The NGS Data Sheet
See file dsdata.txt for more information about the datasheet.
DATABASE = NGSIDB , PROGRAM = datasheet95, VERSION = 7.87.6
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0118 ***********************************************************************
 LV0118  DESIGNATION -  1
 LV0118  PID         -  LV0118
 LV0118  STATE/COUNTY-  CA/DEL NORTE
 LV0118  USGS QUAD   -  SISTER ROCKS (1966)
 LV0118
 LV0118                         *CURRENT SURVEY CONTROL
 LV0118  ___________________________________________________________________
 LV0118* NAD 83(1986)-  41 44 55.7    (N)    124 12 00.2    (W)     HD_HELD2  
 LV0118* NAVD 88     -         3.662  (meters)      12.01   (feet)  ADJUSTED  
 LV0118  ___________________________________________________________________
 LV0118  GEOID HEIGHT-         -28.73  (meters)                     GEOID09
 LV0118  DYNAMIC HT  -           3.661 (meters)      12.01  (feet)  COMP
 LV0118  MODELED GRAV-     980,290.4   (mgal)                       NAVD 88
 LV0118
 LV0118  VERT ORDER  -  FIRST     CLASS II
 LV0118
 LV0118.The horizontal coordinates were established by autonomous hand held GPS
 LV0118.observations and have an estimated accuracy of +/- 10 meters.
 LV0118.
 LV0118.The orthometric height was determined by differential leveling and
 LV0118.adjusted in June 1991.
 LV0118
 LV0118.WARNING-Repeat measurements at this control monument indicate possible
 LV0118.vertical movement.
 LV0118
 LV0118.The geoid height was determined by GEOID09.
 LV0118
 LV0118.The dynamic height is computed by dividing the NAVD 88
 LV0118.geopotential number by the normal gravity value computed on the
 LV0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0118.degrees latitude (g = 980.6199 gals.).
 LV0118
 LV0118.The modeled gravity was interpolated from observed gravity values.
 LV0118
 LV0118;                    North         East    Units  Estimated Accuracy
 LV0118;SPC CA 1     -   770,518.    1,817,024.      MT  (+/- 10 meters HH2 GPS)
 LV0118
 LV0118                          SUPERSEDED SURVEY CONTROL
 LV0118
 LV0118  NGVD 29 (12/02/92)    2.642  (m)            8.67   (f) ADJUSTED    1 2
 LV0118
 LV0118.Superseded values are not recommended for survey control.
 LV0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0118.See file dsdata.txt to determine how the superseded data were derived.
 LV0118
 LV0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM0022322582(NAD 83)
 LV0118
 LV0118_MARKER: DD = SURVEY DISK
 LV0118_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0118_SP_SET: CURB
 LV0118_STAMPING: 1
 LV0118_MARK LOGO: USE   
 LV0118_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0118+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 LV0118
 LV0118  HISTORY     - Date     Condition        Report By
 LV0118  HISTORY     - UNK      MONUMENTED       DOD
 LV0118  HISTORY     - 1967     GOOD             CGS
 LV0118  HISTORY     - 1988     GOOD             NGS
 LV0118  HISTORY     - 19940629 GOOD             CADT
 LV0118
 LV0118                          STATION DESCRIPTION
 LV0118
 LV0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0118'AT CRESCENT CITY.
 LV0118'AT CRESCENT CITY, IN THE TOP OF THE SOUTHEAST CONCRETE CURB OF
 LV0118'FRONT STREET, IN LINE WITH THE EXTENDED CENTER LINE OF D STREET,
 LV0118'48 FEET SOUTHEAST OF THE CENTER LINE OF FRONT STREET, 47 FEET
 LV0118'NORTHEAST OF THE EAST CORNER OF AN OFFICE BUILDING, 25 FEET
 LV0118'SOUTHWEST OF BENCH MARK TIDAL 6, AND ABOUT LEVEL WITH THE STREET.
 LV0118
 LV0118                          STATION RECOVERY (1988)
 LV0118
 LV0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0118'RECOVERED IN GOOD CONDITION.
 LV0118
 LV0118                          STATION RECOVERY (1994)
 LV0118
 LV0118'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 LV0118'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0312 ***********************************************************************
 LV0312  DESIGNATION -  108
 LV0312  PID         -  LV0312
 LV0312  STATE/COUNTY-  CA/HUMBOLDT
 LV0312  USGS QUAD   -  ARCATA NORTH (1972)
 LV0312
 LV0312                         *CURRENT SURVEY CONTROL
 LV0312  ___________________________________________________________________
 LV0312* NAD 83(1986)-  40 53 29.     (N)    124 04 50.     (W)     SCALED    
 LV0312* NAVD 88     -        22.942  (meters)      75.27   (feet)  ADJUSTED  
 LV0312  ___________________________________________________________________
 LV0312  GEOID HEIGHT-         -30.14  (meters)                     GEOID09
 LV0312  DYNAMIC HT  -          22.932 (meters)      75.24  (feet)  COMP
 LV0312  MODELED GRAV-     980,213.7   (mgal)                       NAVD 88
 LV0312
 LV0312  VERT ORDER  -  FIRST     CLASS II
 LV0312
 LV0312.The horizontal coordinates were scaled from a topographic map and have
 LV0312.an estimated accuracy of +/- 6 seconds.
 LV0312.
 LV0312.The orthometric height was determined by differential leveling and
 LV0312.adjusted in June 1991.
 LV0312
 LV0312.The geoid height was determined by GEOID09.
 LV0312
 LV0312.The dynamic height is computed by dividing the NAVD 88
 LV0312.geopotential number by the normal gravity value computed on the
 LV0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0312.degrees latitude (g = 980.6199 gals.).
 LV0312
 LV0312.The modeled gravity was interpolated from observed gravity values.
 LV0312
 LV0312;                    North         East    Units  Estimated Accuracy
 LV0312;SPC CA 1     -   675,080.    1,824,700.      MT  (+/- 180 meters Scaled)
 LV0312
 LV0312                          SUPERSEDED SURVEY CONTROL
 LV0312
 LV0312  NGVD 29 (12/02/92)   21.916  (m)           71.90   (f) ADJUSTED    1 2
 LV0312
 LV0312.Superseded values are not recommended for survey control.
 LV0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0312.See file dsdata.txt to determine how the superseded data were derived.
 LV0312
 LV0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL089272(NAD 83)
 LV0312
 LV0312_MARKER: DD = SURVEY DISK
 LV0312_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0312_SP_SET: BRIDGE WALKWAY
 LV0312_STAMPING: 108 H-1-ARC
 LV0312_MARK LOGO: CADH  
 LV0312_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0312
 LV0312  HISTORY     - Date     Condition        Report By
 LV0312  HISTORY     - UNK      MONUMENTED       CADH
 LV0312  HISTORY     - 1967     GOOD             CGS
 LV0312  HISTORY     - 1971     GOOD             NGS
 LV0312  HISTORY     - 1988     GOOD             NGS
 LV0312  HISTORY     - 20020717 MARK NOT FOUND   CADT
 LV0312
 LV0312                          STATION DESCRIPTION
 LV0312
 LV0312'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0312'2 MI N FROM ARCATA.
 LV0312'2.05 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FOURTH STREET
 LV0312'OVERPASS AT ARCATA, 0.4 MILE SOUTH OF THE JUNCTION OF STATE
 LV0312'HIGHWAY 299, IN THE TOP AND 0.3 FOOT NORTH OF THE SOUTH END OF
 LV0312'THE EAST CONCRETE CURB OF ARCATA OVERHEAD BRIDGE NO. 4.79R,
 LV0312'18 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 LV0312'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 LV0312
 LV0312                          STATION RECOVERY (1971)
 LV0312
 LV0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LV0312'RECOVERED IN GOOD CONDITION.
 LV0312
 LV0312                          STATION RECOVERY (1988)
 LV0312
 LV0312'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0312'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.6 KM
 LV0312'(0.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 LV0312'HIGHWAY 299 IN ARCATA.
 LV0312
 LV0312                          STATION RECOVERY (2002)
 LV0312
 LV0312'RECOVERY NOTE BY CALTRANS 2002 (REB)
 LV0312'I BELIEVE THIS MARK WAS DESTROYED DURING MODIFICATION OF ARCATA
 LV0312'OVERHEAD BRIDGE 4.79R.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0114 ***********************************************************************
 LV0114  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0114  DESIGNATION -  2 A
 LV0114  PID         -  LV0114
 LV0114  STATE/COUNTY-  CA/DEL NORTE
 LV0114  USGS QUAD   -  CRESCENT CITY (1978)
 LV0114
 LV0114                         *CURRENT SURVEY CONTROL
 LV0114  ___________________________________________________________________
 LV0114* NAD 83(1986)-  41 45 09.     (N)    124 11 34.     (W)     SCALED    
 LV0114* NAVD 88     -         3.785  (meters)      12.42   (feet)  ADJUSTED  
 LV0114  ___________________________________________________________________
 LV0114  GEOID HEIGHT-         -28.69  (meters)                     GEOID09
 LV0114  DYNAMIC HT  -           3.784 (meters)      12.41  (feet)  COMP
 LV0114  MODELED GRAV-     980,288.3   (mgal)                       NAVD 88
 LV0114
 LV0114  VERT ORDER  -  FIRST     CLASS II
 LV0114
 LV0114.The horizontal coordinates were scaled from a topographic map and have
 LV0114.an estimated accuracy of +/- 6 seconds.
 LV0114.
 LV0114.The orthometric height was determined by differential leveling and
 LV0114.adjusted in June 1991.
 LV0114
 LV0114.WARNING-Repeat measurements at this control monument indicate possible
 LV0114.vertical movement.
 LV0114
 LV0114.This Tidal Bench Mark is designated as VM 1022
 LV0114.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0114
 LV0114.The geoid height was determined by GEOID09.
 LV0114
 LV0114.The dynamic height is computed by dividing the NAVD 88
 LV0114.geopotential number by the normal gravity value computed on the
 LV0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0114.degrees latitude (g = 980.6199 gals.).
 LV0114
 LV0114.The modeled gravity was interpolated from observed gravity values.
 LV0114
 LV0114;                    North         East    Units  Estimated Accuracy
 LV0114;SPC CA 1     -   770,910.    1,817,640.      MT  (+/- 180 meters Scaled)
 LV0114
 LV0114                          SUPERSEDED SURVEY CONTROL
 LV0114
 LV0114  NGVD 29 (12/02/92)    2.755  (m)            9.04   (f) ADJUSTED    1 2
 LV0114
 LV0114.Superseded values are not recommended for survey control.
 LV0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0114.See file dsdata.txt to determine how the superseded data were derived.
 LV0114
 LV0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM008229(NAD 83)
 LV0114
 LV0114_MARKER: DD = SURVEY DISK
 LV0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0114_SP_SET: CONCRETE POST
 LV0114_STAMPING: 2 A 1958
 LV0114_MARK LOGO: USE   
 LV0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0114+STABILITY: SURFACE MOTION
 LV0114
 LV0114  HISTORY     - Date     Condition        Report By
 LV0114  HISTORY     - 1958     MONUMENTED       DOD
 LV0114  HISTORY     - 1967     GOOD             CGS
 LV0114  HISTORY     - 1988     GOOD             NGS
 LV0114
 LV0114                          STATION DESCRIPTION
 LV0114
 LV0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0114'AT CRESCENT CITY.
 LV0114'AT CRESCENT CITY, AT THE SOUTH CORNER OF THE INTERSECTION OF
 LV0114'FRONT STREET AND L STREET (U.S. HIGHWAY 101 SOUTH BOUND), 72
 LV0114'FEET SOUTHEAST OF THE CENTER LINE OF FRONT STREET, 27 FEET
 LV0114'SOUTHWEST OF THE CENTER LINE OF L STREET, 12 FEET NORTHWEST OF
 LV0114'THE NORTHEAST END OF AN OLD SEA WALL, 0.5 FOOT SOUTHWEST OF THE
 LV0114'SOUTHWEST CURB OF L STREET, AND SET IN THE TOP OF A CONCRETE
 LV0114'POST FLUSH WITH THE GROUND.
 LV0114
 LV0114                          STATION RECOVERY (1988)
 LV0114
 LV0114'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0114'RECOVERED IN GOOD CONDITION.  NOTE--THE MARK WILL BE DESTROYED IN THE
 LV0114'NEAR FUTURE BY ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0277 ***********************************************************************
 LV0277  DESIGNATION -  32
 LV0277  PID         -  LV0277
 LV0277  STATE/COUNTY-  CA/HUMBOLDT
 LV0277  USGS QUAD   -  EUREKA (1972)
 LV0277
 LV0277                         *CURRENT SURVEY CONTROL
 LV0277  ___________________________________________________________________
 LV0277* NAD 83(1986)-  40 47 28.     (N)    124 10 40.     (W)     SCALED    
 LV0277* NAVD 88     -         4.810  (meters)      15.78   (feet)  ADJUSTED  
 LV0277  ___________________________________________________________________
 LV0277  GEOID HEIGHT-         -30.71  (meters)                     GEOID09
 LV0277  DYNAMIC HT  -           4.808 (meters)      15.77  (feet)  COMP
 LV0277  MODELED GRAV-     980,206.8   (mgal)                       NAVD 88
 LV0277
 LV0277  VERT ORDER  -  FIRST     CLASS II
 LV0277
 LV0277.The horizontal coordinates were scaled from a topographic map and have
 LV0277.an estimated accuracy of +/- 6 seconds.
 LV0277.
 LV0277.The orthometric height was determined by differential leveling and
 LV0277.adjusted in June 1991.
 LV0277
 LV0277.The geoid height was determined by GEOID09.
 LV0277
 LV0277.The dynamic height is computed by dividing the NAVD 88
 LV0277.geopotential number by the normal gravity value computed on the
 LV0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0277.degrees latitude (g = 980.6199 gals.).
 LV0277
 LV0277.The modeled gravity was interpolated from observed gravity values.
 LV0277
 LV0277;                    North         East    Units  Estimated Accuracy
 LV0277;SPC CA 1     -   664,150.    1,816,230.      MT  (+/- 180 meters Scaled)
 LV0277
 LV0277                          SUPERSEDED SURVEY CONTROL
 LV0277
 LV0277  NGVD 29 (12/02/92)    3.804  (m)           12.48   (f) ADJUSTED    1 2
 LV0277
 LV0277.Superseded values are not recommended for survey control.
 LV0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0277.See file dsdata.txt to determine how the superseded data were derived.
 LV0277
 LV0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL006162(NAD 83)
 LV0277
 LV0277_MARKER: B = BOLT
 LV0277_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0277_SP_SET: PREFAB CONC. BLOCK IN EARTH
 LV0277_MARK LOGO: CA1220
 LV0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0277+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2009
 LV0277
 LV0277  HISTORY     - Date     Condition        Report By
 LV0277  HISTORY     - UNK      MONUMENTED       CA1220
 LV0277  HISTORY     - 1967     GOOD             CGS
 LV0277  HISTORY     - 1971     GOOD
 LV0277  HISTORY     - 19880221 GOOD             NGS
 LV0277  HISTORY     - 20090123 GOOD             CADT
 LV0277
 LV0277                          STATION DESCRIPTION
 LV0277
 LV0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0277'AT EUREKA.
 LV0277'AT EUREKA, ALONG U.S. HIGHWAY 101 (BROADWAY), IN THE CENTER OF
 LV0277'THE INTERSECTION OF BROADWAY AND WABASH AVENUE, AND IN THE TOP
 LV0277'OF A CONCRETE POST 1 FOOT UNDER GROUND.  ACCESS IS HAD THRU THE
 LV0277'REMOVAL OF A MAN HOLE COVER MARKED WATER.
 LV0277
 LV0277                          STATION RECOVERY (1971)
 LV0277
 LV0277'RECOVERED 1971
 LV0277'RECOVERED IN GOOD CONDITION.
 LV0277
 LV0277                          STATION RECOVERY (1988)
 LV0277
 LV0277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0277'RECOVERED IN GOOD CONDITION.
 LV0277
 LV0277                          STATION RECOVERY (2009)
 LV0277
 LV0277'RECOVERY NOTE BY CALTRANS 2009 (REB)
 LV0277'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0124 ***********************************************************************
 LV0124  DESIGNATION -  58
 LV0124  PID         -  LV0124
 LV0124  STATE/COUNTY-  CA/DEL NORTE
 LV0124  USGS QUAD   -  SISTER ROCKS (1966)
 LV0124
 LV0124                         *CURRENT SURVEY CONTROL
 LV0124  ___________________________________________________________________
 LV0124* NAD 83(1986)-  41 44 38.     (N)    124 12 10.     (W)     SCALED    
 LV0124* NAVD 88     -        18.783  (meters)      61.62   (feet)  ADJUSTED  
 LV0124  ___________________________________________________________________
 LV0124  GEOID HEIGHT-         -28.75  (meters)                     GEOID09
 LV0124  DYNAMIC HT  -          18.777 (meters)      61.60  (feet)  COMP
 LV0124  MODELED GRAV-     980,290.0   (mgal)                       NAVD 88
 LV0124
 LV0124  VERT ORDER  -  FIRST     CLASS II
 LV0124
 LV0124.The horizontal coordinates were scaled from a topographic map and have
 LV0124.an estimated accuracy of +/- 6 seconds.
 LV0124.
 LV0124.The orthometric height was determined by differential leveling and
 LV0124.adjusted in June 1991.
 LV0124
 LV0124.Photographs are available for this station.
 LV0124
 LV0124.The geoid height was determined by GEOID09.
 LV0124
 LV0124.The dynamic height is computed by dividing the NAVD 88
 LV0124.geopotential number by the normal gravity value computed on the
 LV0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0124.degrees latitude (g = 980.6199 gals.).
 LV0124
 LV0124.The modeled gravity was interpolated from observed gravity values.
 LV0124
 LV0124;                    North         East    Units  Estimated Accuracy
 LV0124;SPC CA 1     -   769,980.    1,816,780.      MT  (+/- 180 meters Scaled)
 LV0124
 LV0124                          SUPERSEDED SURVEY CONTROL
 LV0124
 LV0124  NGVD 29 (??/??/??)   17.751  (m)           58.24   (f) ADJUSTED    1 2
 LV0124
 LV0124.Superseded values are not recommended for survey control.
 LV0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0124.See file dsdata.txt to determine how the superseded data were derived.
 LV0124
 LV0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM999220(NAD 83)
 LV0124
 LV0124_MARKER: DD = SURVEY DISK
 LV0124_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0124_SP_SET: CONCRETE FOUNDATION
 LV0124_STAMPING: 58 1915
 LV0124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0124+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2007
 LV0124
 LV0124  HISTORY     - Date     Condition        Report By
 LV0124  HISTORY     - 1915     MONUMENTED       USGS
 LV0124  HISTORY     - 1967     SEE DESCRIPTION  CGS
 LV0124  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0124  HISTORY     - 20070817 GOOD             BLM
 LV0124
 LV0124                          STATION DESCRIPTION
 LV0124
 LV0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0124'AT CRESCENT CITY.
 LV0124'AT CRESCENT CITY, AT THE CRESCENT CITY LIGHTHOUSE MUSEUM, ABOUT
 LV0124'0.2 MILE SOUTHWEST OF THE JUNCTION OF BATTERY AND A STREETS, IN
 LV0124'THE TOP OF THE CONCRETE FOUNDATION FOR A FLAG POLE, ABOUT 0.15
 LV0124'MILE WEST OF THE NORTH END OF A CONCRETE BREAKWATER, 60 FEET
 LV0124'NORTHEAST OF THE NORTHEAST CORNER OF THE LIGHTHOUSE BUILDING,
 LV0124'2.0 FEET SOUTHEAST OF THE FLAG POLE.  NOTE-- THE MARK AND
 LV0124'LIGHTHOUSE IS ON A SMALL ISLAND AND CAN ONLY BE REACHED AT LOW
 LV0124'TIDE.
 LV0124
 LV0124                          STATION RECOVERY (1988)
 LV0124
 LV0124'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0124'THE FLAGPOLE BASE LOOKS LIKE IT HAS BEEN RECENTLY COVERED WITH
 LV0124'3-INCHES OF NEW CEMENT.
 LV0124
 LV0124                          STATION RECOVERY (2007)
 LV0124
 LV0124'RECOVERY NOTE BY BUREAU OF LAND MANAGEMENT 2007 (DHH)
 LV0124'STATION MARK FOUND IN GOOD CONDITION, CEMENT PAD COVERING MARK IN 1983
 LV0124'HAS BEEN REMOVED.
 LV0124' 
 LV0124'FLAG POLE BEARS N 68 W 1.9 FT. DIST.
 LV0124' 
 LV0124'TO REACH IS GOOD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0285 ***********************************************************************
 LV0285  DESIGNATION -  60
 LV0285  PID         -  LV0285
 LV0285  STATE/COUNTY-  CA/HUMBOLDT
 LV0285  USGS QUAD   -  EUREKA (1972)
 LV0285
 LV0285                         *CURRENT SURVEY CONTROL
 LV0285  ___________________________________________________________________
 LV0285* NAD 83(1986)-  40 48 16.     (N)    124 08 52.     (W)     SCALED    
 LV0285* NAVD 88     -         6.641  (meters)      21.79   (feet)  ADJUSTED  
 LV0285  ___________________________________________________________________
 LV0285  GEOID HEIGHT-         -30.58  (meters)                     GEOID09
 LV0285  DYNAMIC HT  -           6.638 (meters)      21.78  (feet)  COMP
 LV0285  MODELED GRAV-     980,206.4   (mgal)                       NAVD 88
 LV0285
 LV0285  VERT ORDER  -  FIRST     CLASS II
 LV0285
 LV0285.The horizontal coordinates were scaled from a topographic map and have
 LV0285.an estimated accuracy of +/- 6 seconds.
 LV0285.
 LV0285.The orthometric height was determined by differential leveling and
 LV0285.adjusted in June 1991.
 LV0285
 LV0285.The geoid height was determined by GEOID09.
 LV0285
 LV0285.The dynamic height is computed by dividing the NAVD 88
 LV0285.geopotential number by the normal gravity value computed on the
 LV0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0285.degrees latitude (g = 980.6199 gals.).
 LV0285
 LV0285.The modeled gravity was interpolated from observed gravity values.
 LV0285
 LV0285;                    North         East    Units  Estimated Accuracy
 LV0285;SPC CA 1     -   665,570.    1,818,800.      MT  (+/- 180 meters Scaled)
 LV0285
 LV0285                          SUPERSEDED SURVEY CONTROL
 LV0285
 LV0285  NGVD 29 (12/02/92)    5.630  (m)           18.47   (f) ADJUSTED    1 2
 LV0285
 LV0285.Superseded values are not recommended for survey control.
 LV0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0285.See file dsdata.txt to determine how the superseded data were derived.
 LV0285
 LV0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL031176(NAD 83)
 LV0285
 LV0285_MARKER: B = BOLT
 LV0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0285_SP_SET: CONCRETE POST
 LV0285_MARK LOGO: CA1220
 LV0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0285+STABILITY: SURFACE MOTION
 LV0285
 LV0285  HISTORY     - Date     Condition        Report By
 LV0285  HISTORY     - UNK      MONUMENTED       CA1220
 LV0285  HISTORY     - 19511101 MARK NOT FOUND   USPSQD
 LV0285  HISTORY     - 1967     GOOD             CGS
 LV0285  HISTORY     - 1971     GOOD             NGS
 LV0285  HISTORY     - 19880221 GOOD             NGS
 LV0285
 LV0285                          STATION DESCRIPTION
 LV0285
 LV0285'DESCRIBED BY US POWER SQUADRON 1951 (WBJ)
 LV0285'MARK NOT FOUND.
 LV0285
 LV0285                          STATION RECOVERY (1967)
 LV0285
 LV0285'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LV0285'AT EUREKA.
 LV0285'AT EUREKA, IN THE CENTER OF THE INTERSECTION OF 4TH STREET
 LV0285'(U.S. HIGHWAY 101) AND W STREET, AND IN THE TOP OF A CONCRETE
 LV0285'POST ABOUT 1/2 FOOT UNDER GROUND.  ACCESS TO THE MARK IS THRU THE
 LV0285'REMOVAL OF A MAN HOLE COVER.
 LV0285
 LV0285                          STATION RECOVERY (1971)
 LV0285
 LV0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LV0285'RECOVERED IN GOOD CONDITION.
 LV0285
 LV0285                          STATION RECOVERY (1988)
 LV0285
 LV0285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0285'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0283 ***********************************************************************
 LV0283  DESIGNATION -  63
 LV0283  PID         -  LV0283
 LV0283  STATE/COUNTY-  CA/HUMBOLDT
 LV0283  USGS QUAD   -  EUREKA (1972)
 LV0283
 LV0283                         *CURRENT SURVEY CONTROL
 LV0283  ___________________________________________________________________
 LV0283* NAD 83(1986)-  40 48 16.     (N)    124 09 16.     (W)     SCALED    
 LV0283* NAVD 88     -        12.026  (meters)      39.46   (feet)  ADJUSTED  
 LV0283  ___________________________________________________________________
 LV0283  GEOID HEIGHT-         -30.60  (meters)                     GEOID09
 LV0283  DYNAMIC HT  -          12.021 (meters)      39.44  (feet)  COMP
 LV0283  MODELED GRAV-     980,206.8   (mgal)                       NAVD 88
 LV0283
 LV0283  VERT ORDER  -  FIRST     CLASS II
 LV0283
 LV0283.The horizontal coordinates were scaled from a topographic map and have
 LV0283.an estimated accuracy of +/- 6 seconds.
 LV0283.
 LV0283.The orthometric height was determined by differential leveling and
 LV0283.adjusted in June 1991.
 LV0283
 LV0283.The geoid height was determined by GEOID09.
 LV0283
 LV0283.The dynamic height is computed by dividing the NAVD 88
 LV0283.geopotential number by the normal gravity value computed on the
 LV0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0283.degrees latitude (g = 980.6199 gals.).
 LV0283
 LV0283.The modeled gravity was interpolated from observed gravity values.
 LV0283
 LV0283;                    North         East    Units  Estimated Accuracy
 LV0283;SPC CA 1     -   665,580.    1,818,240.      MT  (+/- 180 meters Scaled)
 LV0283
 LV0283                          SUPERSEDED SURVEY CONTROL
 LV0283
 LV0283  NGVD 29 (12/02/92)   11.015  (m)           36.14   (f) ADJUSTED    1 2
 LV0283
 LV0283.Superseded values are not recommended for survey control.
 LV0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0283.See file dsdata.txt to determine how the superseded data were derived.
 LV0283
 LV0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL026176(NAD 83)
 LV0283
 LV0283_MARKER: B = BOLT
 LV0283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0283_SP_SET: SQUARE CONCRETE MONUMENT
 LV0283_MARK LOGO: CA1220
 LV0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0283+STABILITY: SURFACE MOTION
 LV0283
 LV0283  HISTORY     - Date     Condition        Report By
 LV0283  HISTORY     - UNK      MONUMENTED       CA1220
 LV0283  HISTORY     - 1967     GOOD             CGS
 LV0283  HISTORY     - 1971     GOOD             NGS
 LV0283  HISTORY     - 19880221 GOOD             NGS
 LV0283
 LV0283                          STATION DESCRIPTION
 LV0283
 LV0283'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0283'AT EUREKA.
 LV0283'AT EUREKA, IN THE CENTER OF THE INTERSECTION OF 4TH STREET
 LV0283'(U.S. HIGHWAY 101) AND Q STREET, AND IN THE TOP OF A CONCRETE
 LV0283'POST ABOUT 1/2 FOOT UNDER GROUND.  ACCESS TO THE MARK IS THRU THE
 LV0283'REMOVAL OF A MAN HOLE COVER.
 LV0283
 LV0283                          STATION RECOVERY (1971)
 LV0283
 LV0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LV0283'RECOVERED IN GOOD CONDITION.
 LV0283
 LV0283                          STATION RECOVERY (1988)
 LV0283
 LV0283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0283'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1508 ***********************************************************************
 KT1508  DESIGNATION -  672.13
 KT1508  PID         -  KT1508
 KT1508  STATE/COUNTY-  CA/MENDOCINO
 KT1508  USGS QUAD   -  PIERCY (1994)
 KT1508
 KT1508                         *CURRENT SURVEY CONTROL
 KT1508  ___________________________________________________________________
 KT1508* NAD 83(1986)-  39 55 27.     (N)    123 45 30.     (W)     SCALED    
 KT1508* NAVD 88     -       221.998  (meters)     728.34   (feet)  ADJUSTED  
 KT1508  ___________________________________________________________________
 KT1508  GEOID HEIGHT-         -30.18  (meters)                     GEOID09
 KT1508  DYNAMIC HT  -         221.875 (meters)     727.93  (feet)  COMP
 KT1508  MODELED GRAV-     980,066.1   (mgal)                       NAVD 88
 KT1508
 KT1508  VERT ORDER  -  FIRST     CLASS II
 KT1508
 KT1508.The horizontal coordinates were scaled from a topographic map and have
 KT1508.an estimated accuracy of +/- 6 seconds.
 KT1508.
 KT1508.The orthometric height was determined by differential leveling and
 KT1508.adjusted in June 1991.
 KT1508
 KT1508.The geoid height was determined by GEOID09.
 KT1508
 KT1508.The dynamic height is computed by dividing the NAVD 88
 KT1508.geopotential number by the normal gravity value computed on the
 KT1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1508.degrees latitude (g = 980.6199 gals.).
 KT1508
 KT1508.The modeled gravity was interpolated from observed gravity values.
 KT1508
 KT1508;                    North         East    Units  Estimated Accuracy
 KT1508;SPC CA 2     -   752,060.    1,849,690.      MT  (+/- 180 meters Scaled)
 KT1508
 KT1508                          SUPERSEDED SURVEY CONTROL
 KT1508
 KT1508  NGVD 29 (12/02/92)  221.080  (m)          725.33   (f) ADJUSTED    1 2
 KT1508
 KT1508.Superseded values are not recommended for survey control.
 KT1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1508.See file dsdata.txt to determine how the superseded data were derived.
 KT1508
 KT1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK351196(NAD 83)
 KT1508
 KT1508_MARKER: I = METAL ROD
 KT1508_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KT1508_SP_SET: GUARDRAIL
 KT1508_STAMPING: 672.13 CHC 5/24/30
 KT1508_MARK LOGO: CADH  
 KT1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1508
 KT1508  HISTORY     - Date     Condition        Report By
 KT1508  HISTORY     - 1930     MONUMENTED       CADH
 KT1508  HISTORY     - 1967     GOOD             CGS
 KT1508  HISTORY     - 1972     GOOD             USGS
 KT1508  HISTORY     - 19880404 GOOD             NGS
 KT1508
 KT1508                          STATION DESCRIPTION
 KT1508
 KT1508'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1508'5.3 MI S FROM PIERCY.
 KT1508'5.3 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1508'AT PIERCY, A 1/2-INCH POINTED STEEL ROD ENCIRCLED WITH A BRASS
 KT1508'RING IN THE TOP OF THE NORTH END OF A STONE GUARD RAIL FOR A
 KT1508'PORTION OF THE HIGHWAY AROUND THE EDGE OF A ROCKY CLIFF, 24
 KT1508'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET SOUTH OF A
 KT1508'POWER POLE WITH TWO GUY WIRES, 0.3 FOOT SOUTH OF THE NORTH END
 KT1508'OF THE STONE WALL, AND ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY.
 KT1508
 KT1508                          STATION RECOVERY (1972)
 KT1508
 KT1508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1508'RECOVERED IN GOOD CONDITION.
 KT1508
 KT1508                          STATION RECOVERY (1988)
 KT1508
 KT1508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1508'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.8 KM (7.35
 KT1508'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 KT1508'HIGHWAY 1 IN LEGGETT.  DELETE--23 FEET SOUTH OF A POWER POLE WITH TWO
 KT1508'GUY WIRES.  ADD--6.5 M (21.3 FT) SOUTH OF UTILITY POLE NUMBER
 KT1508'1160031.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0278 ***********************************************************************
 LV0278  DESIGNATION -  68
 LV0278  PID         -  LV0278
 LV0278  STATE/COUNTY-  CA/HUMBOLDT
 LV0278  USGS QUAD   -  EUREKA (1972)
 LV0278
 LV0278                         *CURRENT SURVEY CONTROL
 LV0278  ___________________________________________________________________
 LV0278* NAD 83(1986)-  40 48 05.     (N)    124 10 29.     (W)     SCALED    
 LV0278* NAVD 88     -         3.01   (+/-2cm)       9.9    (feet)  VERTCON   
 LV0278  ___________________________________________________________________
 LV0278  GEOID HEIGHT-         -30.69  (meters)                     GEOID09
 LV0278  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0278
 LV0278.The horizontal coordinates were scaled from a topographic map and have
 LV0278.an estimated accuracy of +/- 6 seconds.
 LV0278.
 LV0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0278
 LV0278.The vertical order pertains to the NGVD 29 superseded value.
 LV0278
 LV0278.The geoid height was determined by GEOID09.
 LV0278
 LV0278;                    North         East    Units  Estimated Accuracy
 LV0278;SPC CA 1     -   665,290.    1,816,520.      MT  (+/- 180 meters Scaled)
 LV0278
 LV0278                          SUPERSEDED SURVEY CONTROL
 LV0278
 LV0278  NGVD 29 (??/??/??)    1.994  (m)            6.54   (f) ADJUSTED    1 2
 LV0278
 LV0278.Superseded values are not recommended for survey control.
 LV0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0278.See file dsdata.txt to determine how the superseded data were derived.
 LV0278
 LV0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL009173(NAD 83)
 LV0278
 LV0278_MARKER: B = BOLT
 LV0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0278+STABILITY: SURFACE MOTION
 LV0278
 LV0278  HISTORY     - Date     Condition        Report By
 LV0278  HISTORY     - UNK      MONUMENTED       CA1220
 LV0278  HISTORY     - 1967     GOOD             CGS
 LV0278  HISTORY     - 1971     GOOD
 LV0278  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0278
 LV0278                          STATION DESCRIPTION
 LV0278
 LV0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0278'AT EUREKA.
 LV0278'AT EUREKA, AT THE CENTER OF THE INTERSECTION OF U.S. HIGHWAY 101
 LV0278'(BROADWAY) AND 4TH STREET, 3.3 FEET SOUTHEAST OF THE SOUTHEAST
 LV0278'EDGE OF A CONCRETE CURB OF AN ISLAND, AND IN THE TOP OF A
 LV0278'CONCRETE POST ABOUT 1/2 FOOT UNDER GROUND.  ACCESS TO THE MARK IS
 LV0278'THRU THE REMOVAL OF A MAN HOLE COVER.
 LV0278
 LV0278                          STATION RECOVERY (1971)
 LV0278
 LV0278'RECOVERED 1971
 LV0278'RECOVERED IN GOOD CONDITION.
 LV0278
 LV0278                          STATION RECOVERY (1988)
 LV0278
 LV0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0278'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0358 ***********************************************************************
 LV0358  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0358  DESIGNATION -  941 8767 TIDAL 1
 LV0358  PID         -  LV0358
 LV0358  STATE/COUNTY-  CA/HUMBOLDT
 LV0358  USGS QUAD   -  EUREKA (1972)
 LV0358
 LV0358                         *CURRENT SURVEY CONTROL
 LV0358  ___________________________________________________________________
 LV0358* NAD 83(1986)-  40 46 00.     (N)    124 13 05.     (W)     SCALED    
 LV0358* NAVD 88     -         3.26   (+/-2cm)      10.7    (feet)  VERTCON   
 LV0358  ___________________________________________________________________
 LV0358  GEOID HEIGHT-         -30.90  (meters)                     GEOID09
 LV0358  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0358
 LV0358.The horizontal coordinates were scaled from a topographic map and have
 LV0358.an estimated accuracy of +/- 6 seconds.
 LV0358.
 LV0358.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0358
 LV0358.The vertical order pertains to the NGVD 29 superseded value.
 LV0358
 LV0358.This Tidal Bench Mark is designated as VM 12548
 LV0358.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0358
 LV0358.The geoid height was determined by GEOID09.
 LV0358
 LV0358;                    North         East    Units  Estimated Accuracy
 LV0358;SPC CA 1     -   661,520.    1,812,770.      MT  (+/- 180 meters Scaled)
 LV0358
 LV0358                          SUPERSEDED SURVEY CONTROL
 LV0358
 LV0358  NGVD 29 (??/??/??)    2.252  (m)            7.39   (f) ADJUSTED    1 2
 LV0358
 LV0358.Superseded values are not recommended for survey control.
 LV0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0358.See file dsdata.txt to determine how the superseded data were derived.
 LV0358
 LV0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL971135(NAD 83)
 LV0358
 LV0358_MARKER: DJ = TIDAL STATION DISK
 LV0358_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0358_SP_SET: SIDEWALK
 LV0358_STAMPING: 1 1929
 LV0358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0358
 LV0358  HISTORY     - Date     Condition        Report By
 LV0358  HISTORY     - 1929     MONUMENTED       CGS
 LV0358  HISTORY     - 1967     GOOD             CGS
 LV0358  HISTORY     - 19880417 MARK NOT FOUND   NGS
 LV0358
 LV0358                          STATION DESCRIPTION
 LV0358
 LV0358'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0358'11.6 MI SW FROM ARCATA.
 LV0358'11.55 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION OF
 LV0358'H STREET AT ARCATA, AT THE COAST GUARD LIFEBOAT STATION, NEAR
 LV0358'THE SOUTH END OF THE NORTH SPIT, IN THE TOP OF THE CONCRETE
 LV0358'SIDEWALK ALONG THE NORTH SIDE OF THE STATION, 150 FEET NORTH-NORTHWEST
 LV0358'OF THE NORTHEAST CORNER OF THE STATION, 132 FEET NORTH OF THE
 LV0358'NORTH EDGE OF STEPS LEADING TO THE STATION, 110 FEET WEST-NORTHWEST
 LV0358'OF BENCH MARK TIDAL 11 AND SEAWALL, ABOUT 5 FEET LOWER THAN THE
 LV0358'BOTTOM STEP OF STATION.
 LV0358
 LV0358                          STATION RECOVERY (1988)
 LV0358
 LV0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0358'COAST GUARD PERSONNEL STATED THAT THE SIDEWALK HAD BEEN REPLACED AND
 LV0358'THE MARK WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0359 ***********************************************************************
 LV0359  FBN         -  This is a Federal Base Network Control Station.
 LV0359  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0359  DESIGNATION -  941 8767 TIDAL 11
 LV0359  PID         -  LV0359
 LV0359  STATE/COUNTY-  CA/HUMBOLDT
 LV0359  USGS QUAD   -  EUREKA (1972)
 LV0359
 LV0359                         *CURRENT SURVEY CONTROL
 LV0359  ___________________________________________________________________
 LV0359* NAD 83(2007)-  40 46 00.90938(N)    124 13 03.45673(W)     ADJUSTED  
 LV0359* NAVD 88     -         4.155  (meters)      13.63   (feet)  ADJUSTED  
 LV0359  ___________________________________________________________________
 LV0359  EPOCH DATE  -        2007.00
 LV0359  X           -  -2,720,316.067 (meters)                     COMP
 LV0359  Y           -  -4,000,175.806 (meters)                     COMP
 LV0359  Z           -   4,142,836.315 (meters)                     COMP
 LV0359  LAPLACE CORR-           8.59  (seconds)                    DEFLEC09
 LV0359  ELLIP HEIGHT-         -26.793 (meters)          (02/10/07) ADJUSTED
 LV0359  GEOID HEIGHT-         -30.90  (meters)                     GEOID09
 LV0359  DYNAMIC HT  -           4.153 (meters)      13.63  (feet)  COMP
 LV0359
 LV0359  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV0359  Type    PID    Designation                      North   East  Ellip
 LV0359  -------------------------------------------------------------------
 LV0359  NETWORK LV0359 941 8767 TIDAL 11                 1.14   1.35   5.96
 LV0359  -------------------------------------------------------------------
 LV0359  MODELED GRAV-     980,203.6   (mgal)                       NAVD 88
 LV0359
 LV0359  VERT ORDER  -  FIRST     CLASS II
 LV0359
 LV0359.ITRF positions are available for this station.
 LV0359
 LV0359.The horizontal coordinates were established by GPS observations
 LV0359.and adjusted by the National Geodetic Survey in February 2007.
 LV0359
 LV0359.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV0359.See National Readjustment for more information. 
 LV0359
 LV0359.The horizontal coordinates are valid at the epoch date displayed above
 LV0359.which is a decimal equivalence of Year/Month/Day.
 LV0359
 LV0359.The orthometric height was determined by differential leveling and
 LV0359.adjusted in June 1991.
 LV0359
 LV0359.WARNING-GPS observations at this control monument resulted in a GPS
 LV0359.derived orthometric height which differed from the leveled height by
 LV0359.more than one decimeter (0.1 meter).
 LV0359
 LV0359.This Tidal Bench Mark is designated as VM 1718
 LV0359.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0359
 LV0359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV0359
 LV0359.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0359
 LV0359.The ellipsoidal height was determined by GPS observations
 LV0359.and is referenced to NAD 83.
 LV0359
 LV0359.The geoid height was determined by GEOID09.
 LV0359
 LV0359.The dynamic height is computed by dividing the NAVD 88
 LV0359.geopotential number by the normal gravity value computed on the
 LV0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0359.degrees latitude (g = 980.6199 gals.).
 LV0359
 LV0359.The modeled gravity was interpolated from observed gravity values.
 LV0359
 LV0359;                    North         East     Units Scale Factor Converg.
 LV0359;SPC CA 1     -   661,550.184 1,812,803.409   MT  0.99989534   -1 27 00.3
 LV0359;SPC CA 1     - 2,170,435.90  5,947,505.85   sFT  0.99989534   -1 27 00.3
 LV0359;UTM  10      - 4,513,596.507   397,234.667   MT  0.99972998   -0 47 42.6
 LV0359
 LV0359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0359!SPC CA 1     -   1.00000420  x   0.99989534  =   0.99989954
 LV0359!UTM  10      -   1.00000420  x   0.99972998  =   0.99973418
 LV0359
 LV0359                          SUPERSEDED SURVEY CONTROL
 LV0359
 LV0359  NAD 83(1998)-  40 46 00.90245(N)    124 13 03.45797(W) AD(1998.50) A
 LV0359  ELLIP H (04/06/00)  -26.729  (m)                       GP(1998.50) 3 1
 LV0359  NAVD 88 (04/06/00)    4.0    (m)           13.     (f) GPS OBS        
 LV0359  NGVD 29 (12/02/92)    3.132  (m)           10.28   (f) ADJUSTED    1 2
 LV0359
 LV0359.Superseded values are not recommended for survey control.
 LV0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0359.See file dsdata.txt to determine how the superseded data were derived.
 LV0359
 LV0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL9723413596(NAD 83)
 LV0359
 LV0359_MARKER: DB = BENCH MARK DISK
 LV0359_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LV0359_SP_SET: MASSIVE RETAINING WALL/SEAWALL
 LV0359_STAMPING: 1940 NO 11
 LV0359_MARK LOGO: CGS   
 LV0359_PROJECTION: FLUSH
 LV0359_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0359+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003
 LV0359
 LV0359  HISTORY     - Date     Condition        Report By
 LV0359  HISTORY     - 1940     MONUMENTED       CGS
 LV0359  HISTORY     - 1967     GOOD             CGS
 LV0359  HISTORY     - 19880216 GOOD             NGS
 LV0359  HISTORY     - 19980519 GOOD             NGS
 LV0359  HISTORY     - 20030824 GOOD             ORBITE
 LV0359
 LV0359                          STATION DESCRIPTION
 LV0359
 LV0359'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0359'11.6 MI SW FROM ARCATA.
 LV0359'11.55 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION OF
 LV0359'H STREET AT ARCATA, AT THE COAST GUARD LIFEBOAT STATION, IN THE
 LV0359'TOP AND 67 FEET SOUTH OF THE NORTH END OF A CONCRETE SEAWALL,
 LV0359'110 FEET EAST-SOUTHEAST OF BENCH MARK TIDAL 1, 99 FEET NORTHEAST
 LV0359'OF THE NORTHEAST CORNER OF THE STATION BUILDING, 40 FEET NORTH
 LV0359'OF BENCH MARK TIDAL 12.
 LV0359
 LV0359                          STATION RECOVERY (1988)
 LV0359
 LV0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0359'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  19.1 KM (11.85
 LV0359'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE JUNCTION WITH U.S.
 LV0359'HIGHWAY 101 IN ARCATA.  DELETE--110 FEET EAST-SOUTHEAST OF BENCH MARK
 LV0359'TIDAL 1.
 LV0359
 LV0359                          STATION RECOVERY (1998)
 LV0359
 LV0359'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 LV0359'THE STATION IS LOCATED ABOUT 4.0 KM (2.50 MI) WEST OF EUREKA, AT THE
 LV0359'U.S. COAST GUARD STATION HUMBOLDT BAY, BEHIND THE STATION HOUSE AND
 LV0359'JUST WEST OF A 2 BAY BOATHOUSE, IN TOP OF A CONCRETE SEAWALL.
 LV0359'OWNERSHIP--U.S. COAST GUARD, COMMANDING OFFICER USCG STATION HUMBOLDT
 LV0359'BAY, SAMOA CA 95564-9999, PHONE 707-443-2213, FAX 707-269-2541.
 LV0359'NOTE--CONTACT COMMANDING OFFICER OR OFFICER OF THE DAY 24 HOURS IN
 LV0359'ADVANCE.  TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101
 LV0359'AND STATE HIGHWAY 255 (SAMOA EXIT) IN NORTH EUREKA, GO NORTHWESTERLY
 LV0359'FOR 3.14 KM (1.95 MI) ON HIGHWAY 255 TO A T-JUNCTION. TURN LEFT,
 LV0359'SOUTHWESTERLY FOR 7.64 KM (4.75 MI) ON THE NAVY BASE RD. TO A GATE AND
 LV0359'CALL BOX AT THE ENTRANCE TO THE COAST GUARD STATION. CHECK IN WITH THE
 LV0359'COMMANDING OFFICER OR OFFICER OF THE DAY.  CONTINUE SOUTHWEST THROUGH
 LV0359'GATE FOR 0.30 KM (0.20 MI) ON THE ROAD TO AN ASPHALT DRIVE ON THE LEFT
 LV0359'LEADING TO A BOATHOUSE.  TURN LEFT, SOUTHEAST FOR 0.14 KM (0.10 MI) ON
 LV0359'THE DRIVE TO ITS END AND THE STATION ON THE RIGHT, IN TOP OF THE
 LV0359'SEAWALL.  STATION IS 12.5 M (41.0 FT) NORTH-NORTHEAST OF BENCH MARK NO
 LV0359'12 AT A BEND IN THE SEAWALL, 4.4 M (14.4 FT) SOUTHWEST OF THE SOUTH 1
 LV0359'OF 2 METAL PIPE HANDRAILS, 3.65 M (11.98 FT) SOUTH-SOUTHEAST OF THE
 LV0359'SOUTH-SOUTHEAST EDGE OF THE DRIVE, 0.7 M (2.3 FT) WEST OF A FIBERGLASS
 LV0359'WITNESS POST, 0.65 M (2.13 FT) SOUTH-SOUTHEAST OF A CONCRETE ELECTRIC
 LV0359'JUNCTION BOX COVER CENTER, FLUSH WITH GROUND AND TOP OF THE SEAWALL.
 LV0359
 LV0359                          STATION RECOVERY (2003)
 LV0359
 LV0359'RECOVERY NOTE BY ORBITECH INC 2003 (SHG)
 LV0359'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0360 ***********************************************************************
 LV0360  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0360  DESIGNATION -  941 8767 TIDAL 12
 LV0360  PID         -  LV0360
 LV0360  STATE/COUNTY-  CA/HUMBOLDT
 LV0360  USGS QUAD   -  EUREKA (1972)
 LV0360
 LV0360                         *CURRENT SURVEY CONTROL
 LV0360  ___________________________________________________________________
 LV0360* NAD 83(1986)-  40 45 59.     (N)    124 13 04.     (W)     SCALED    
 LV0360* NAVD 88     -         4.132  (meters)      13.56   (feet)  ADJUSTED  
 LV0360  ___________________________________________________________________
 LV0360  GEOID HEIGHT-         -30.90  (meters)                     GEOID09
 LV0360  DYNAMIC HT  -           4.130 (meters)      13.55  (feet)  COMP
 LV0360  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 LV0360
 LV0360  VERT ORDER  -  FIRST     CLASS II
 LV0360
 LV0360.The horizontal coordinates were scaled from a topographic map and have
 LV0360.an estimated accuracy of +/- 6 seconds.
 LV0360.
 LV0360.The orthometric height was determined by differential leveling and
 LV0360.adjusted in June 1991.
 LV0360
 LV0360.This Tidal Bench Mark is designated as VM 1719
 LV0360.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0360
 LV0360.The geoid height was determined by GEOID09.
 LV0360
 LV0360.The dynamic height is computed by dividing the NAVD 88
 LV0360.geopotential number by the normal gravity value computed on the
 LV0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0360.degrees latitude (g = 980.6199 gals.).
 LV0360
 LV0360.The modeled gravity was interpolated from observed gravity values.
 LV0360
 LV0360;                    North         East    Units  Estimated Accuracy
 LV0360;SPC CA 1     -   661,490.    1,812,790.      MT  (+/- 180 meters Scaled)
 LV0360
 LV0360                          SUPERSEDED SURVEY CONTROL
 LV0360
 LV0360  NGVD 29 (12/02/92)    3.109  (m)           10.20   (f) ADJUSTED    1 2
 LV0360
 LV0360.Superseded values are not recommended for survey control.
 LV0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0360.See file dsdata.txt to determine how the superseded data were derived.
 LV0360
 LV0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL972135(NAD 83)
 LV0360
 LV0360_MARKER: DJ = TIDAL STATION DISK
 LV0360_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LV0360_SP_SET: SEAWALL
 LV0360_STAMPING: NO 12 1962
 LV0360_MARK LOGO: CGS   
 LV0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0360
 LV0360  HISTORY     - Date     Condition        Report By
 LV0360  HISTORY     - 1962     MONUMENTED       CGS
 LV0360  HISTORY     - 1967     GOOD             CGS
 LV0360  HISTORY     - 19880216 GOOD             NGS
 LV0360
 LV0360                          STATION DESCRIPTION
 LV0360
 LV0360'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0360'11.6 MI SW FROM ARCATA.
 LV0360'11.55 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION OF
 LV0360'H STREET AT ARCATA, AT THE COAST GUARD LIFEBOAT STATION, IN THE
 LV0360'TOP OF THE CONCRETE SEAWALL, 69 FEET EAST-NORTHEAST OF THE
 LV0360'NORTHEAST CORNER OF THE STATION BUILDING, 121 FEET NORTHEAST OF
 LV0360'BENCH MARK TIDAL 9, 40 FEET SOUTH OF BENCH MARK TIDAL 11.
 LV0360
 LV0360                          STATION RECOVERY (1988)
 LV0360
 LV0360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0360'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  19.1 KM (11.85
 LV0360'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE JUNCTION WITH U.S.
 LV0360'HIGHWAY 101 IN ARCATA.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0361 ***********************************************************************
 LV0361  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0361  DESIGNATION -  941 8767 TIDAL 9
 LV0361  PID         -  LV0361
 LV0361  STATE/COUNTY-  CA/HUMBOLDT
 LV0361  USGS QUAD   -  EUREKA (1972)
 LV0361
 LV0361                         *CURRENT SURVEY CONTROL
 LV0361  ___________________________________________________________________
 LV0361* NAD 83(1986)-  40 45 59.     (N)    124 13 05.     (W)     SCALED    
 LV0361* NAVD 88     -         4.669  (meters)      15.32   (feet)  ADJUSTED  
 LV0361  ___________________________________________________________________
 LV0361  GEOID HEIGHT-         -30.90  (meters)                     GEOID09
 LV0361  DYNAMIC HT  -           4.667 (meters)      15.31  (feet)  COMP
 LV0361  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 LV0361
 LV0361  VERT ORDER  -  FIRST     CLASS II
 LV0361
 LV0361.The horizontal coordinates were scaled from a topographic map and have
 LV0361.an estimated accuracy of +/- 6 seconds.
 LV0361.
 LV0361.The orthometric height was determined by differential leveling and
 LV0361.adjusted in June 1991.
 LV0361
 LV0361.This Tidal Bench Mark is designated as VM 1717
 LV0361.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0361
 LV0361.The geoid height was determined by GEOID09.
 LV0361
 LV0361.The dynamic height is computed by dividing the NAVD 88
 LV0361.geopotential number by the normal gravity value computed on the
 LV0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0361.degrees latitude (g = 980.6199 gals.).
 LV0361
 LV0361.The modeled gravity was interpolated from observed gravity values.
 LV0361
 LV0361;                    North         East    Units  Estimated Accuracy
 LV0361;SPC CA 1     -   661,490.    1,812,770.      MT  (+/- 180 meters Scaled)
 LV0361
 LV0361                          SUPERSEDED SURVEY CONTROL
 LV0361
 LV0361  NGVD 29 (12/02/92)    3.646  (m)           11.96   (f) ADJUSTED    1 2
 LV0361
 LV0361.Superseded values are not recommended for survey control.
 LV0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0361.See file dsdata.txt to determine how the superseded data were derived.
 LV0361
 LV0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL971135(NAD 83)
 LV0361
 LV0361_MARKER: DJ = TIDAL STATION DISK
 LV0361_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0361_SP_SET: CONCRETE RAMP
 LV0361_STAMPING: NO 9 1937
 LV0361_MARK LOGO: CGS   
 LV0361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0361
 LV0361  HISTORY     - Date     Condition        Report By
 LV0361  HISTORY     - 1937     MONUMENTED       CGS
 LV0361  HISTORY     - 1967     GOOD             CGS
 LV0361  HISTORY     - 19880216 GOOD             NGS
 LV0361
 LV0361                          STATION DESCRIPTION
 LV0361
 LV0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0361'11.6 MI SW FROM ARCATA.
 LV0361'11.55 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION OF
 LV0361'H STREET AT ARCATA, AT THE COAST GUARD LIFEBOAT STATION, IN
 LV0361'THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE RAMP FOR MARINE
 LV0361'RAILWAY TO THE DOCK, 69 FEET SOUTH OF THE NORTHEAST CORNER OF
 LV0361'THE STATION BUILDING, 121 FEET SOUTHWEST OF BENCH MARK TIDAL
 LV0361'12, 39 FEET WEST OF THE WEST END OF THE DOCK, 1.0 FOOT EAST OF
 LV0361'A CORNER STONE MARKED AD 1936.
 LV0361
 LV0361                          STATION RECOVERY (1988)
 LV0361
 LV0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0361'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  19.1 KM (11.85
 LV0361'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE JUNCTION WITH U.S.
 LV0361'HIGHWAY 101 IN ARCATA.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0279 ***********************************************************************
 LV0279  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0279  DESIGNATION -  941 8801 TIDAL 1
 LV0279  PID         -  LV0279
 LV0279  STATE/COUNTY-  CA/HUMBOLDT
 LV0279  USGS QUAD   -  EUREKA (1972)
 LV0279
 LV0279                         *CURRENT SURVEY CONTROL
 LV0279  ___________________________________________________________________
 LV0279* NAD 83(1986)-  40 48 09.8    (N)    124 10 02.5    (W)     HD_HELD2  
 LV0279* NAVD 88     -         5.686  (meters)      18.65   (feet)  ADJUSTED  
 LV0279  ___________________________________________________________________
 LV0279  GEOID HEIGHT-         -30.66  (meters)                     GEOID09
 LV0279  DYNAMIC HT  -           5.684 (meters)      18.65  (feet)  COMP
 LV0279  MODELED GRAV-     980,207.5   (mgal)                       NAVD 88
 LV0279
 LV0279  VERT ORDER  -  FIRST     CLASS II
 LV0279
 LV0279.The horizontal coordinates were established by autonomous hand held GPS
 LV0279.observations and have an estimated accuracy of +/- 10 meters.
 LV0279.
 LV0279.The orthometric height was determined by differential leveling and
 LV0279.adjusted in June 1991.
 LV0279
 LV0279.This Tidal Bench Mark is designated as VM 8732
 LV0279.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0279
 LV0279.The geoid height was determined by GEOID09.
 LV0279
 LV0279.The dynamic height is computed by dividing the NAVD 88
 LV0279.geopotential number by the normal gravity value computed on the
 LV0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0279.degrees latitude (g = 980.6199 gals.).
 LV0279
 LV0279.The modeled gravity was interpolated from observed gravity values.
 LV0279
 LV0279;                    North         East    Units  Estimated Accuracy
 LV0279;SPC CA 1     -   665,418.    1,817,144.      MT  (+/- 10 meters HH2 GPS)
 LV0279
 LV0279                          SUPERSEDED SURVEY CONTROL
 LV0279
 LV0279  NGVD 29 (12/02/92)    4.677  (m)           15.34   (f) ADJUSTED    1 2
 LV0279
 LV0279.Superseded values are not recommended for survey control.
 LV0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0279.See file dsdata.txt to determine how the superseded data were derived.
 LV0279
 LV0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL0152917513(NAD 83)
 LV0279
 LV0279_MARKER: DJ = TIDAL STATION DISK
 LV0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0279_SP_SET: PILLAR
 LV0279_STAMPING: BM 1 1921 14.911
 LV0279_MARK LOGO: CGS   
 LV0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0279+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2009
 LV0279
 LV0279  HISTORY     - Date     Condition        Report By
 LV0279  HISTORY     - 1921     MONUMENTED       CGS
 LV0279  HISTORY     - 1967     GOOD             CGS
 LV0279  HISTORY     - 19880221 GOOD             NGS
 LV0279  HISTORY     - 20090123 GOOD             CADT
 LV0279
 LV0279                          STATION DESCRIPTION
 LV0279
 LV0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0279'AT EUREKA.
 LV0279'AT EUREKA, AT THE WEST CORNER OF THE INTERSECTION OF 4TH STREET
 LV0279'(U.S. HIGHWAY 101) AND E STREET, IN THE TOP OF THE CONCRETE BASE
 LV0279'FOR A 24-INCH PILLAR AT THE NORTHEAST ENTRANCE TO THE COMERCE
 LV0279'BUILDING AT 350 E STREET, 41 FEET NORTHWEST OF THE NORTHWEST
 LV0279'CURB OF 4TH STREET, 10 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 LV0279'E STREET, 7 FEET NORTHWEST OF THE CENTER OF THE ENTRANCE TO THE
 LV0279'BUILDING, AND ABOUT 2 1/2 FEET ABOVE THE SIDEWALK.
 LV0279
 LV0279                          STATION RECOVERY (1988)
 LV0279
 LV0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0279'RECOVERED IN GOOD CONDITION.
 LV0279
 LV0279                          STATION RECOVERY (2009)
 LV0279
 LV0279'RECOVERY NOTE BY CALTRANS 2009 (REB)
 LV0279'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0281 ***********************************************************************
 LV0281  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0281  DESIGNATION -  941 8801 TIDAL 2
 LV0281  PID         -  LV0281
 LV0281  STATE/COUNTY-  CA/HUMBOLDT
 LV0281  USGS QUAD   -  EUREKA (1972)
 LV0281
 LV0281                         *CURRENT SURVEY CONTROL
 LV0281  ___________________________________________________________________
 LV0281* NAD 83(1986)-  40 48 05.     (N)    124 09 50.     (W)     SCALED    
 LV0281* NAVD 88     -        14.387  (meters)      47.20   (feet)  ADJUSTED  
 LV0281  ___________________________________________________________________
 LV0281  GEOID HEIGHT-         -30.65  (meters)                     GEOID09
 LV0281  DYNAMIC HT  -          14.380 (meters)      47.18  (feet)  COMP
 LV0281  MODELED GRAV-     980,207.0   (mgal)                       NAVD 88
 LV0281
 LV0281  VERT ORDER  -  FIRST     CLASS II
 LV0281
 LV0281.The horizontal coordinates were scaled from a topographic map and have
 LV0281.an estimated accuracy of +/- 6 seconds.
 LV0281.
 LV0281.The orthometric height was determined by differential leveling and
 LV0281.adjusted in June 1991.
 LV0281
 LV0281.This Tidal Bench Mark is designated as VM 8733
 LV0281.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0281
 LV0281.Photographs are available for this station.
 LV0281
 LV0281.The geoid height was determined by GEOID09.
 LV0281
 LV0281.The dynamic height is computed by dividing the NAVD 88
 LV0281.geopotential number by the normal gravity value computed on the
 LV0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0281.degrees latitude (g = 980.6199 gals.).
 LV0281
 LV0281.The modeled gravity was interpolated from observed gravity values.
 LV0281
 LV0281;                    North         East    Units  Estimated Accuracy
 LV0281;SPC CA 1     -   665,260.    1,817,430.      MT  (+/- 180 meters Scaled)
 LV0281
 LV0281                          SUPERSEDED SURVEY CONTROL
 LV0281
 LV0281  NGVD 29 (12/02/92)   13.377  (m)           43.89   (f) ADJUSTED    1 2
 LV0281
 LV0281.Superseded values are not recommended for survey control.
 LV0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0281.See file dsdata.txt to determine how the superseded data were derived.
 LV0281
 LV0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL018173(NAD 83)
 LV0281
 LV0281_MARKER: DJ = TIDAL STATION DISK
 LV0281_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0281_SP_SET: RETAINING WALL
 LV0281_STAMPING: BM 2 1921 43.422
 LV0281_MARK LOGO: CGS   
 LV0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0281+STABILITY: SURFACE MOTION
 LV0281
 LV0281  HISTORY     - Date     Condition        Report By
 LV0281  HISTORY     - 1921     MONUMENTED       CGS
 LV0281  HISTORY     - 1967     GOOD             CGS
 LV0281  HISTORY     - 1974     GOOD             NGS
 LV0281  HISTORY     - 19880221 GOOD             NGS
 LV0281
 LV0281                          STATION DESCRIPTION
 LV0281
 LV0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0281'AT EUREKA.
 LV0281'AT EUREKA, ALONG 5TH STREET BETWEEN G AND H STREETS, ALONG THE
 LV0281'SOUTH SIDE OF THE POST OFFICE BUILDING, IN THE TOP OF THE NORTH
 LV0281'END OF A CONCRETE RETAINING WALL AROUND THE BASEMENT ENTRANCE,
 LV0281'ABOUT 120 FEET WEST OF THE WEST CURB OF H STREET, 80 FEET SOUTH
 LV0281'OF THE SOUTH CURB OF 5TH STREET, 33 FEET WEST OF THE WEST OF THE
 LV0281'WEST EDGE OF A LOADING PLATFORM, 0.2 FOOT WEST OF THE WEST WALL
 LV0281'OF BUILDING, AND ABOUT 8 FEET HIGHER THAN THE STREET.
 LV0281
 LV0281                          STATION RECOVERY (1974)
 LV0281
 LV0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LV0281'RECOVERED IN GOOD CONDITION.
 LV0281
 LV0281                          STATION RECOVERY (1988)
 LV0281
 LV0281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0352 ***********************************************************************
 LV0352  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0352  DESIGNATION -  941 8817 TIDAL 2
 LV0352  PID         -  LV0352
 LV0352  STATE/COUNTY-  CA/HUMBOLDT
 LV0352  USGS QUAD   -  EUREKA (1972)
 LV0352
 LV0352                         *CURRENT SURVEY CONTROL
 LV0352  ___________________________________________________________________
 LV0352* NAD 83(1986)-  40 49 06.19   (N)    124 10 49.60   (W)     HD_HELD1  
 LV0352* NAVD 88     -         3.250  (meters)      10.66   (feet)  ADJUSTED  
 LV0352  ___________________________________________________________________
 LV0352  GEOID HEIGHT-         -30.69  (meters)                     GEOID09
 LV0352  DYNAMIC HT  -           3.249 (meters)      10.66  (feet)  COMP
 LV0352  MODELED GRAV-     980,210.8   (mgal)                       NAVD 88
 LV0352
 LV0352  VERT ORDER  -  FIRST     CLASS II
 LV0352
 LV0352.The horizontal coordinates were established by differentially corrected
 LV0352.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 LV0352.
 LV0352.The orthometric height was determined by differential leveling and
 LV0352.adjusted in June 1991.
 LV0352
 LV0352.This Tidal Bench Mark is designated as VM 11960
 LV0352.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0352
 LV0352.The geoid height was determined by GEOID09.
 LV0352
 LV0352.The dynamic height is computed by dividing the NAVD 88
 LV0352.geopotential number by the normal gravity value computed on the
 LV0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0352.degrees latitude (g = 980.6199 gals.).
 LV0352
 LV0352.The modeled gravity was interpolated from observed gravity values.
 LV0352
 LV0352;                    North         East    Units  Estimated Accuracy
 LV0352;SPC CA 1     -   667,184.4   1,816,083.6     MT  (+/- 3 meters HH1 GPS) 
 LV0352
 LV0352                          SUPERSEDED SURVEY CONTROL
 LV0352
 LV0352  NGVD 29 (12/02/92)    2.227  (m)            7.31   (f) ADJUSTED    1 2
 LV0352
 LV0352.Superseded values are not recommended for survey control.
 LV0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0352.See file dsdata.txt to determine how the superseded data were derived.
 LV0352
 LV0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL0044919266(NAD 83)
 LV0352
 LV0352_MARKER: DJ = TIDAL STATION DISK
 LV0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0352_SP_SET: FOUNDATION
 LV0352_STAMPING: NO 2 1962
 LV0352_MARK LOGO: CGS   
 LV0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0352
 LV0352  HISTORY     - Date     Condition        Report By
 LV0352  HISTORY     - 1962     MONUMENTED       CGS
 LV0352  HISTORY     - UNK      SEE DESCRIPTION
 LV0352  HISTORY     - 1967     GOOD             CGS
 LV0352  HISTORY     - 19880216 GOOD             NGS
 LV0352
 LV0352                          STATION DESCRIPTION
 LV0352
 LV0352'DESCRIBED UNK
 LV0352'
 LV0352
 LV0352                          STATION RECOVERY (1967)
 LV0352
 LV0352'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LV0352'7.2 MI SW FROM ARCATA.
 LV0352'6.95 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION
 LV0352'OF H STREET AT ARCATA, THENCE 0.25 MILE SOUTH ALONG A PAVED
 LV0352'ROAD, AT THE WEST EDGE OF THE WATER OF A LOG DUMP, IN THE TOP
 LV0352'OF THE SOUTHEAST CORNER OF AN ABANDONED 14- BY 18-FOOT CONCRETE
 LV0352'FILTER SCREEN FOR POWERHOUSE, 165 FEET EAST OF THE EAST SIDE
 LV0352'OF A TALL SMOKE STACK, AND ABOUT 1 FOOT ABOVE THE GROUND.
 LV0352
 LV0352                          STATION RECOVERY (1988)
 LV0352
 LV0352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0352'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  10.2 KM
 LV0352'(6.35 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE JUNCTION
 LV0352'WITH U.S. HIGHWAY 101 IN ARCATA, THENCE 1.5 KM (0.95 MI)
 LV0352'SOUTHWESTERLY ALONG VANCE AVENUE, THENCE 0.4 KM (0.25 MI) SOUTHERLY
 LV0352'ALONG A GRAVELED ROAD, IN THE SOUTH CORNER OF AN ABANDONED 14 BY 18
 LV0352'FOOT CONCRETE FILTER SCREEN BOX THAT PROJECTS 0.3 M (1.0 FT) ABOVE
 LV0352'THE GROUND SURFACE, AT THE WATERS EDGE, 70.0 M (229.7 FT) SOUTHEAST
 LV0352'OF THE SOUTH CORNER OF THE BLACKSMITH AND MACHINE SHOP OF THE
 LV0352'LOUISIANA PACIFIC LUMBER COMPANY, 47.0 M (154.2 FT) EAST-NORTHEAST OF
 LV0352'THE CENTER OF A PEDESTRIAN GATE, 16.7 M (54.8 FT) SOUTHEAST OF THE
 LV0352'CENTER OF THE ROAD, AND LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0103 ***********************************************************************
 LV0103  DESIGNATION -  941 9750 TIDAL 16 RESET
 LV0103  PID         -  LV0103
 LV0103  STATE/COUNTY-  CA/DEL NORTE
 LV0103  USGS QUAD   -  SISTER ROCKS (1966)
 LV0103
 LV0103                         *CURRENT SURVEY CONTROL
 LV0103  ___________________________________________________________________
 LV0103* NAD 83(1986)-  41 44 51.     (N)    124 10 54.     (W)     SCALED    
 LV0103* NAVD 88     -         4.228  (meters)      13.87   (feet)  ADJUSTED  
 LV0103  ___________________________________________________________________
 LV0103  GEOID HEIGHT-         -28.66  (meters)                     GEOID09
 LV0103  DYNAMIC HT  -           4.226 (meters)      13.86  (feet)  COMP
 LV0103  MODELED GRAV-     980,285.7   (mgal)                       NAVD 88
 LV0103
 LV0103  VERT ORDER  -  FIRST     CLASS II
 LV0103
 LV0103.The horizontal coordinates were scaled from a topographic map and have
 LV0103.an estimated accuracy of +/- 6 seconds.
 LV0103.
 LV0103.The orthometric height was determined by differential leveling and
 LV0103.adjusted in June 1991.
 LV0103
 LV0103.The geoid height was determined by GEOID09.
 LV0103
 LV0103.The dynamic height is computed by dividing the NAVD 88
 LV0103.geopotential number by the normal gravity value computed on the
 LV0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0103.degrees latitude (g = 980.6199 gals.).
 LV0103
 LV0103.The modeled gravity was interpolated from observed gravity values.
 LV0103
 LV0103;                    North         East    Units  Estimated Accuracy
 LV0103;SPC CA 1     -   770,340.    1,818,550.      MT  (+/- 180 meters Scaled)
 LV0103
 LV0103                          SUPERSEDED SURVEY CONTROL
 LV0103
 LV0103  NGVD 29 (??/??/??)    3.20   (m)           10.5    (f) RESET       3  
 LV0103
 LV0103.Superseded values are not recommended for survey control.
 LV0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0103.See file dsdata.txt to determine how the superseded data were derived.
 LV0103
 LV0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM017224(NAD 83)
 LV0103
 LV0103_MARKER: DJ = TIDAL STATION DISK
 LV0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0103_SP_SET: CONCRETE BLOCK
 LV0103_STAMPING: TIDAL 16 1956 RESET 1967
 LV0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0103
 LV0103  HISTORY     - Date     Condition        Report By
 LV0103  HISTORY     - 1967     MONUMENTED       CGS
 LV0103  HISTORY     - 1974     GOOD             NGS
 LV0103  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0103
 LV0103                          STATION DESCRIPTION
 LV0103
 LV0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0103'0.8 MI SE FROM CRESCENT CITY.
 LV0103'0.75 MILE SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0103'OF FRONT STREET AT CRESCENT CITY, THENCE 0.1 MILE SOUTHWEST ALONG
 LV0103'CITIZEN DOCK ROAD, IN THE TOP OF THE WEST CORNER OF A 6- BY 6-FOOT
 LV0103'CONCRETE BLOCK WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND,
 LV0103'36 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 0.2 MILE
 LV0103'NORTHEAST OF CITIZEN DOCK, 120 FEET EAST AND ACROSS THE ROAD
 LV0103'FROM BENCH MARK T 1089 AND TIDAL 22, 39 FEET NORTH OF A PUMP
 LV0103'HOUSE, AND ABOUT LEVEL WITH THE ROAD.
 LV0103
 LV0103                          STATION RECOVERY (1974)
 LV0103
 LV0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LV0103'RECOVERED IN GOOD CONDITION.
 LV0103
 LV0103                          STATION RECOVERY (1988)
 LV0103
 LV0103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0103'THERE IS A NEW PIPE CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0113 ***********************************************************************
 LV0113  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0113  DESIGNATION -  941 9750 TIDAL 18
 LV0113  PID         -  LV0113
 LV0113  STATE/COUNTY-  CA/DEL NORTE
 LV0113  USGS QUAD   -  CRESCENT CITY (1978)
 LV0113
 LV0113                         *CURRENT SURVEY CONTROL
 LV0113  ___________________________________________________________________
 LV0113* NAD 83(1986)-  41 45 11.     (N)    124 11 27.     (W)     SCALED    
 LV0113* NAVD 88     -         3.701  (meters)      12.14   (feet)  ADJUSTED  
 LV0113  ___________________________________________________________________
 LV0113  GEOID HEIGHT-         -28.68  (meters)                     GEOID09
 LV0113  DYNAMIC HT  -           3.700 (meters)      12.14  (feet)  COMP
 LV0113  MODELED GRAV-     980,287.8   (mgal)                       NAVD 88
 LV0113
 LV0113  VERT ORDER  -  FIRST     CLASS II
 LV0113
 LV0113.The horizontal coordinates were scaled from a topographic map and have
 LV0113.an estimated accuracy of +/- 6 seconds.
 LV0113.
 LV0113.The orthometric height was determined by differential leveling and
 LV0113.adjusted in June 1991.
 LV0113
 LV0113.This Tidal Bench Mark is designated as VM 1023
 LV0113.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0113
 LV0113.The geoid height was determined by GEOID09.
 LV0113
 LV0113.The dynamic height is computed by dividing the NAVD 88
 LV0113.geopotential number by the normal gravity value computed on the
 LV0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0113.degrees latitude (g = 980.6199 gals.).
 LV0113
 LV0113.The modeled gravity was interpolated from observed gravity values.
 LV0113
 LV0113;                    North         East    Units  Estimated Accuracy
 LV0113;SPC CA 1     -   770,970.    1,817,800.      MT  (+/- 180 meters Scaled)
 LV0113
 LV0113                          SUPERSEDED SURVEY CONTROL
 LV0113
 LV0113  NGVD 29 (??/??/??)    2.671  (m)            8.76   (f) ADJUSTED    1 2
 LV0113
 LV0113.Superseded values are not recommended for survey control.
 LV0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0113.See file dsdata.txt to determine how the superseded data were derived.
 LV0113
 LV0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM009230(NAD 83)
 LV0113
 LV0113_MARKER: DJ = TIDAL STATION DISK
 LV0113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0113_SP_SET: CONCRETE HEAD WALL
 LV0113_STAMPING: TIDAL 18 1959
 LV0113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0113
 LV0113  HISTORY     - Date     Condition        Report By
 LV0113  HISTORY     - 1959     MONUMENTED       CGS
 LV0113  HISTORY     - 1967     GOOD             CGS
 LV0113  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0113
 LV0113                          STATION DESCRIPTION
 LV0113
 LV0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0113'AT CRESCENT CITY.
 LV0113'AT CRESCENT CITY, ALONG U.S. HIGHWAY 101 SOUTH BOUND, IN THE
 LV0113'TOP OF THE EAST END OF THE SOUTHWEST CONCRETE HEAD WALL OF BRIDGE
 LV0113'NO. 1-21 OVER ELK CREEK, 40 FEET SOUTH OF THE CENTER LINE OF THE
 LV0113'HIGHWAY, 69 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM THE
 LV0113'SOUTHEAST EDGE OF A GRASSY PARK, 165 FEET NORTHEAST OF THE
 LV0113'EXTENDED CENTER LINE OF M STREET, AND ABOUT LEVEL WITH THE
 LV0113'HIGHWAY.
 LV0113
 LV0113                          STATION RECOVERY (1988)
 LV0113
 LV0113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0113'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0112 ***********************************************************************
 LV0112  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0112  DESIGNATION -  941 9750 TIDAL 19
 LV0112  PID         -  LV0112
 LV0112  STATE/COUNTY-  CA/DEL NORTE
 LV0112  USGS QUAD   -  CRESCENT CITY (1978)
 LV0112
 LV0112                         *CURRENT SURVEY CONTROL
 LV0112  ___________________________________________________________________
 LV0112* NAD 83(1986)-  41 45 07.     (N)    124 11 09.     (W)     SCALED    
 LV0112* NAVD 88     -         3.692  (meters)      12.11   (feet)  ADJUSTED  
 LV0112  ___________________________________________________________________
 LV0112  GEOID HEIGHT-         -28.66  (meters)                     GEOID09
 LV0112  DYNAMIC HT  -           3.691 (meters)      12.11  (feet)  COMP
 LV0112  MODELED GRAV-     980,286.5   (mgal)                       NAVD 88
 LV0112
 LV0112  VERT ORDER  -  FIRST     CLASS II
 LV0112
 LV0112.The horizontal coordinates were scaled from a topographic map and have
 LV0112.an estimated accuracy of +/- 6 seconds.
 LV0112.
 LV0112.The orthometric height was determined by differential leveling and
 LV0112.adjusted in June 1991.
 LV0112
 LV0112.This Tidal Bench Mark is designated as VM 1024
 LV0112.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0112
 LV0112.The geoid height was determined by GEOID09.
 LV0112
 LV0112.The dynamic height is computed by dividing the NAVD 88
 LV0112.geopotential number by the normal gravity value computed on the
 LV0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0112.degrees latitude (g = 980.6199 gals.).
 LV0112
 LV0112.The modeled gravity was interpolated from observed gravity values.
 LV0112
 LV0112;                    North         East    Units  Estimated Accuracy
 LV0112;SPC CA 1     -   770,840.    1,818,220.      MT  (+/- 180 meters Scaled)
 LV0112
 LV0112                          SUPERSEDED SURVEY CONTROL
 LV0112
 LV0112  NGVD 29 (12/02/92)    2.660  (m)            8.73   (f) ADJUSTED    1 2
 LV0112
 LV0112.Superseded values are not recommended for survey control.
 LV0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0112.See file dsdata.txt to determine how the superseded data were derived.
 LV0112
 LV0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM014229(NAD 83)
 LV0112
 LV0112_MARKER: DJ = TIDAL STATION DISK
 LV0112_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0112_SP_SET: HEADWALL
 LV0112_STAMPING: TIDAL 19 1959
 LV0112_MARK LOGO: CGS   
 LV0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0112+STABILITY: SURFACE MOTION
 LV0112
 LV0112  HISTORY     - Date     Condition        Report By
 LV0112  HISTORY     - 1959     MONUMENTED       CGS
 LV0112  HISTORY     - 1967     GOOD             CGS
 LV0112  HISTORY     - 1988     GOOD             NGS
 LV0112
 LV0112                          STATION DESCRIPTION
 LV0112
 LV0112'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0112'AT CRESCENT CITY.
 LV0112'AT CRESCENT CITY, 0.35 MILE SOUTHEAST ALONG U.S. HIGHWAY 101
 LV0112'FROM THE INTERSECTION OF FRONT STREET, 0.05 MILE NORTHWEST OF THE
 LV0112'JUNCTION OF ELK VALLEY ROAD, IN THE TOP OF THE SOUTHWEST END OF
 LV0112'THE CONCRETE HEAD WALL OF A CULVERT UNDER A DRIVEWAY SOUTHEAST
 LV0112'TO A SERVICE STATION, 40 FEET NORTHEAST OF THE CENTER LINE OF
 LV0112'THE HIGHWAY, 71 FEET SOUTH OF THE SOUTH CORNER OF THE STATION
 LV0112'BUILDING, 27 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVEWAY,
 LV0112'AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 LV0112
 LV0112                          STATION RECOVERY (1988)
 LV0112
 LV0112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0110 ***********************************************************************
 LV0110  FBN         -  This is a Federal Base Network Control Station.
 LV0110  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0110  DESIGNATION -  941 9750 TIDAL 20 RESET
 LV0110  PID         -  LV0110
 LV0110  STATE/COUNTY-  CA/DEL NORTE
 LV0110  USGS QUAD   -  SISTER ROCKS (1966)
 LV0110
 LV0110                         *CURRENT SURVEY CONTROL
 LV0110  ___________________________________________________________________
 LV0110* NAD 83(2007)-  41 44 45.43856(N)    124 11 01.77638(W)     ADJUSTED  
 LV0110* NAVD 88     -         3.986  (meters)      13.08   (feet)  ADJUSTED  
 LV0110  ___________________________________________________________________
 LV0110  EPOCH DATE  -        2007.00
 LV0110  X           -  -2,677,672.539 (meters)                     COMP
 LV0110  Y           -  -3,942,468.865 (meters)                     COMP
 LV0110  Z           -   4,224,576.308 (meters)                     COMP
 LV0110  LAPLACE CORR-           9.78  (seconds)                    DEFLEC09
 LV0110  ELLIP HEIGHT-         -24.698 (meters)          (02/10/07) ADJUSTED
 LV0110  GEOID HEIGHT-         -28.67  (meters)                     GEOID09
 LV0110  DYNAMIC HT  -           3.985 (meters)      13.07  (feet)  COMP
 LV0110
 LV0110  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV0110  Type    PID    Designation                      North   East  Ellip
 LV0110  -------------------------------------------------------------------
 LV0110  NETWORK LV0110 941 9750 TIDAL 20 RESET           1.18   1.23   3.78
 LV0110  -------------------------------------------------------------------
 LV0110  MODELED GRAV-     980,286.2   (mgal)                       NAVD 88
 LV0110
 LV0110  VERT ORDER  -  FIRST     CLASS II
 LV0110
 LV0110.The horizontal coordinates were established by GPS observations
 LV0110.and adjusted by the National Geodetic Survey in February 2007.
 LV0110
 LV0110.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV0110.See National Readjustment for more information. 
 LV0110
 LV0110.The horizontal coordinates are valid at the epoch date displayed above
 LV0110.which is a decimal equivalence of Year/Month/Day.
 LV0110
 LV0110.The orthometric height was determined by differential leveling and
 LV0110.adjusted in June 1991.
 LV0110
 LV0110.This Tidal Bench Mark is designated as VM 1016
 LV0110.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0110
 LV0110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV0110
 LV0110.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0110
 LV0110.The ellipsoidal height was determined by GPS observations
 LV0110.and is referenced to NAD 83.
 LV0110
 LV0110.The geoid height was determined by GEOID09.
 LV0110
 LV0110.The dynamic height is computed by dividing the NAVD 88
 LV0110.geopotential number by the normal gravity value computed on the
 LV0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0110.degrees latitude (g = 980.6199 gals.).
 LV0110
 LV0110.The modeled gravity was interpolated from observed gravity values.
 LV0110
 LV0110;                    North         East     Units Scale Factor Converg.
 LV0110;SPC CA 1     -   770,168.185 1,818,365.392   MT  1.00002110   -1 25 40.7
 LV0110;SPC CA 1     - 2,526,793.45  5,965,753.79   sFT  1.00002110   -1 25 40.7
 LV0110;UTM  10      - 4,622,247.662   401,568.482   MT  0.99971923   -0 47 17.8
 LV0110
 LV0110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0110!SPC CA 1     -   1.00000387  x   1.00002110  =   1.00002497
 LV0110!UTM  10      -   1.00000387  x   0.99971923  =   0.99972310
 LV0110
 LV0110                          SUPERSEDED SURVEY CONTROL
 LV0110
 LV0110  NAD 83(1998)-  41 44 45.43754(N)    124 11 01.77912(W) AD(2004.69) B
 LV0110  ELLIP H (09/28/05)  -24.683  (m)                       GP(2004.69) 4 1
 LV0110  NAD 83(1998)-  41 44 45.43480(N)    124 11 01.78006(W) AD(1998.50) A
 LV0110  ELLIP H (04/06/00)  -24.655  (m)                       GP(1998.50) 3 1
 LV0110  NAVD 88 (09/28/05)    4.0    (m)           13.     (f) GPS OBS        
 LV0110  NAVD 88 (04/06/00)    4.1    (m)           13.     (f) GPS OBS        
 LV0110  NGVD 29 (12/02/92)    2.953  (m)            9.69   (f) ADJUSTED    1 2
 LV0110
 LV0110.Superseded values are not recommended for survey control.
 LV0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0110.See file dsdata.txt to determine how the superseded data were derived.
 LV0110
 LV0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM0156822247(NAD 83)
 LV0110
 LV0110_MARKER: DB = BENCH MARK DISK
 LV0110_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0110_SP_SET: ABUTMENT
 LV0110_STAMPING: TIDAL 20 1959 RESET 1960
 LV0110_MARK LOGO: CGS   
 LV0110_PROJECTION: FLUSH
 LV0110_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0110+STABILITY: SURFACE MOTION
 LV0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0110+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2011
 LV0110
 LV0110  HISTORY     - Date     Condition        Report By
 LV0110  HISTORY     - 1960     MONUMENTED       CGS
 LV0110  HISTORY     - 1967     GOOD             CGS
 LV0110  HISTORY     - 1974     GOOD             NGS
 LV0110  HISTORY     - 1988     GOOD             NGS
 LV0110  HISTORY     - 19940629 GOOD             CADT
 LV0110  HISTORY     - 19980520 GOOD             NGS
 LV0110  HISTORY     - 20040901 GOOD             CADT
 LV0110  HISTORY     - 20041020 GOOD             ORBITE
 LV0110  HISTORY     - 20110622 GOOD             INDIV
 LV0110
 LV0110                          STATION DESCRIPTION
 LV0110
 LV0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0110'1 MI SE FROM CRESCENT CITY.
 LV0110'0.75 MILE SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0110'OF FRONT STREET AT CRESCENT CITY, THENCE 0.3 MILE SOUTHWEST ALONG
 LV0110'CITIZENS DOCK ROAD, AT THE NORTHEAST END OF CITIZENS DOCK, AT
 LV0110'THE NORTHWEST CORNER OF A PARKING LOT, IN THE TOP OF AN 18-INCH-SQUARE
 LV0110'CONCRETE POST ALONG THE NORTHEAST SIDE OF DOCK, 17 FEET SOUTHEAST
 LV0110'OF THE CENTER LINE OF THE ROAD, AND ABOUT 0.8 FOOT HIGHER THAN
 LV0110'THE DOCK.
 LV0110
 LV0110                          STATION RECOVERY (1974)
 LV0110
 LV0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LV0110'RECOVERED IN GOOD CONDITION.
 LV0110
 LV0110                          STATION RECOVERY (1988)
 LV0110
 LV0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0110'RECOVERED IN GOOD CONDITION.
 LV0110
 LV0110                          STATION RECOVERY (1994)
 LV0110
 LV0110'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 LV0110'RECOVERED AS DESCRIBED.
 LV0110
 LV0110                          STATION RECOVERY (1998)
 LV0110
 LV0110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 LV0110'RECOVERED AS DESCRIBED.  NOTE--CONTACT HARBORMASTER LINDSAY A.  MARKS,
 LV0110'101 CITIZENS DOCK ROAD, CRESCENT CITY CA.  95531, PHONE 707-464-6174
 LV0110'OR FAX 707-465-3535.
 LV0110
 LV0110                          STATION RECOVERY (2004)
 LV0110
 LV0110'RECOVERY NOTE BY CALTRANS 2004 (GN)
 LV0110'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004.  THIS STATION WAS
 LV0110'OCCUPIED AS PART OF  THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION
 LV0110'SURVEY OF 2004.
 LV0110
 LV0110                          STATION RECOVERY (2004)
 LV0110
 LV0110'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 LV0110'RECOVERED IN GOOD CONDITION.
 LV0110
 LV0110                          STATION RECOVERY (2011)
 LV0110
 LV0110'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (JDO)
 LV0110'RECOVERED AS DESCRIBED
 LV0110'HARBOR MASTER IS NOW RICH YOUNG
 LV0110'PHONE NUMBER 707 464-6174 X24
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0099 ***********************************************************************
 LV0099  DESIGNATION -  941 9750 TIDAL 21
 LV0099  PID         -  LV0099
 LV0099  STATE/COUNTY-  CA/DEL NORTE
 LV0099  USGS QUAD   -  SISTER ROCKS (1966)
 LV0099
 LV0099                         *CURRENT SURVEY CONTROL
 LV0099  ___________________________________________________________________
 LV0099* NAD 83(1986)-  41 44 54.     (N)    124 10 49.     (W)     SCALED    
 LV0099* NAVD 88     -         4.047  (meters)      13.28   (feet)  ADJUSTED  
 LV0099  ___________________________________________________________________
 LV0099  GEOID HEIGHT-         -28.65  (meters)                     GEOID09
 LV0099  DYNAMIC HT  -           4.046 (meters)      13.27  (feet)  COMP
 LV0099  MODELED GRAV-     980,285.3   (mgal)                       NAVD 88
 LV0099
 LV0099  VERT ORDER  -  FIRST     CLASS II
 LV0099
 LV0099.The horizontal coordinates were scaled from a topographic map and have
 LV0099.an estimated accuracy of +/- 6 seconds.
 LV0099.
 LV0099.The orthometric height was determined by differential leveling and
 LV0099.adjusted in June 1991.
 LV0099
 LV0099.The geoid height was determined by GEOID09.
 LV0099
 LV0099.The dynamic height is computed by dividing the NAVD 88
 LV0099.geopotential number by the normal gravity value computed on the
 LV0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0099.degrees latitude (g = 980.6199 gals.).
 LV0099
 LV0099.The modeled gravity was interpolated from observed gravity values.
 LV0099
 LV0099;                    North         East    Units  Estimated Accuracy
 LV0099;SPC CA 1     -   770,430.    1,818,670.      MT  (+/- 180 meters Scaled)
 LV0099
 LV0099                          SUPERSEDED SURVEY CONTROL
 LV0099
 LV0099  NGVD 29 (??/??/??)    3.015  (m)            9.89   (f) ADJUSTED    1 2
 LV0099
 LV0099.Superseded values are not recommended for survey control.
 LV0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0099.See file dsdata.txt to determine how the superseded data were derived.
 LV0099
 LV0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM018225(NAD 83)
 LV0099
 LV0099_MARKER: DJ = TIDAL STATION DISK
 LV0099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0099_SP_SET: CULVERT
 LV0099_STAMPING: TIDAL 21 1960
 LV0099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0099
 LV0099  HISTORY     - Date     Condition        Report By
 LV0099  HISTORY     - 1960     MONUMENTED       CGS
 LV0099  HISTORY     - 1967     GOOD             CGS
 LV0099  HISTORY     - 1974     MARK NOT FOUND   NGS
 LV0099  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0099
 LV0099                          STATION DESCRIPTION
 LV0099
 LV0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0099'0.8 MI SE FROM CRESCENT CITY.
 LV0099'0.75 MILE SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0099'OF FRONT STREET AT CRESCENT CITY, AT THE JUNCTION OF CITIZENS
 LV0099'DOCK ROAD SOUTHWEST, IN THE TOP OF THE CENTER OF THE
 LV0099'CONCRETE HEAD WALL OF A CULVERT UNDER THE ROAD, 150 FEET WEST
 LV0099'AND ACROSS THE JUNCTION OF THE WEST CORNER OF CURLY REDWOOD
 LV0099'LODGE (WESTERN), 41 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LV0099'HIGHWAY, 56 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND
 LV0099'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 LV0099
 LV0099                          STATION RECOVERY (1974)
 LV0099
 LV0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LV0099'MARK NOT FOUND.
 LV0099
 LV0099                          STATION RECOVERY (1988)
 LV0099
 LV0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0099'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0117 ***********************************************************************
 LV0117  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0117  DESIGNATION -  941 9750 TIDAL 6
 LV0117  PID         -  LV0117
 LV0117  STATE/COUNTY-  CA/DEL NORTE
 LV0117  USGS QUAD   -  SISTER ROCKS (1966)
 LV0117
 LV0117                         *CURRENT SURVEY CONTROL
 LV0117  ___________________________________________________________________
 LV0117* NAD 83(1986)-  41 44 55.9    (N)    124 12 00.0    (W)     HD_HELD2  
 LV0117* NAVD 88     -         4.122  (meters)      13.52   (feet)  ADJUSTED  
 LV0117  ___________________________________________________________________
 LV0117  GEOID HEIGHT-         -28.73  (meters)                     GEOID09
 LV0117  DYNAMIC HT  -           4.121 (meters)      13.52  (feet)  COMP
 LV0117  MODELED GRAV-     980,290.4   (mgal)                       NAVD 88
 LV0117
 LV0117  VERT ORDER  -  FIRST     CLASS II
 LV0117
 LV0117.The horizontal coordinates were established by autonomous hand held GPS
 LV0117.observations and have an estimated accuracy of +/- 10 meters.
 LV0117.
 LV0117.The orthometric height was determined by differential leveling and
 LV0117.adjusted in June 1991.
 LV0117
 LV0117.WARNING-Repeat measurements at this control monument indicate possible
 LV0117.vertical movement.
 LV0117
 LV0117.This Tidal Bench Mark is designated as VM 1017
 LV0117.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0117
 LV0117.The geoid height was determined by GEOID09.
 LV0117
 LV0117.The dynamic height is computed by dividing the NAVD 88
 LV0117.geopotential number by the normal gravity value computed on the
 LV0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0117.degrees latitude (g = 980.6199 gals.).
 LV0117
 LV0117.The modeled gravity was interpolated from observed gravity values.
 LV0117
 LV0117;                    North         East    Units  Estimated Accuracy
 LV0117;SPC CA 1     -   770,524.    1,817,029.      MT  (+/- 10 meters HH2 GPS)
 LV0117
 LV0117                          SUPERSEDED SURVEY CONTROL
 LV0117
 LV0117  NGVD 29 (12/02/92)    3.097  (m)           10.16   (f) ADJUSTED    1 2
 LV0117
 LV0117.Superseded values are not recommended for survey control.
 LV0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0117.See file dsdata.txt to determine how the superseded data were derived.
 LV0117
 LV0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM0022822588(NAD 83)
 LV0117
 LV0117_MARKER: DJ = TIDAL STATION DISK
 LV0117_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0117_SP_SET: RETAINING WALL
 LV0117_STAMPING: 6 1933
 LV0117_MARK LOGO: CGS   
 LV0117_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0117+STABILITY: SURFACE MOTION
 LV0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0117+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 LV0117
 LV0117  HISTORY     - Date     Condition        Report By
 LV0117  HISTORY     - 1933     MONUMENTED       CGS
 LV0117  HISTORY     - 1967     GOOD             CGS
 LV0117  HISTORY     - 1988     GOOD             NGS
 LV0117  HISTORY     - 19940629 GOOD             CADT
 LV0117  HISTORY     - 20070826 GOOD             NGS
 LV0117
 LV0117                          STATION DESCRIPTION
 LV0117
 LV0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0117'AT CRESCENT CITY.
 LV0117'AT CRESCENT CITY, AT THE JUNCTION OF FRONT AND D STREET, IN THE
 LV0117'TOP OF A SEAWALL, 9.0 FEET SOUTHEAST OF THE SOUTHEAST CURB OF
 LV0117'FRONT STREET, 25 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF
 LV0117'D STREET, 72 FEET NORTHEAST OF THE EAST CORNER OF A SMALL OFFICE
 LV0117'BUILDING, 25 FEET NORTHEAST OF TIDAL 14, 78 FEET SOUTHWEST OF A
 LV0117'LIGHT POLE, AND ABOUT LEVEL WITH THE STREET.
 LV0117
 LV0117                          STATION RECOVERY (1988)
 LV0117
 LV0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0117'RECOVERED IN GOOD CONDITION.
 LV0117
 LV0117                          STATION RECOVERY (1994)
 LV0117
 LV0117'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 LV0117'RECOVERED IN GOOD CONDITION.  NOTE--THE SEAWALL IS NOW A LOW RETAINING
 LV0117'WALL ALONG THE NORTHWEST EDGE OF A PARK ON THE SOUTHEAST SIDE OF FRONT
 LV0117'STREET.  PARK TREES EXTEND OVER TOP OF MARK.
 LV0117
 LV0117                          STATION RECOVERY (2007)
 LV0117
 LV0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DAC)
 LV0117'THIS IS GRAVITY BASE STATION 'CRESCENT CITY TIDAL 6,' C 1, NN 1773.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0115 ***********************************************************************
 LV0115  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0115  DESIGNATION -  941 9750 TIDAL 7
 LV0115  PID         -  LV0115
 LV0115  STATE/COUNTY-  CA/DEL NORTE
 LV0115  USGS QUAD   -  CRESCENT CITY (1978)
 LV0115
 LV0115                         *CURRENT SURVEY CONTROL
 LV0115  ___________________________________________________________________
 LV0115* NAD 83(1986)-  41 45 02.52   (N)    124 11 47.43   (W)     HD_HELD1  
 LV0115* NAVD 88     -         4.122  (meters)      13.52   (feet)  ADJUSTED  
 LV0115  ___________________________________________________________________
 LV0115  GEOID HEIGHT-         -28.71  (meters)                     GEOID09
 LV0115  DYNAMIC HT  -           4.121 (meters)      13.52  (feet)  COMP
 LV0115  MODELED GRAV-     980,289.5   (mgal)                       NAVD 88
 LV0115
 LV0115  VERT ORDER  -  FIRST     CLASS II
 LV0115
 LV0115.The horizontal coordinates were established by differentially corrected
 LV0115.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 LV0115.
 LV0115.The orthometric height was determined by differential leveling and
 LV0115.adjusted in June 1991.
 LV0115
 LV0115.WARNING-Repeat measurements at this control monument indicate possible
 LV0115.vertical movement.
 LV0115
 LV0115.This Tidal Bench Mark is designated as VM 1019
 LV0115.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0115
 LV0115.Photographs are available for this station.
 LV0115
 LV0115.The geoid height was determined by GEOID09.
 LV0115
 LV0115.The dynamic height is computed by dividing the NAVD 88
 LV0115.geopotential number by the normal gravity value computed on the
 LV0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0115.degrees latitude (g = 980.6199 gals.).
 LV0115
 LV0115.The modeled gravity was interpolated from observed gravity values.
 LV0115
 LV0115;                    North         East    Units  Estimated Accuracy
 LV0115;SPC CA 1     -   770,721.4   1,817,324.1     MT  (+/- 3 meters HH1 GPS) 
 LV0115
 LV0115                          SUPERSEDED SURVEY CONTROL
 LV0115
 LV0115  NGVD 29 (12/02/92)    3.088  (m)           10.13   (f) ADJUSTED    1 2
 LV0115
 LV0115.Superseded values are not recommended for survey control.
 LV0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0115.See file dsdata.txt to determine how the superseded data were derived.
 LV0115
 LV0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM0052122789(NAD 83)
 LV0115
 LV0115_MARKER: DJ = TIDAL STATION DISK
 LV0115_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0115_SP_SET: RETAINING WALL
 LV0115_STAMPING: 7 1945
 LV0115_MARK LOGO: CGS   
 LV0115_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LV0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0115+STABILITY: SURFACE MOTION
 LV0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0115+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 LV0115
 LV0115  HISTORY     - Date     Condition        Report By
 LV0115  HISTORY     - 1945     MONUMENTED       CGS
 LV0115  HISTORY     - 1967     GOOD             CGS
 LV0115  HISTORY     - 1988     GOOD             NGS
 LV0115  HISTORY     - 19940629 GOOD             CADT
 LV0115
 LV0115                          STATION DESCRIPTION
 LV0115
 LV0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0115'AT CRESCENT CITY.
 LV0115'AT CRESCENT CITY, AT THE SOUTH CORNER OF FRONT AND H STREETS,
 LV0115'IN THE TOP OF A CONCRETE SEAWALL, 96 FEET SOUTHEAST AND ACROSS
 LV0115'FRONT STREET FROM THE EAST CORNER OF SURF HOTEL, 9 FEET SOUTHEAST
 LV0115'OF THE SOUTHEAST CURB OF FRONT STREET, 27 FEET SOUTHWEST OF THE
 LV0115'CENTER LINE OF H STREET, 7 FEET NORTHWEST OF A POWER POLE, AND
 LV0115'ABOUT LEVEL WITH FRONT STREET.
 LV0115
 LV0115                          STATION RECOVERY (1988)
 LV0115
 LV0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0115'RECOVERED IN GOOD CONDITION.
 LV0115
 LV0115                          STATION RECOVERY (1994)
 LV0115
 LV0115'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 LV0115'RECOVERED IN GOOD CONDITION.  NOTE--THE WALL IS NOW A LOW RETAINING
 LV0115'WALL, ABOUT 2 FT (0.6 M) HIGH, SERVING AS THE NORTHWEST EDGE OF A CITY
 LV0115'PARK ALONG THE SOUTHEAST SIDE OF FRONT STREET,  15 FT (4.6 M) EAST OF
 LV0115'A LIGHT POLE AND 1.2 FT (0.4 M) SOUTHWEST OF THE NORTHEAST CORNER OF
 LV0115'THE WALL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0122 ***********************************************************************
 LV0122  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0122  DESIGNATION -  941 9750 TIDAL 8
 LV0122  PID         -  LV0122
 LV0122  STATE/COUNTY-  CA/DEL NORTE
 LV0122  USGS QUAD   -  SISTER ROCKS (1966)
 LV0122
 LV0122                         *CURRENT SURVEY CONTROL
 LV0122  ___________________________________________________________________
 LV0122* NAD 83(1992)-  41 44 46.01819(N)    124 12 04.12861(W)     ADJUSTED  
 LV0122* NAVD 88     -         8.974  (meters)      29.44   (feet)  ADJUSTED  
 LV0122  ___________________________________________________________________
 LV0122  EPOCH DATE  -        1991.35
 LV0122  LAPLACE CORR-           9.04  (seconds)                    DEFLEC09
 LV0122  GEOID HEIGHT-         -28.74  (meters)                     GEOID09
 LV0122  DYNAMIC HT  -           8.970 (meters)      29.43  (feet)  COMP
 LV0122  MODELED GRAV-     980,290.1   (mgal)                       NAVD 88
 LV0122
 LV0122  HORZ ORDER  -  THIRD
 LV0122  VERT ORDER  -  FIRST     CLASS II
 LV0122
 LV0122.The horizontal coordinates were established by classical geodetic methods
 LV0122.and adjusted by the National Geodetic Survey in December 1997.
 LV0122.
 LV0122.The orthometric height was determined by differential leveling and
 LV0122.adjusted in June 1991.
 LV0122
 LV0122.This Tidal Bench Mark is designated as VM 1020
 LV0122.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0122
 LV0122.Photographs are available for this station.
 LV0122
 LV0122.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0122
 LV0122.The geoid height was determined by GEOID09.
 LV0122
 LV0122.The dynamic height is computed by dividing the NAVD 88
 LV0122.geopotential number by the normal gravity value computed on the
 LV0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0122.degrees latitude (g = 980.6199 gals.).
 LV0122
 LV0122.The modeled gravity was interpolated from observed gravity values.
 LV0122
 LV0122;                    North         East     Units Scale Factor Converg.
 LV0122;SPC CA 1     -   770,222.108 1,816,925.588   MT  1.00002115   -1 26 21.5
 LV0122;SPC CA 1     - 2,526,970.37  5,961,030.03   sFT  1.00002115   -1 26 21.5
 LV0122;UTM  10      - 4,622,285.498   400,128.598   MT  0.99972274   -0 47 59.4
 LV0122
 LV0122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0122!SPC CA 1     -   1.00000310  x   1.00002115  =   1.00002425
 LV0122!UTM  10      -   1.00000310  x   0.99972274  =   0.99972584
 LV0122
 LV0122                          SUPERSEDED SURVEY CONTROL
 LV0122
 LV0122  NGVD 29 (12/02/92)    7.942  (m)           26.06   (f) ADJUSTED    1 2
 LV0122
 LV0122.Superseded values are not recommended for survey control.
 LV0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0122.See file dsdata.txt to determine how the superseded data were derived.
 LV0122
 LV0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM0012822285(NAD 83)
 LV0122
 LV0122_MARKER: DJ = TIDAL STATION DISK
 LV0122_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LV0122+WITH SETTING: PAVEMENT
 LV0122_SP_SET: ANCHOR BLOCK
 LV0122_STAMPING: 8 1945
 LV0122_MARK LOGO: CGS   
 LV0122_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0122+STABILITY: SURFACE MOTION
 LV0122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0122+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 LV0122
 LV0122  HISTORY     - Date     Condition        Report By
 LV0122  HISTORY     - 1945     MONUMENTED       CGS
 LV0122  HISTORY     - 1967     GOOD             CGS
 LV0122  HISTORY     - 1988     GOOD             NGS
 LV0122  HISTORY     - 19940629 GOOD             CADT
 LV0122
 LV0122                          STATION DESCRIPTION
 LV0122
 LV0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0122'AT CRESCENT CITY.
 LV0122'AT CRESCENT CITY, 0.15 MILE SOUTHEAST ALONG A STREET FROM SEASIDE
 LV0122'HOSPITAL, AT BATTERY POINT, 145 YARDS SOUTHEAST OF JUNCTION OF
 LV0122'BATTERY AND A STREETS, ABOUT 65 YARDS NORTHWEST OF THE NORTH
 LV0122'INSHORE END OF BREAKWATER, IN THE TOP OF A 2- BY 6-FOOT CONCRETE
 LV0122'BLOCK USED AS A POWER CABLE GUY WIRE ANCHOR, ABOUT 78 FEET
 LV0122'NORTHEAST OF THE EXTENDED CENTER LINE OF A STREET, 129 FEET
 LV0122'NORTHWEST OF BENCH MARK R 1089, 45 FEET SOUTHWEST OF THE CENTER
 LV0122'LINE OF A ROAD SOUTHEAST TO BREAK WATER PIER, AND ABOUT 3 1/2
 LV0122'FEET HIGHER THAN THE ROAD.
 LV0122
 LV0122                          STATION RECOVERY (1988)
 LV0122
 LV0122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0122'RECOVERED IN GOOD CONDITION.
 LV0122
 LV0122                          STATION RECOVERY (1994)
 LV0122
 LV0122'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 LV0122'RECOVERED IN GOOD CONDITION.  NOTE--ADDITIONAL INFORMATION - THE MARK
 LV0122'IS ON THE SOUTHEAST SIDE OF THE MAIN PARKING LOT FOR THE BATTERY POINT
 LV0122'VISTA AREA, ABOUT 25 FT (7.6 M) SOUTHWEST OF THE PAVED TRAVELED WAY TO
 LV0122'THE CRESCENT CITY HARBOR BREAKWATER JETTY, ABOUT 50 FT (15.2 M)
 LV0122'SOUTHEAST OF A ROOFED AND GLASS PANED INFORMATION STAND, AND ABOUT 20
 LV0122'FT (6.1 M) NORTHWEST OF THE NORTHWEST EDGE OF A SMALLER PAVED PARKING
 LV0122'AREA.  THE CONCRETE BLOCK CONTAINING THE MARK SERVES AS A GUY WIRE
 LV0122'ANCHOR FOR THE SOUTHERLY OF TWO LANDSIDE UTILITY POLES THAT SUPPORT
 LV0122'THE NORTHEAST ENDS OF THE TWO UTILITY LINE SERVICES TO THE BATTERY
 LV0122'POINT LIGHT HOUSE, WHICH IS JUST OFFSHORE.  THE CONCRETE ANCHOR BLOCK
 LV0122'IS ABOUT 6 FT (1.8 M) LONG AND 2 FT (0.6 M) WIDE AND PROJECTS ABOUT 1
 LV0122'FT (0.3 M) ABOVE THE GROUND.  NOTE--SEASIDE HOSPITAL IS GONE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1247 ***********************************************************************
 LU1247  DESIGNATION -  A 102
 LU1247  PID         -  LU1247
 LU1247  STATE/COUNTY-  CA/HUMBOLDT
 LU1247  USGS QUAD   -  GARBERVILLE (1970)
 LU1247
 LU1247                         *CURRENT SURVEY CONTROL
 LU1247  ___________________________________________________________________
 LU1247* NAD 83(1986)-  40 03 28.     (N)    123 47 10.     (W)     SCALED    
 LU1247* NAVD 88     -       121.595  (meters)     398.93   (feet)  ADJUSTED  
 LU1247  ___________________________________________________________________
 LU1247  GEOID HEIGHT-         -30.41  (meters)                     GEOID09
 LU1247  DYNAMIC HT  -         121.530 (meters)     398.72  (feet)  COMP
 LU1247  MODELED GRAV-     980,089.8   (mgal)                       NAVD 88
 LU1247
 LU1247  VERT ORDER  -  FIRST     CLASS II
 LU1247
 LU1247.The horizontal coordinates were scaled from a topographic map and have
 LU1247.an estimated accuracy of +/- 6 seconds.
 LU1247.
 LU1247.The orthometric height was determined by differential leveling and
 LU1247.adjusted in June 1991.
 LU1247
 LU1247.The geoid height was determined by GEOID09.
 LU1247
 LU1247.The dynamic height is computed by dividing the NAVD 88
 LU1247.geopotential number by the normal gravity value computed on the
 LU1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1247.degrees latitude (g = 980.6199 gals.).
 LU1247
 LU1247.The modeled gravity was interpolated from observed gravity values.
 LU1247
 LU1247;                    North         East    Units  Estimated Accuracy
 LU1247;SPC CA 1     -   582,000.    1,847,620.      MT  (+/- 180 meters Scaled)
 LU1247
 LU1247                          SUPERSEDED SURVEY CONTROL
 LU1247
 LU1247  NGVD 29 (12/02/92)  120.675  (m)          395.91   (f) ADJUSTED    1 2
 LU1247
 LU1247.Superseded values are not recommended for survey control.
 LU1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1247.See file dsdata.txt to determine how the superseded data were derived.
 LU1247
 LU1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK329344(NAD 83)
 LU1247
 LU1247_MARKER: DB = BENCH MARK DISK
 LU1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1247_SP_SET: CONCRETE POST
 LU1247_STAMPING: A 102 1931 395.541
 LU1247_MARK LOGO: CGS   
 LU1247_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1247+STABILITY: SURFACE MOTION
 LU1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1247+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1247
 LU1247  HISTORY     - Date     Condition        Report By
 LU1247  HISTORY     - 1931     MONUMENTED       CGS
 LU1247  HISTORY     - 1967     GOOD             CGS
 LU1247  HISTORY     - 19880331 GOOD             NGS
 LU1247  HISTORY     - 19920729 GOOD             NGS
 LU1247
 LU1247                          STATION DESCRIPTION
 LU1247
 LU1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1247'3.8 MI S FROM GARBERVILLE.
 LU1247'3.75 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1247'GARBERVILLE, 0.1 MILE WEST OF A PULLOUT AREA AND A LARGE BOULDER
 LU1247'IN THE RIVER, BETWEEN THE HIGHWAY AND THE RIVER AMONG A GROUP OF
 LU1247'TREES, 34 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 215 FEET
 LU1247'EAST OF CULVERT 5.91, 56 FEET WEST OF A POWER POLE, ABOUT 12
 LU1247'FEET SOUTH OF A CLIFF AT THE EDGE OF THE RIVER, 1.2 FEET WEST OF
 LU1247'A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 LU1247'OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
 LU1247
 LU1247                          STATION RECOVERY (1988)
 LU1247
 LU1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1247'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.1 KM (2.55
 LU1247'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1247'GARBERVILLE, THENCE 0.2 KM (0.10 MI) EAST ALONG LAKE BENBOW DRIVE,
 LU1247'THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG BENBOW DRIVE.
 LU1247
 LU1247                          STATION RECOVERY (1992)
 LU1247
 LU1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1247'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1247'OFFICE IN GARBERVILLE, THENCE 4.1 KM (2.55 MI) SOUTHERLY ALONG U.S.
 LU1247'HIGHWAY 101, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG LAKE BENBOW
 LU1247'DRIVE, THENCE 1.7 KM (1.05 MI) SOUTHERLY ALONG BENBOW DRIVE, 0.2 KM
 LU1247'(0.10 MI) WEST OF A PULLOUT, 65.5 M (214.9 FT) EAST OF CULVERT NUMBER
 LU1247'5.91, 17.1 M (56.1 FT) WEST OF A UTILITY POLE, 10.4 M (34.1 FT) NORTH
 LU1247'OF AND LEVEL WITH THE CENTERLINE OF THE DRIVE, 3.7 M (12.1 FT) SOUTH
 LU1247'OF A CLIFF AT THE EDGE OF A RIVER, 0.4 M (1.3 FT) WEST OF A WITNESS
 LU1247'POST, AND THE MONUMENT PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND
 LU1247'SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1472 ***********************************************************************
 KT1472  DESIGNATION -  A 103
 KT1472  PID         -  KT1472
 KT1472  STATE/COUNTY-  CA/MENDOCINO
 KT1472  USGS QUAD   -  TAN OAK PARK (1994)
 KT1472
 KT1472                         *CURRENT SURVEY CONTROL
 KT1472  ___________________________________________________________________
 KT1472* NAD 83(1986)-  39 48 46.     (N)    123 33 25.     (W)     SCALED    
 KT1472* NAVD 88     -       448.89   (+/-2cm)    1472.7    (feet)  VERTCON   
 KT1472  ___________________________________________________________________
 KT1472  GEOID HEIGHT-         -29.61  (meters)                     GEOID09
 KT1472  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1472
 KT1472.The horizontal coordinates were scaled from a topographic map and have
 KT1472.an estimated accuracy of +/- 6 seconds.
 KT1472.
 KT1472.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1472
 KT1472.The vertical order pertains to the NGVD 29 superseded value.
 KT1472
 KT1472.The geoid height was determined by GEOID09.
 KT1472
 KT1472;                    North         East    Units  Estimated Accuracy
 KT1472;SPC CA 2     -   739,380.    1,866,690.      MT  (+/- 180 meters Scaled)
 KT1472
 KT1472                          SUPERSEDED SURVEY CONTROL
 KT1472
 KT1472  NGVD 29 (??/??/92)  447.945  (m)         1469.63   (f) ADJ UNCH    1 2
 KT1472
 KT1472.Superseded values are not recommended for survey control.
 KT1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1472.See file dsdata.txt to determine how the superseded data were derived.
 KT1472
 KT1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK523071(NAD 83)
 KT1472
 KT1472_MARKER: DB = BENCH MARK DISK
 KT1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1472_STAMPING: A 103 1931 1469.433
 KT1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1472+STABILITY: SURFACE MOTION
 KT1472
 KT1472  HISTORY     - Date     Condition        Report By
 KT1472  HISTORY     - 1931     MONUMENTED       CGS
 KT1472  HISTORY     - 1967     GOOD             CGS
 KT1472
 KT1472                          STATION DESCRIPTION
 KT1472
 KT1472'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1472'10.4 MI N FROM LAYTONVILLE.
 KT1472'10.35 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1472'LAYTONVILLE, 0.1 MILE SOUTHEAST OF THE NORTHWEST END OF A LONG
 KT1472'TANGENT, AT THE JUNCTION OF A DIRT ROAD, 56 FEET NORTHEAST OF
 KT1472'THE CENTER LINE OF THE HIGHWAY, 62 FEET NORTH OF THE NORTHWEST
 KT1472'END OF THE HEAD WALL OF CULVERT 79.80, 20 FEET NORTHEAST OF THE
 KT1472'CENTER LINE OF THE ROAD, 6 FEET NORTHEAST OF A POINT IN LINE WITH
 KT1472'TELEPHONE POLES, 1.6 FEET NORTHEAST OF A WITNESS POST, ABOUT
 KT1472'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KT1472'PROJECTING 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0900 ***********************************************************************
 KT0900  DESIGNATION -  A 1082
 KT0900  PID         -  KT0900
 KT0900  STATE/COUNTY-  CA/MENDOCINO
 KT0900  USGS QUAD   -  LAYTONVILLE (1994)
 KT0900
 KT0900                         *CURRENT SURVEY CONTROL
 KT0900  ___________________________________________________________________
 KT0900* NAD 83(1986)-  39 41 53.     (N)    123 29 11.     (W)     SCALED    
 KT0900* NAVD 88     -       510.93   (+/-2cm)    1676.3    (feet)  VERTCON   
 KT0900  ___________________________________________________________________
 KT0900  GEOID HEIGHT-         -29.54  (meters)                     GEOID09
 KT0900  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0900
 KT0900.The horizontal coordinates were scaled from a topographic map and have
 KT0900.an estimated accuracy of +/- 6 seconds.
 KT0900.
 KT0900.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0900.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0900
 KT0900.The vertical order pertains to the NGVD 29 superseded value.
 KT0900
 KT0900.The geoid height was determined by GEOID09.
 KT0900
 KT0900;                    North         East    Units  Estimated Accuracy
 KT0900;SPC CA 2     -   726,540.    1,872,520.      MT  (+/- 180 meters Scaled)
 KT0900
 KT0900                          SUPERSEDED SURVEY CONTROL
 KT0900
 KT0900  NGVD 29 (??/??/92)  509.994  (m)         1673.21   (f) ADJ UNCH    1 2
 KT0900
 KT0900.Superseded values are not recommended for survey control.
 KT0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0900.See file dsdata.txt to determine how the superseded data were derived.
 KT0900
 KT0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ582943(NAD 83)
 KT0900
 KT0900_MARKER: DB = BENCH MARK DISK
 KT0900_SETTING: 66 = SET IN ROCK OUTCROP
 KT0900_SP_SET: OUTCROP
 KT0900_STAMPING: A 1082 1967
 KT0900_MARK LOGO: CGS   
 KT0900_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT0900+STABILITY: POSITION/ELEVATION WELL
 KT0900_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KT0900+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1994
 KT0900
 KT0900  HISTORY     - Date     Condition        Report By
 KT0900  HISTORY     - 1967     MONUMENTED       CGS
 KT0900  HISTORY     - 19940727 GOOD             CADT
 KT0900
 KT0900                          STATION DESCRIPTION
 KT0900
 KT0900'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0900'0.8 MI N FROM LAYTONVILLE.
 KT0900'0.75 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT0900'AT LAYTONVILLE, 0.25 MILE SOUTH OF A FIRE CONTROL STATION,
 KT0900'ABOUT 200 FEET SOUTH OF THE CREST OF A SMALL RISE IN THE
 KT0900'HIGHWAY GRADE, IN THE TOP OF A 6- BY 8-FOOT OUTCROP WHICH
 KT0900'PROJECTS ABOUT 4 FEET ABOVE THE GROUND, BETWEEN TWO 8-INCH PINE
 KT0900'TREES, 93 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 45 FEET
 KT0900'EAST OF A FENCE, 3.0 FEET EAST OF A WITNESS POST, ABOUT 12 FEET
 KT0900'HIGHER THAN THE HIGHWAY AND 4 FEET ABOVE THE GROUND.
 KT0900
 KT0900                          STATION RECOVERY (1994)
 KT0900
 KT0900'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 KT0900'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING INFORMATION-- THE
 KT0900'POST OFFICE HAS MOVED.  THE MARK IS 40 FT (12.2 M) EAST OF A FENCE.
 KT0900'TO REACH THE MARK FROM THE JUNCTION OF BRANSCOMB ROAD AND U.S.
 KT0900'HIGHWAY 101 NEAR THE NORTH END OF LAYTONVILLE GO NORTH ON HIGHWAY 101
 KT0900'0.72 MI (1.16 KM) TO THE MARK ON THE RIGHT.  IT IS AT APPROXIMATE
 KT0900'HIGHWAY POST MILE 70.23.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1495 ***********************************************************************
 KT1495  DESIGNATION -  A 1083
 KT1495  PID         -  KT1495
 KT1495  STATE/COUNTY-  CA/MENDOCINO
 KT1495  USGS QUAD   -  NOBLE BUTTE (1994)
 KT1495
 KT1495                         *CURRENT SURVEY CONTROL
 KT1495  ___________________________________________________________________
 KT1495* NAD 83(1986)-  39 52 38.     (N)    123 42 43.     (W)     SCALED    
 KT1495* NAVD 88     -       288.49   (+/-2cm)     946.5    (feet)  VERTCON   
 KT1495  ___________________________________________________________________
 KT1495  GEOID HEIGHT-         -30.03  (meters)                     GEOID09
 KT1495  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1495
 KT1495.The horizontal coordinates were scaled from a topographic map and have
 KT1495.an estimated accuracy of +/- 6 seconds.
 KT1495.
 KT1495.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1495
 KT1495.The vertical order pertains to the NGVD 29 superseded value.
 KT1495
 KT1495.The geoid height was determined by GEOID09.
 KT1495
 KT1495;                    North         East    Units  Estimated Accuracy
 KT1495;SPC CA 2     -   746,770.    1,853,560.      MT  (+/- 180 meters Scaled)
 KT1495
 KT1495                          SUPERSEDED SURVEY CONTROL
 KT1495
 KT1495  NGVD 29 (??/??/92)  287.567  (m)          943.46   (f) ADJ UNCH    1 2
 KT1495
 KT1495.Superseded values are not recommended for survey control.
 KT1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1495.See file dsdata.txt to determine how the superseded data were derived.
 KT1495
 KT1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK391143(NAD 83)
 KT1495
 KT1495_MARKER: DB = BENCH MARK DISK
 KT1495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1495_SP_SET: BRIDGE
 KT1495_STAMPING: A 1083 1967
 KT1495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1495
 KT1495  HISTORY     - Date     Condition        Report By
 KT1495  HISTORY     - 1967     MONUMENTED       CGS
 KT1495  HISTORY     - 19880714 MARK NOT FOUND   NGS
 KT1495
 KT1495                          STATION DESCRIPTION
 KT1495
 KT1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1495'0.7 MI N FROM LEGGETT.
 KT1495'0.7 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1495'LEGGETT, AT HIGHWAY MILEAGE 93.01, IN THE TOP OF THE SOUTH END
 KT1495'OF THE EAST CONCRETE GUARDRAIL OF CONCRETE BRIDGE 10-53 OVER
 KT1495'JITNEY GULCH, 15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 KT1495'1.5 FEET NORTH OF THE SOUTH END OF THE BRIDGE, AND ABOUT 4 FEET
 KT1495'HIGHER THAN THE HIGHWAY.
 KT1495
 KT1495                          STATION RECOVERY (1988)
 KT1495
 KT1495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1495'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1284 ***********************************************************************
 LU1284  DESIGNATION -  A 1085
 LU1284  PID         -  LU1284
 LU1284  STATE/COUNTY-  CA/HUMBOLDT
 LU1284  USGS QUAD   -  MIRANDA (1970)
 LU1284
 LU1284                         *CURRENT SURVEY CONTROL
 LU1284  ___________________________________________________________________
 LU1284* NAD 83(1986)-  40 14 13.     (N)    123 49 26.     (W)     SCALED    
 LU1284* NAVD 88     -       101.765  (meters)     333.87   (feet)  ADJUSTED  
 LU1284  ___________________________________________________________________
 LU1284  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU1284  DYNAMIC HT  -         101.710 (meters)     333.69  (feet)  COMP
 LU1284  MODELED GRAV-     980,088.9   (mgal)                       NAVD 88
 LU1284
 LU1284  VERT ORDER  -  FIRST     CLASS II
 LU1284
 LU1284.The horizontal coordinates were scaled from a topographic map and have
 LU1284.an estimated accuracy of +/- 6 seconds.
 LU1284.
 LU1284.The orthometric height was determined by differential leveling and
 LU1284.adjusted in December 1992.
 LU1284
 LU1284.The geoid height was determined by GEOID09.
 LU1284
 LU1284.The dynamic height is computed by dividing the NAVD 88
 LU1284.geopotential number by the normal gravity value computed on the
 LU1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1284.degrees latitude (g = 980.6199 gals.).
 LU1284
 LU1284.The modeled gravity was interpolated from observed gravity values.
 LU1284
 LU1284;                    North         East    Units  Estimated Accuracy
 LU1284;SPC CA 1     -   601,950.    1,844,810.      MT  (+/- 180 meters Scaled)
 LU1284
 LU1284                          SUPERSEDED SURVEY CONTROL
 LU1284
 LU1284  NAVD 88 (06/15/91)  101.765  (m)          333.87   (f) UNKNOWN     1 2
 LU1284  NGVD 29 (12/02/92)  100.832  (m)          330.81   (f) ADJUSTED    1 2
 LU1284
 LU1284.Superseded values are not recommended for survey control.
 LU1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1284.See file dsdata.txt to determine how the superseded data were derived.
 LU1284
 LU1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK299543(NAD 83)
 LU1284
 LU1284_MARKER: DB = BENCH MARK DISK
 LU1284_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LU1284+WITH SETTING: PAVEMENT
 LU1284_SP_SET: STEP
 LU1284_STAMPING: A 1085 1967
 LU1284_MARK LOGO: CGS   
 LU1284_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1284+STABILITY: SURFACE MOTION
 LU1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1284+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1284
 LU1284  HISTORY     - Date     Condition        Report By
 LU1284  HISTORY     - 1967     MONUMENTED       CGS
 LU1284  HISTORY     - 19880328 GOOD             NGS
 LU1284  HISTORY     - 19920729 GOOD             NGS
 LU1284
 LU1284                          STATION DESCRIPTION
 LU1284
 LU1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1284'AT MIRANDA.
 LU1284'AT MIRANDA, AT SOUTH FORK UNION HIGH SCHOOL, IN THE TOP OF THE NORTH
 LU1284'END OF THE BOTTOM STEP OF THE CAFETERIA BUILDING, 140 FEET EAST
 LU1284'OF THE CENTER LINE OF AVENUE OF THE GIANTS, AND ABOUT 4 FEET
 LU1284'HIGHER THAN THE AVENUE.
 LU1284
 LU1284                          STATION RECOVERY (1988)
 LU1284
 LU1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1284'RECOVERED IN GOOD CONDITION.
 LU1284
 LU1284                          STATION RECOVERY (1992)
 LU1284
 LU1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1284'IN MIRANDA, AT SOUTH FORK UNION HIGH SCHOOL, IN THE NORTH END OF THE
 LU1284'BOTTOM STEP OF THE ENTRANCE TO A CAFETERIA, 42.7 M (140.1 FT) EAST OF
 LU1284'THE CENTERLINE OF THE AVENUE OF THE GIANTS, 2.5 M (8.2 FT) WEST OF
 LU1284'THE EAST FACE OF THE BUILDING, AND 1.1 M (3.6 FT) ABOVE THE LEVEL OF
 LU1284'THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1486 ***********************************************************************
 LU1486  DESIGNATION -  A 1086
 LU1486  PID         -  LU1486
 LU1486  STATE/COUNTY-  CA/HUMBOLDT
 LU1486  USGS QUAD   -  REDCREST (1969)
 LU1486
 LU1486                         *CURRENT SURVEY CONTROL
 LU1486  ___________________________________________________________________
 LU1486* NAD 83(1986)-  40 24 27.     (N)    123 57 30.     (W)     SCALED    
 LU1486* NAVD 88     -        96.708  (meters)     317.28   (feet)  ADJUSTED  
 LU1486  ___________________________________________________________________
 LU1486  GEOID HEIGHT-         -30.54  (meters)                     GEOID09
 LU1486  DYNAMIC HT  -          96.660 (meters)     317.13  (feet)  COMP
 LU1486  MODELED GRAV-     980,124.6   (mgal)                       NAVD 88
 LU1486
 LU1486  VERT ORDER  -  FIRST     CLASS II
 LU1486
 LU1486.The horizontal coordinates were scaled from a topographic map and have
 LU1486.an estimated accuracy of +/- 6 seconds.
 LU1486.
 LU1486.The orthometric height was determined by differential leveling and
 LU1486.adjusted in December 1992.
 LU1486
 LU1486.The geoid height was determined by GEOID09.
 LU1486
 LU1486.The dynamic height is computed by dividing the NAVD 88
 LU1486.geopotential number by the normal gravity value computed on the
 LU1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1486.degrees latitude (g = 980.6199 gals.).
 LU1486
 LU1486.The modeled gravity was interpolated from observed gravity values.
 LU1486
 LU1486;                    North         East    Units  Estimated Accuracy
 LU1486;SPC CA 1     -   621,130.    1,833,800.      MT  (+/- 180 meters Scaled)
 LU1486
 LU1486                          SUPERSEDED SURVEY CONTROL
 LU1486
 LU1486  NAVD 88 (06/15/91)   96.720  (m)          317.32   (f) UNKNOWN     1 2
 LU1486  NGVD 29 (12/02/92)   95.748  (m)          314.13   (f) ADJUSTED    1 2
 LU1486
 LU1486.Superseded values are not recommended for survey control.
 LU1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1486.See file dsdata.txt to determine how the superseded data were derived.
 LU1486
 LU1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK186734(NAD 83)
 LU1486
 LU1486_MARKER: DB = BENCH MARK DISK
 LU1486_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1486_SP_SET: RETAINING WALL
 LU1486_STAMPING: A 1086 1967
 LU1486_MARK LOGO: CGS   
 LU1486_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1486+STABILITY: SURFACE MOTION
 LU1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1486+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LU1486
 LU1486  HISTORY     - Date     Condition        Report By
 LU1486  HISTORY     - 1967     MONUMENTED       CGS
 LU1486  HISTORY     - 1969     GOOD             USGS
 LU1486  HISTORY     - 19880228 GOOD             NGS
 LU1486  HISTORY     - 19920728 GOOD             NGS
 LU1486
 LU1486                          STATION DESCRIPTION
 LU1486
 LU1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1486'12.6 MI N FROM MYERS FLAT.
 LU1486'12.55 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1486'OVERPASS AT MYERS FLAT, NEAR THE NORTH END OF A LONG CUT BANK,
 LU1486'IN THE TOP AND 0.2 FOOT SOUTH OF THE NORTH END OF A CONCRETE RETAINING
 LU1486'WALL FOR A CATCH BASIN, R40.58, 40 FEET WEST OF THE CENTER LINE
 LU1486'OF THE HIGHWAY, AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
 LU1486
 LU1486                          STATION RECOVERY (1969)
 LU1486
 LU1486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LU1486'RECOVERED IN GOOD CONDITION.
 LU1486
 LU1486                          STATION RECOVERY (1988)
 LU1486
 LU1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1486'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  33.5 KM (20.80
 LU1486'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LU1486'FORTUNA.
 LU1486
 LU1486                          STATION RECOVERY (1992)
 LU1486
 LU1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1486'33.5 KM (20.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LU1486'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LU1486'IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF A CONCRETE
 LU1486'RETAINING WALL OF A CATCH BASIN AT MILEPOST 40.58, 12.2 M (40.0 FT)
 LU1486'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 1.1
 LU1486'M (3.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0240 ***********************************************************************
 LV0240  DESIGNATION -  A 1087
 LV0240  PID         -  LV0240
 LV0240  STATE/COUNTY-  CA/HUMBOLDT
 LV0240  USGS QUAD   -  FORTUNA (1972)
 LV0240
 LV0240                         *CURRENT SURVEY CONTROL
 LV0240  ___________________________________________________________________
 LV0240* NAD 83(1986)-  40 36 18.     (N)    124 10 43.     (W)     SCALED    
 LV0240* NAVD 88     -        22.399  (meters)      73.49   (feet)  ADJUSTED  
 LV0240  ___________________________________________________________________
 LV0240  GEOID HEIGHT-         -31.03  (meters)                     GEOID09
 LV0240  DYNAMIC HT  -          22.388 (meters)      73.45  (feet)  COMP
 LV0240  MODELED GRAV-     980,164.6   (mgal)                       NAVD 88
 LV0240
 LV0240  VERT ORDER  -  FIRST     CLASS II
 LV0240
 LV0240.The horizontal coordinates were scaled from a topographic map and have
 LV0240.an estimated accuracy of +/- 6 seconds.
 LV0240.
 LV0240.The orthometric height was determined by differential leveling and
 LV0240.adjusted in June 1991.
 LV0240
 LV0240.The geoid height was determined by GEOID09.
 LV0240
 LV0240.The dynamic height is computed by dividing the NAVD 88
 LV0240.geopotential number by the normal gravity value computed on the
 LV0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0240.degrees latitude (g = 980.6199 gals.).
 LV0240
 LV0240.The modeled gravity was interpolated from observed gravity values.
 LV0240
 LV0240;                    North         East    Units  Estimated Accuracy
 LV0240;SPC CA 1     -   643,490.    1,815,650.      MT  (+/- 180 meters Scaled)
 LV0240
 LV0240                          SUPERSEDED SURVEY CONTROL
 LV0240
 LV0240  NGVD 29 (12/02/92)   21.405  (m)           70.23   (f) ADJUSTED    1 2
 LV0240
 LV0240.Superseded values are not recommended for survey control.
 LV0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0240.See file dsdata.txt to determine how the superseded data were derived.
 LV0240
 LV0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK002955(NAD 83)
 LV0240
 LV0240_MARKER: DB = BENCH MARK DISK
 LV0240_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0240_SP_SET: BRIDGE WALKWAY
 LV0240_STAMPING: A 1087 1967
 LV0240_MARK LOGO: CGS   
 LV0240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0240
 LV0240  HISTORY     - Date     Condition        Report By
 LV0240  HISTORY     - 1967     MONUMENTED       CGS
 LV0240  HISTORY     - 19880224 GOOD             NGS
 LV0240  HISTORY     - 19920727 MARK NOT FOUND   NGS
 LV0240
 LV0240                          STATION DESCRIPTION
 LV0240
 LV0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0240'0.7 MI N FROM FORTUNA.
 LV0240'0.7 MILE NORTH ALONG U.S. HIGHWAY 101 FROM FORTUNA OVERPASS AT
 LV0240'FORTUNA, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 LV0240'CURB OF PALMER BOULEVARD UNDERPASS NO. 4.112, 23 FEET NORTHEAST OF
 LV0240'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN
 LV0240'THE HIGHWAY.
 LV0240
 LV0240                          STATION RECOVERY (1988)
 LV0240
 LV0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0240'RECOVERED IN GOOD CONDITION.
 LV0240
 LV0240                          STATION RECOVERY (1992)
 LV0240
 LV0240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0240'THE BRIDGE CURB HAS BEEN REPLACED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0306 ***********************************************************************
 LV0306  DESIGNATION -  A 1088
 LV0306  PID         -  LV0306
 LV0306  STATE/COUNTY-  CA/HUMBOLDT
 LV0306  USGS QUAD   -  ARCATA NORTH (1972)
 LV0306
 LV0306                         *CURRENT SURVEY CONTROL
 LV0306  ___________________________________________________________________
 LV0306* NAD 83(1986)-  40 52 42.     (N)    124 04 56.     (W)     SCALED    
 LV0306* NAVD 88     -        16.74   (+/-2cm)      54.9    (feet)  VERTCON   
 LV0306  ___________________________________________________________________
 LV0306  GEOID HEIGHT-         -30.17  (meters)                     GEOID09
 LV0306  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0306
 LV0306.The horizontal coordinates were scaled from a topographic map and have
 LV0306.an estimated accuracy of +/- 6 seconds.
 LV0306.
 LV0306.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0306
 LV0306.The vertical order pertains to the NGVD 29 superseded value.
 LV0306
 LV0306.The geoid height was determined by GEOID09.
 LV0306
 LV0306;                    North         East    Units  Estimated Accuracy
 LV0306;SPC CA 1     -   673,640.    1,824,530.      MT  (+/- 180 meters Scaled)
 LV0306
 LV0306                          SUPERSEDED SURVEY CONTROL
 LV0306
 LV0306  NGVD 29 (??/??/??)   15.718  (m)           51.57   (f) ADJUSTED    1 2
 LV0306
 LV0306.Superseded values are not recommended for survey control.
 LV0306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0306.See file dsdata.txt to determine how the superseded data were derived.
 LV0306
 LV0306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL088258(NAD 83)
 LV0306
 LV0306_MARKER: DB = BENCH MARK DISK
 LV0306_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0306_SP_SET: CULVERT
 LV0306_STAMPING: A 1088 1967
 LV0306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0306
 LV0306  HISTORY     - Date     Condition        Report By
 LV0306  HISTORY     - 1967     MONUMENTED       CGS
 LV0306  HISTORY     - 1971     GOOD             NGS
 LV0306  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0306
 LV0306                          STATION DESCRIPTION
 LV0306
 LV0306'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0306'AT ARCATA.
 LV0306'AT ARCATA, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF
 LV0306'U.S. HIGHWAY 101 AND SUNSET AVENUE, IN THE TOP AND 1.0 FOOT
 LV0306'SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A
 LV0306'LARGE CONCRETE BOX CULVERT 86.93 OVER JOLLY GIANT CREEK, 30
 LV0306'FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY,
 LV0306'65 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 1.0 FOOT EAST OF
 LV0306'A GUARDRAIL, AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0306
 LV0306                          STATION RECOVERY (1971)
 LV0306
 LV0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LV0306'RECOVERED IN GOOD CONDITION.
 LV0306
 LV0306                          STATION RECOVERY (1988)
 LV0306
 LV0306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0306'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0167 ***********************************************************************
 LV0167  DESIGNATION -  A 1089
 LV0167  PID         -  LV0167
 LV0167  STATE/COUNTY-  CA/HUMBOLDT
 LV0167  USGS QUAD   -  RODGERS PEAK (1966)
 LV0167
 LV0167                         *CURRENT SURVEY CONTROL
 LV0167  ___________________________________________________________________
 LV0167* NAD 83(1986)-  41 09 46.     (N)    124 06 36.     (W)     SCALED    
 LV0167* NAVD 88     -         8.079  (meters)      26.51   (feet)  ADJUSTED  
 LV0167  ___________________________________________________________________
 LV0167  GEOID HEIGHT-         -29.73  (meters)                     GEOID09
 LV0167  DYNAMIC HT  -           8.076 (meters)      26.50  (feet)  COMP
 LV0167  MODELED GRAV-     980,235.3   (mgal)                       NAVD 88
 LV0167
 LV0167  VERT ORDER  -  FIRST     CLASS II
 LV0167
 LV0167.The horizontal coordinates were scaled from a topographic map and have
 LV0167.an estimated accuracy of +/- 6 seconds.
 LV0167.
 LV0167.The orthometric height was determined by differential leveling and
 LV0167.adjusted in June 1991.
 LV0167
 LV0167.The geoid height was determined by GEOID09.
 LV0167
 LV0167.The dynamic height is computed by dividing the NAVD 88
 LV0167.geopotential number by the normal gravity value computed on the
 LV0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0167.degrees latitude (g = 980.6199 gals.).
 LV0167
 LV0167.The modeled gravity was interpolated from observed gravity values.
 LV0167
 LV0167;                    North         East    Units  Estimated Accuracy
 LV0167;SPC CA 1     -   705,270.    1,822,950.      MT  (+/- 180 meters Scaled)
 LV0167
 LV0167                          SUPERSEDED SURVEY CONTROL
 LV0167
 LV0167  NGVD 29 (12/02/92)    7.066  (m)           23.18   (f) ADJUSTED    1 2
 LV0167
 LV0167.Superseded values are not recommended for survey control.
 LV0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0167.See file dsdata.txt to determine how the superseded data were derived.
 LV0167
 LV0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL068574(NAD 83)
 LV0167
 LV0167_MARKER: DB = BENCH MARK DISK
 LV0167_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0167_SP_SET: BRIDGE WALKWAY
 LV0167_STAMPING: A 1089 1967
 LV0167_MARK LOGO: CGS   
 LV0167_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0167
 LV0167  HISTORY     - Date     Condition        Report By
 LV0167  HISTORY     - 1967     MONUMENTED       CGS
 LV0167  HISTORY     - 1988     GOOD             NGS
 LV0167
 LV0167                          STATION DESCRIPTION
 LV0167
 LV0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0167'8.4 MI N FROM TRINIDAD.
 LV0167'8.4 MILES NORTH ALONG U.S. HIGHWAY 101 FROM TRINIDAD UNDERPASS
 LV0167'AT TRINIDAD, IN THE TOP AND 1.0 FOOT SOUTHWEST OF THE NORTHEAST
 LV0167'END OF THE SOUTHEAST CONCRETE CURB OF BRIDGE NO. 4-27 OVER BIG
 LV0167'LAGOON, AT HIGHWAY MILEAGE 109.26, 14 FEET SOUTHEAST OF THE CENTER
 LV0167'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 LV0167
 LV0167                          STATION RECOVERY (1988)
 LV0167
 LV0167'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0167'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0095 ***********************************************************************
 LV0095  DESIGNATION -  A 1090
 LV0095  PID         -  LV0095
 LV0095  STATE/COUNTY-  CA/DEL NORTE
 LV0095  USGS QUAD   -  SISTER ROCKS (1966)
 LV0095
 LV0095                         *CURRENT SURVEY CONTROL
 LV0095  ___________________________________________________________________
 LV0095* NAD 83(1986)-  41 44 02.     (N)    124 09 00.     (W)     SCALED    
 LV0095* NAVD 88     -        16.944  (meters)      55.59   (feet)  ADJUSTED  
 LV0095  ___________________________________________________________________
 LV0095  GEOID HEIGHT-         -28.54  (meters)                     GEOID09
 LV0095  DYNAMIC HT  -          16.938 (meters)      55.57  (feet)  COMP
 LV0095  MODELED GRAV-     980,269.7   (mgal)                       NAVD 88
 LV0095
 LV0095  VERT ORDER  -  FIRST     CLASS II
 LV0095
 LV0095.The horizontal coordinates were scaled from a topographic map and have
 LV0095.an estimated accuracy of +/- 6 seconds.
 LV0095.
 LV0095.The orthometric height was determined by differential leveling and
 LV0095.adjusted in June 1991.
 LV0095
 LV0095.The geoid height was determined by GEOID09.
 LV0095
 LV0095.The dynamic height is computed by dividing the NAVD 88
 LV0095.geopotential number by the normal gravity value computed on the
 LV0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0095.degrees latitude (g = 980.6199 gals.).
 LV0095
 LV0095.The modeled gravity was interpolated from observed gravity values.
 LV0095
 LV0095;                    North         East    Units  Estimated Accuracy
 LV0095;SPC CA 1     -   768,760.    1,821,150.      MT  (+/- 180 meters Scaled)
 LV0095
 LV0095                          SUPERSEDED SURVEY CONTROL
 LV0095
 LV0095  NGVD 29 (??/??/??)   15.920  (m)           52.23   (f) ADJUSTED    1 2
 LV0095
 LV0095.Superseded values are not recommended for survey control.
 LV0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0095.See file dsdata.txt to determine how the superseded data were derived.
 LV0095
 LV0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM043208(NAD 83)
 LV0095
 LV0095_MARKER: DB = BENCH MARK DISK
 LV0095_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0095_SP_SET: CULVERT
 LV0095_STAMPING: A 1090 1967
 LV0095_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0095
 LV0095  HISTORY     - Date     Condition        Report By
 LV0095  HISTORY     - 1967     MONUMENTED       CGS
 LV0095  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0095
 LV0095                          STATION DESCRIPTION
 LV0095
 LV0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0095'2.6 MI S FROM CRESCENT CITY.
 LV0095'2.65 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0095'OF FRONT STREET AT CRESCENT CITY, 0.2 MILE SOUTHEAST OF THE
 LV0095'INTERSECTION OF BLUFF ROAD SOUTH AND HAMBOLDT ROAD NORTH, IN
 LV0095'THE TOP OF THE CENTER OF THE NORTH CONCRETE WING WALL OF
 LV0095'CULVERT 23.64, 28 FEET NORTHEAST OF THE CENTER LINE OF THE
 LV0095'HIGHWAY, AND ABOUT 65 YARDS NORTHWEST OF THE JUNCTION OF A
 LV0095'DRIVEWAY NORTHEAST TO A HOUSE, 42 FEET SOUTH OF THE SOUTHEAST END
 LV0095'OF A WIRE GATE, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 LV0095
 LV0095                          STATION RECOVERY (1988)
 LV0095
 LV0095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0095'THE STEM IS ALL THAT REMAINS OF THE DISK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0059 ***********************************************************************
 LV0059  DESIGNATION -  A 1091
 LV0059  PID         -  LV0059
 LV0059  STATE/COUNTY-  CA/DEL NORTE
 LV0059  USGS QUAD   -  REQUA (1966)
 LV0059
 LV0059                         *CURRENT SURVEY CONTROL
 LV0059  ___________________________________________________________________
 LV0059* NAD 83(1986)-  41 32 22.     (N)    124 02 56.     (W)     SCALED    
 LV0059* NAVD 88     -         6.961  (meters)      22.84   (feet)  ADJUSTED  
 LV0059  ___________________________________________________________________
 LV0059  GEOID HEIGHT-         -28.71  (meters)                     GEOID09
 LV0059  DYNAMIC HT  -           6.959 (meters)      22.83  (feet)  COMP
 LV0059  MODELED GRAV-     980,250.6   (mgal)                       NAVD 88
 LV0059
 LV0059  VERT ORDER  -  FIRST     CLASS II
 LV0059
 LV0059.The horizontal coordinates were scaled from a topographic map and have
 LV0059.an estimated accuracy of +/- 6 seconds.
 LV0059.
 LV0059.The orthometric height was determined by differential leveling and
 LV0059.adjusted in June 1991.
 LV0059
 LV0059.The geoid height was determined by GEOID09.
 LV0059
 LV0059.The dynamic height is computed by dividing the NAVD 88
 LV0059.geopotential number by the normal gravity value computed on the
 LV0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0059.degrees latitude (g = 980.6199 gals.).
 LV0059
 LV0059.The modeled gravity was interpolated from observed gravity values.
 LV0059
 LV0059;                    North         East    Units  Estimated Accuracy
 LV0059;SPC CA 1     -   746,970.    1,829,050.      MT  (+/- 180 meters Scaled)
 LV0059
 LV0059                          SUPERSEDED SURVEY CONTROL
 LV0059
 LV0059  NGVD 29 (12/02/92)    5.938  (m)           19.48   (f) ADJUSTED    1 2
 LV0059
 LV0059.Superseded values are not recommended for survey control.
 LV0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0059.See file dsdata.txt to determine how the superseded data were derived.
 LV0059
 LV0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL125991(NAD 83)
 LV0059
 LV0059_MARKER: DB = BENCH MARK DISK
 LV0059_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LV0059+WITH SETTING: PAVEMENT
 LV0059_SP_SET: CONCRETE SLAB
 LV0059_STAMPING: A 1091 1967
 LV0059_MARK LOGO: CGS   
 LV0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0059+STABILITY: SURFACE MOTION
 LV0059
 LV0059  HISTORY     - Date     Condition        Report By
 LV0059  HISTORY     - 1967     MONUMENTED       CGS
 LV0059  HISTORY     - 1988     GOOD             NGS
 LV0059
 LV0059                          STATION DESCRIPTION
 LV0059
 LV0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0059'19.6 MI S FROM CRESCENT CITY.
 LV0059'19.6 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0059'OF FRONT STREET AT CRESCENT CITY, AT CAMP KLAMATH, IN THE KLAMATH
 LV0059'STATE HIGHWAY MAINTENANCE YARD, IN THE TOP OF THE CENTER OF THE
 LV0059'CONCRETE FOUNDATION OF SCALES, 81 FEET EAST OF THE CENTER LINE
 LV0059'OF THE HIGHWAY, 183 FEET SOUTH OF BENCH MARK S 635, 165 FEET
 LV0059'NORTHWEST OF THE NORTHWEST CORNER OF THE GARAGE BUILDING, 24 FEET
 LV0059'EAST OF A WIRE FENCE, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 LV0059
 LV0059                          STATION RECOVERY (1988)
 LV0059
 LV0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0059'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  30.9 KM
 LV0059'(19.20 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF FRONT
 LV0059'STREET IN CRESCENT CITY, OR 31.7 KM (19.70 MI) NORTHERLY ALONG U.S.
 LV0059'HIGHWAY 101 FROM THE POST OFFICE IN ORICK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1279 ***********************************************************************
 LU1279  DESIGNATION -  A 634
 LU1279  PID         -  LU1279
 LU1279  STATE/COUNTY-  CA/HUMBOLDT
 LU1279  USGS QUAD   -  MIRANDA (1970)
 LU1279
 LU1279                         *CURRENT SURVEY CONTROL
 LU1279  ___________________________________________________________________
 LU1279* NAD 83(1986)-  40 13 24.     (N)    123 48 03.     (W)     SCALED    
 LU1279* NAVD 88     -        70.027  (meters)     229.75   (feet)  ADJUSTED  
 LU1279  ___________________________________________________________________
 LU1279  GEOID HEIGHT-         -30.42  (meters)                     GEOID09
 LU1279  DYNAMIC HT  -          69.988 (meters)     229.62  (feet)  COMP
 LU1279  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 LU1279
 LU1279  VERT ORDER  -  FIRST     CLASS II
 LU1279
 LU1279.The horizontal coordinates were scaled from a topographic map and have
 LU1279.an estimated accuracy of +/- 6 seconds.
 LU1279.
 LU1279.The orthometric height was determined by differential leveling and
 LU1279.adjusted in December 1992.
 LU1279
 LU1279.The geoid height was determined by GEOID09.
 LU1279
 LU1279.The dynamic height is computed by dividing the NAVD 88
 LU1279.geopotential number by the normal gravity value computed on the
 LU1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1279.degrees latitude (g = 980.6199 gals.).
 LU1279
 LU1279.The modeled gravity was interpolated from observed gravity values.
 LU1279
 LU1279;                    North         East    Units  Estimated Accuracy
 LU1279;SPC CA 1     -   600,400.    1,846,740.      MT  (+/- 180 meters Scaled)
 LU1279
 LU1279                          SUPERSEDED SURVEY CONTROL
 LU1279
 LU1279  NAVD 88 (06/15/91)   70.029  (m)          229.75   (f) UNKNOWN     1 2
 LU1279  NGVD 29 (12/02/92)   69.102  (m)          226.71   (f) ADJUSTED    1 2
 LU1279
 LU1279.Superseded values are not recommended for survey control.
 LU1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1279.See file dsdata.txt to determine how the superseded data were derived.
 LU1279
 LU1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK318528(NAD 83)
 LU1279
 LU1279_MARKER: DB = BENCH MARK DISK
 LU1279_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1279_SP_SET: HEADWALL
 LU1279_STAMPING: A 634 1942
 LU1279_MARK LOGO: CGS   
 LU1279_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1279+STABILITY: SURFACE MOTION
 LU1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1279+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1279
 LU1279  HISTORY     - Date     Condition        Report By
 LU1279  HISTORY     - 1942     MONUMENTED       CGS
 LU1279  HISTORY     - 1967     GOOD             CGS
 LU1279  HISTORY     - 19880328 GOOD             NGS
 LU1279  HISTORY     - 19920729 GOOD             NGS
 LU1279
 LU1279                          STATION DESCRIPTION
 LU1279
 LU1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1279'2.3 MI S FROM MIRANDA.
 LU1279'2.3 MILES SOUTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1279'HIGH SCHOOL AT MIRANDA, 0.15 MILE SOUTHEAST OF FOREST OF ARDEN
 LU1279'LODGE, IN A GROVE OF REDWOOD TREES, IN THE TOP AND 0.5 FOOT
 LU1279'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL
 LU1279'OF 8- BY 10-FOOT CONCRETE BOX CULVERT 4.18 OVER FISH CREEK, 41
 LU1279'FEET NORTHEAST OF THE CENTER LINE OF THE AVENUE, 24 FEET NORTHWEST
 LU1279'OF THE NORTHWEST EDGE OF A GIANT REDWOOD TREE, AND ABOUT 6 FEET
 LU1279'LOWER THAN THE AVENUE.
 LU1279
 LU1279                          STATION RECOVERY (1988)
 LU1279
 LU1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1279'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.5 KM (6.50
 LU1279'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1279'GARBERVILLE, THENCE 6.7 KM (4.15 MI) NORTHERLY ALONG THE AVENUE OF
 LU1279'THE GIANTS.
 LU1279
 LU1279                          STATION RECOVERY (1992)
 LU1279
 LU1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1279'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1279'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1279'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1279'101, THENCE 6.9 KM (4.30 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1279'GIANTS, IN TOP OF AND 0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST END
 LU1279'OF THE NORTHEAST CONCRETE HEADWALL OF A BOX CULVERT SPANNING FISH
 LU1279'CREEK, 0.25 KM (0.15 MI) SOUTHEAST OF THE FOREST OF ARDEN LODGE, AT
 LU1279'MILEPOST 4.18, 12.5 M (41.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 LU1279'AVENUE, 7.3 M (24.0 FT) NORTHWEST OF THE NORTHWEST EDGE OF A GIANT
 LU1279'REDWOOD TREE, AND 1.5 M (4.9 FT) BELOW THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0357 ***********************************************************************
 LV0357  DESIGNATION -  A 735
 LV0357  PID         -  LV0357
 LV0357  STATE/COUNTY-  CA/HUMBOLDT
 LV0357  USGS QUAD   -  EUREKA (1972)
 LV0357
 LV0357                         *CURRENT SURVEY CONTROL
 LV0357  ___________________________________________________________________
 LV0357* NAD 83(1986)-  40 46 46.     (N)    124 12 30.     (W)     SCALED    
 LV0357* NAVD 88     -         4.021  (meters)      13.19   (feet)  ADJUSTED  
 LV0357  ___________________________________________________________________
 LV0357  GEOID HEIGHT-         -30.85  (meters)                     GEOID09
 LV0357  DYNAMIC HT  -           4.019 (meters)      13.19  (feet)  COMP
 LV0357  MODELED GRAV-     980,207.0   (mgal)                       NAVD 88
 LV0357
 LV0357  VERT ORDER  -  FIRST     CLASS II
 LV0357
 LV0357.The horizontal coordinates were scaled from a topographic map and have
 LV0357.an estimated accuracy of +/- 6 seconds.
 LV0357.
 LV0357.The orthometric height was determined by differential leveling and
 LV0357.adjusted in June 1991.
 LV0357
 LV0357.The geoid height was determined by GEOID09.
 LV0357
 LV0357.The dynamic height is computed by dividing the NAVD 88
 LV0357.geopotential number by the normal gravity value computed on the
 LV0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0357.degrees latitude (g = 980.6199 gals.).
 LV0357
 LV0357.The modeled gravity was interpolated from observed gravity values.
 LV0357
 LV0357;                    North         East    Units  Estimated Accuracy
 LV0357;SPC CA 1     -   662,920.    1,813,620.      MT  (+/- 180 meters Scaled)
 LV0357
 LV0357                          SUPERSEDED SURVEY CONTROL
 LV0357
 LV0357  NGVD 29 (12/02/92)    2.998  (m)            9.84   (f) ADJUSTED    1 2
 LV0357
 LV0357.Superseded values are not recommended for survey control.
 LV0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0357.See file dsdata.txt to determine how the superseded data were derived.
 LV0357
 LV0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL980149(NAD 83)
 LV0357
 LV0357_MARKER: DB = BENCH MARK DISK
 LV0357_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LV0357_SP_SET: FOUNDATION
 LV0357_STAMPING: A 735 1944
 LV0357_MARK LOGO: CGS   
 LV0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0357+STABILITY: SURFACE MOTION
 LV0357
 LV0357  HISTORY     - Date     Condition        Report By
 LV0357  HISTORY     - 1944     MONUMENTED       CGS
 LV0357  HISTORY     - 1967     GOOD             CGS
 LV0357  HISTORY     - 19880216 GOOD             NGS
 LV0357
 LV0357                          STATION DESCRIPTION
 LV0357
 LV0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0357'10.6 MI SW FROM ARCATA.
 LV0357'10.55 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION OF
 LV0357'H STREET AT ARCATA, AT THE ABANDONED EUREKA CITY AIRPORT, SET
 LV0357'VERTICALLY IN THE WEST FACE OF THE CONCRETE FOUNDATION OF THE
 LV0357'MAIN BUILDING, 140 FEET WEST OF THE CENTER LINE OF THE ROAD, 6.3
 LV0357'FEET NORTH OF THE CENTER OF THE WEST ENTRANCE TO THE BUILDING,
 LV0357'AND 0.8 FOOT ABOVE THE GROUND.
 LV0357
 LV0357                          STATION RECOVERY (1988)
 LV0357
 LV0357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0357'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  17.4 KM (10.80
 LV0357'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE JUNCTION WITH U.S.
 LV0357'HIGHWAY 101 IN ARCATA.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0317 ***********************************************************************
 LV0317  DESIGNATION -  A 75
 LV0317  PID         -  LV0317
 LV0317  STATE/COUNTY-  CA/HUMBOLDT
 LV0317  USGS QUAD   -  ARCATA NORTH (1972)
 LV0317
 LV0317                         *CURRENT SURVEY CONTROL
 LV0317  ___________________________________________________________________
 LV0317* NAD 83(1986)-  40 56 09.     (N)    124 06 04.     (W)     SCALED    
 LV0317* NAVD 88     -        47.173  (meters)     154.77   (feet)  ADJUSTED  
 LV0317  ___________________________________________________________________
 LV0317  GEOID HEIGHT-         -30.16  (meters)                     GEOID09
 LV0317  DYNAMIC HT  -          47.154 (meters)     154.70  (feet)  COMP
 LV0317  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 LV0317
 LV0317  VERT ORDER  -  FIRST     CLASS II
 LV0317
 LV0317.The horizontal coordinates were scaled from a topographic map and have
 LV0317.an estimated accuracy of +/- 6 seconds.
 LV0317.
 LV0317.The orthometric height was determined by differential leveling and
 LV0317.adjusted in June 1991.
 LV0317
 LV0317.WARNING-Repeat measurements at this control monument indicate possible
 LV0317.vertical movement.
 LV0317
 LV0317.The geoid height was determined by GEOID09.
 LV0317
 LV0317.The dynamic height is computed by dividing the NAVD 88
 LV0317.geopotential number by the normal gravity value computed on the
 LV0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0317.degrees latitude (g = 980.6199 gals.).
 LV0317
 LV0317.The modeled gravity was interpolated from observed gravity values.
 LV0317
 LV0317;                    North         East    Units  Estimated Accuracy
 LV0317;SPC CA 1     -   680,060.    1,823,090.      MT  (+/- 180 meters Scaled)
 LV0317
 LV0317                          SUPERSEDED SURVEY CONTROL
 LV0317
 LV0317  NGVD 29 (??/??/??)   46.141  (m)          151.38   (f) ADJUSTED    1 2
 LV0317
 LV0317.Superseded values are not recommended for survey control.
 LV0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0317.See file dsdata.txt to determine how the superseded data were derived.
 LV0317
 LV0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL073322(NAD 83)
 LV0317
 LV0317_MARKER: DB = BENCH MARK DISK
 LV0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0317_STAMPING: A 75 1931 150.895
 LV0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0317+STABILITY: SURFACE MOTION
 LV0317
 LV0317  HISTORY     - Date     Condition        Report By
 LV0317  HISTORY     - 1931     MONUMENTED       CGS
 LV0317  HISTORY     - 1967     GOOD             CGS
 LV0317  HISTORY     - 1975     GOOD             NGS
 LV0317  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0317
 LV0317                          STATION DESCRIPTION
 LV0317
 LV0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0317'0.6 MI S FROM MC KINLEYVILLE.
 LV0317'0.55 MILE SOUTH ALONG CENTRAL AVENUE FROM THE POST OFFICE AT
 LV0317'MC KINLEYVILLE, AT THE JUNCTION OF SUTTER ROAD EAST, AT THE
 LV0317'NORTHEAST PROPERTY CORNER OF THE RANCHO INN AND TRAILER PARK,
 LV0317'63 FEET WEST OF THE CENTER LINE OF THE AVENUE, 87 FEET SOUTHEAST
 LV0317'OF THE SOUTHEAST CORNER OF A LARGE FRAME BUILDING, 12 FEET EAST
 LV0317'OF THE EAST ONE OF 3 48-INCH FIR TREES, ABOUT 3 FEET SOUTH OF
 LV0317'THE EXTENDED CENTER LINE OF THE ROAD, ABOUT 1 FOOT HIGHER THAN
 LV0317'THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 LV0317'FOOT ABOVE THE GROUND.
 LV0317
 LV0317                          STATION RECOVERY (1975)
 LV0317
 LV0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LV0317'RECOVERED IN GOOD CONDITION.
 LV0317
 LV0317                          STATION RECOVERY (1988)
 LV0317
 LV0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0325 ***********************************************************************
 LV0325  SACS        -  This is a Secondary Airport Control Station.
 LV0325  DESIGNATION -  ACV AP STA A2
 LV0325  PID         -  LV0325
 LV0325  STATE/COUNTY-  CA/HUMBOLDT
 LV0325  USGS QUAD   -  ARCATA NORTH (1972)
 LV0325
 LV0325                         *CURRENT SURVEY CONTROL
 LV0325  ___________________________________________________________________
 LV0325* NAD 83(2007)-  40 59 09.11246(N)    124 06 46.25110(W)     ADJUSTED  
 LV0325* NAVD 88     -        54.970  (meters)     180.35   (feet)  ADJUSTED  
 LV0325  ___________________________________________________________________
 LV0325  EPOCH DATE  -        2007.00
 LV0325  X           -  -2,704,094.333 (meters)                     COMP
 LV0325  Y           -  -3,992,002.190 (meters)                     COMP
 LV0325  Z           -   4,161,254.646 (meters)                     COMP
 LV0325  LAPLACE CORR-          11.56  (seconds)                    DEFLEC09
 LV0325  ELLIP HEIGHT-          24.868 (meters)          (02/10/07) ADJUSTED
 LV0325  GEOID HEIGHT-         -30.09  (meters)                     GEOID09
 LV0325  DYNAMIC HT  -          54.947 (meters)     180.27  (feet)  COMP
 LV0325
 LV0325  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV0325  Type    PID    Designation                      North   East  Ellip
 LV0325  -------------------------------------------------------------------
 LV0325  NETWORK LV0325 ACV AP STA A2                     1.23   1.41   5.04
 LV0325  -------------------------------------------------------------------
 LV0325  MODELED GRAV-     980,216.0   (mgal)                       NAVD 88
 LV0325
 LV0325  VERT ORDER  -  FIRST     CLASS II
 LV0325
 LV0325.This mark is at Arcata Airport (ACV)
 LV0325
 LV0325.The horizontal coordinates were established by GPS observations
 LV0325.and adjusted by the National Geodetic Survey in February 2007.
 LV0325
 LV0325.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV0325.See National Readjustment for more information. 
 LV0325
 LV0325.The horizontal coordinates are valid at the epoch date displayed above
 LV0325.which is a decimal equivalence of Year/Month/Day.
 LV0325
 LV0325.The orthometric height was determined by differential leveling and
 LV0325.adjusted in June 1991.
 LV0325
 LV0325.Photographs are available for this station.
 LV0325
 LV0325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV0325
 LV0325.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0325
 LV0325.The ellipsoidal height was determined by GPS observations
 LV0325.and is referenced to NAD 83.
 LV0325
 LV0325.The geoid height was determined by GEOID09.
 LV0325
 LV0325.The dynamic height is computed by dividing the NAVD 88
 LV0325.geopotential number by the normal gravity value computed on the
 LV0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0325.degrees latitude (g = 980.6199 gals.).
 LV0325
 LV0325.The modeled gravity was interpolated from observed gravity values.
 LV0325
 LV0325;                    North         East     Units Scale Factor Converg.
 LV0325;SPC CA 1     -   685,636.224 1,822,232.558   MT  0.99989809   -1 22 53.6
 LV0325;SPC CA 1     - 2,249,458.18  5,978,441.32   sFT  0.99989809   -1 22 53.6
 LV0325;UTM  10      - 4,537,784.202   406,386.992   MT  0.99970786   -0 43 47.8
 LV0325
 LV0325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0325!SPC CA 1     -   0.99999610  x   0.99989809  =   0.99989419
 LV0325!UTM  10      -   0.99999610  x   0.99970786  =   0.99970396
 LV0325
 LV0325                          SUPERSEDED SURVEY CONTROL
 LV0325
 LV0325  NAD 83(1998)-  40 59 09.10965(N)    124 06 46.25368(W) AD(2002.00) 1
 LV0325  ELLIP H (10/18/04)   24.915  (m)                       GP(2002.00) 4 1
 LV0325  NAD 83(1992)-  40 59 09.10387(N)    124 06 46.25427(W) AD(1991.35) 3
 LV0325  NAD 83(1992)-  40 59 09.10387(N)    124 06 46.25427(W) AD(1991.35) 3
 LV0325  ELLIP H (11/17/92)   25.037  (m)                       GP(1991.35) 5 1
 LV0325  NAD 83(1986)-  40 59 09.09572(N)    124 06 46.26321(W) AD(1984.00) 3
 LV0325  NAVD 88 (11/17/92)   54.97   (m)          180.3    (f) LEVELING    3  
 LV0325  NGVD 29 (??/??/??)   53.938  (m)          176.96   (f) ADJUSTED    1 2
 LV0325
 LV0325.Superseded values are not recommended for survey control.
 LV0325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0325.See file dsdata.txt to determine how the superseded data were derived.
 LV0325
 LV0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL0638637784(NAD 83)
 LV0325
 LV0325_MARKER: DT = TOPOGRAPHIC STATION DISK
 LV0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0325_SP_SET: CONCRETE POST
 LV0325_STAMPING: AP 1962 STA A2
 LV0325_MARK LOGO: CGS   
 LV0325_PROJECTION: FLUSH
 LV0325_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0325+STABILITY: SURFACE MOTION
 LV0325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0325+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2010
 LV0325
 LV0325  HISTORY     - Date     Condition        Report By
 LV0325  HISTORY     - 1962     MONUMENTED       CGS
 LV0325  HISTORY     - 1967     GOOD             CGS
 LV0325  HISTORY     - 1975     GOOD             NGS
 LV0325  HISTORY     - 19920630 GOOD             NGS
 LV0325  HISTORY     - 20040406 GOOD             MSAM
 LV0325  HISTORY     - 20041102 GOOD             NGS
 LV0325  HISTORY     - 20100921 GOOD             WOOLPT
 LV0325
 LV0325                          STATION DESCRIPTION
 LV0325
 LV0325'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0325'2.3 MI N FROM MC KINLEYVILLE.
 LV0325'1.9 MILES NORTH ALONG CENTRAL AVENUE FROM THE POST OFFICE AT
 LV0325'MC KINLEYVILLE, THENCE 0.45 MILE WEST ACROSS COUNTRY TO AIRPORT
 LV0325'TOWER, THENCE 0.95 MILE NORTHWEST TO THE NORTHWEST END OF RUNWAY
 LV0325'NO. 13-31, 165 FEET EAST OF THE CENTER LINE OF THE RUNWAY, 90
 LV0325'FEET EAST OF THE NORTHEAST CORNER OF THE RUNWAY, 13 FEET
 LV0325'SOUTHEAST OF THE CENTER LINE OF A GRAVELED ROAD, 2.5 FEET EAST
 LV0325'OF A WITNESS POST, ABOUT LEVEL WITH THE RUNWAY, AND SET IN THE
 LV0325'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LV0325
 LV0325                          STATION RECOVERY (1975)
 LV0325
 LV0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LV0325'RECOVERED IN GOOD CONDITION.
 LV0325
 LV0325                          STATION RECOVERY (1992)
 LV0325
 LV0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0325'STATION IS LOCATED ABOUT 12 KM (7.5 MI) NORTH OF ARCATA, AT THE
 LV0325'ARCATA-EUREKA AIRPORT, AT THE END OF RUNWAY 14, ALONG A PAVED LANE.
 LV0325'OWNERSHIP--COUNTY OF HUMBOLDT, DEPARTMENT OF PUBLIC WORKS, 1106
 LV0325'SECOND STREET, EUREKA, CA 95501.  AIRPORT MANAGER IS RAY L. BEENINGA,
 LV0325'PHONE 707-839-5402. (OFFICE IS ON SECOND FLOOR OF TERMINAL BUILDING).
 LV0325'AIRPORT PERSONELL WILL ESCORT YOU TO THE STATION.
 LV0325'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF U.S. HIGHWAY 101 AND
 LV0325'STATE HIGHWAY 299, ABOUT 4 KM (2.5 MI) NORTH OF ARCATA, GO NORTH ON
 LV0325'HIGHWAY 101 FOR 8.98 KM (5.58 MI) TO THE AIRPORT ROAD EXIT RAMP ON
 LV0325'THE RIGHT.  BEAR RIGHT ON RAMP TO AIRPORT ROAD. TURN RIGHT, EAST, ON
 LV0325'AIRPORT ROAD FOR 0.48 KM (0.30 MI) TO THE ENTRANCE ROAD FOR THE U.S.
 LV0325'COAST GUARD AIR STATION ON THE LEFT (AIRPORT MANAGER S OFFICE ON
 LV0325'SECOND FLOOR OF THE NORTH END OF TERMINAL BUILDING STRAIGHT AHEAD).
 LV0325'TURN LEFT ON ROAD FOR 0.08 KM (0.05 MI) TO A T-INTERSECTION.  TURN
 LV0325'RIGHT THEN LEFT ON CESSNA AVENUE FOR 0.24 KM (0.15 MI) TO A SECURITY
 LV0325'GATE (CALL IN ADVANCE FOR SECURITY TO MEET YOU AT GATE).
 LV0325'STATION MARK IS SET IN THE TOP OF A 20-CM SQUARE CONCRETE POST FLUSH
 LV0325'WITH THE GROUND.  IT IS 26.0 M (85.3 FT) SOUTHEAST OF THE EAST ONE OF
 LV0325'FOUR RUNWAY END LIGHTS, 19.3 M (63.3 FT) EAST OF THE EAST CORNER OF
 LV0325'THE REIL PAD, 2.1 M (6.9 FT) EAST-NORTHEAST OF THE PAVED ROAD EDGE,
 LV0325'0.4 M (1.3 FT) SOUTH OF A SHORT METAL WITNESS POST AND 14 M
 LV0325'(45.9 FT) SOUTH OF A ROAD FORK.
 LV0325
 LV0325                          STATION RECOVERY (2004)
 LV0325
 LV0325'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 LV0325'RECOVERY NOTE MSAM 2004 (DJK)
 LV0325' 
 LV0325'RECOVERED AS DESCRIBED
 LV0325
 LV0325                          STATION RECOVERY (2004)
 LV0325
 LV0325'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DJA)
 LV0325'RECOVERED AS DESCRIBED
 LV0325
 LV0325                          STATION RECOVERY (2010)
 LV0325
 LV0325'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (DJK)
 LV0325'RUNWAY END IS UNDER CONSTRUCTION, LOCAL TIES ARE NO LONGER VALID.
 LV0325'AIRPORT MANAGER IS JACQUELYN HULSEY, 3561 BOEING AVENUE,
 LV0325'MCKINLEYVILLE, CA, 95519.  TELEPHONE (707)839-5401.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0321 ***********************************************************************
 LV0321  SACS        -  This is a Secondary Airport Control Station.
 LV0321  DESIGNATION -  ACV AP STA B2
 LV0321  PID         -  LV0321
 LV0321  STATE/COUNTY-  CA/HUMBOLDT
 LV0321  USGS QUAD   -  ARCATA NORTH (1972)
 LV0321
 LV0321                         *CURRENT SURVEY CONTROL
 LV0321  ___________________________________________________________________
 LV0321* NAD 83(2007)-  40 58 16.41040(N)    124 06 10.42789(W)     ADJUSTED  
 LV0321* NAVD 88     -        66.975  (meters)     219.73   (feet)  ADJUSTED  
 LV0321  ___________________________________________________________________
 LV0321  EPOCH DATE  -        2007.00
 LV0321  X           -  -2,704,003.834 (meters)                     COMP
 LV0321  Y           -  -3,993,362.084 (meters)                     COMP
 LV0321  Z           -   4,160,035.149 (meters)                     COMP
 LV0321  LAPLACE CORR-          11.87  (seconds)                    DEFLEC09
 LV0321  ELLIP HEIGHT-          36.895 (meters)          (02/10/07) ADJUSTED
 LV0321  GEOID HEIGHT-         -30.08  (meters)                     GEOID09
 LV0321  DYNAMIC HT  -          66.947 (meters)     219.64  (feet)  COMP
 LV0321
 LV0321  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV0321  Type    PID    Designation                      North   East  Ellip
 LV0321  -------------------------------------------------------------------
 LV0321  NETWORK LV0321 ACV AP STA B2                     1.43   1.53   5.06
 LV0321  -------------------------------------------------------------------
 LV0321  MODELED GRAV-     980,209.4   (mgal)                       NAVD 88
 LV0321
 LV0321  VERT ORDER  -  FIRST     CLASS II
 LV0321
 LV0321.This mark is at Arcata Airport (ACV)
 LV0321
 LV0321.The horizontal coordinates were established by GPS observations
 LV0321.and adjusted by the National Geodetic Survey in February 2007.
 LV0321
 LV0321.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV0321.See National Readjustment for more information. 
 LV0321
 LV0321.The horizontal coordinates are valid at the epoch date displayed above
 LV0321.which is a decimal equivalence of Year/Month/Day.
 LV0321
 LV0321.The orthometric height was determined by differential leveling and
 LV0321.adjusted in June 1991.
 LV0321
 LV0321.Photographs are available for this station.
 LV0321
 LV0321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV0321
 LV0321.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0321
 LV0321.The ellipsoidal height was determined by GPS observations
 LV0321.and is referenced to NAD 83.
 LV0321
 LV0321.The geoid height was determined by GEOID09.
 LV0321
 LV0321.The dynamic height is computed by dividing the NAVD 88
 LV0321.geopotential number by the normal gravity value computed on the
 LV0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0321.degrees latitude (g = 980.6199 gals.).
 LV0321
 LV0321.The modeled gravity was interpolated from observed gravity values.
 LV0321
 LV0321;                    North         East     Units Scale Factor Converg.
 LV0321;SPC CA 1     -   683,990.954 1,823,030.620   MT  0.99989745   -1 22 30.2
 LV0321;SPC CA 1     - 2,244,060.32  5,981,059.63   sFT  0.99989745   -1 22 30.2
 LV0321;UTM  10      - 4,536,148.429   407,203.561   MT  0.99970598   -0 43 23.5
 LV0321
 LV0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0321!SPC CA 1     -   0.99999421  x   0.99989745  =   0.99989166
 LV0321!UTM  10      -   0.99999421  x   0.99970598  =   0.99970019
 LV0321
 LV0321                          SUPERSEDED SURVEY CONTROL
 LV0321
 LV0321  NAD 83(1998)-  40 58 16.40746(N)    124 06 10.43023(W) AD(2002.00) 1
 LV0321  ELLIP H (10/18/04)   36.942  (m)                       GP(2002.00) 4 1
 LV0321  NAVD 88 (10/18/04)   66.98   (m)          219.8    (f) LEVELING    3  
 LV0321  NGVD 29 (??/??/??)   65.941  (m)          216.34   (f) ADJUSTED    1 2
 LV0321
 LV0321.Superseded values are not recommended for survey control.
 LV0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0321.See file dsdata.txt to determine how the superseded data were derived.
 LV0321
 LV0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL0720336148(NAD 83)
 LV0321
 LV0321_MARKER: DT = TOPOGRAPHIC STATION DISK
 LV0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0321_STAMPING: AP 1962 STA B2
 LV0321_MARK LOGO: CGS   
 LV0321_PROJECTION: FLUSH
 LV0321_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0321+STABILITY: SURFACE MOTION
 LV0321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0321+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2010
 LV0321
 LV0321  HISTORY     - Date     Condition        Report By
 LV0321  HISTORY     - 1962     MONUMENTED       CGS
 LV0321  HISTORY     - 1967     GOOD             CGS
 LV0321  HISTORY     - 1975     GOOD             NGS
 LV0321  HISTORY     - 19950615 GOOD             NGS
 LV0321  HISTORY     - 20040406 GOOD             MSAM
 LV0321  HISTORY     - 20041102 GOOD             NGS
 LV0321  HISTORY     - 20100921 GOOD             WOOLPT
 LV0321
 LV0321                          STATION DESCRIPTION
 LV0321
 LV0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0321'1.9 MILES NORTH ALONG CENTRAL AVENUE FROM THE POST OFFICE AT
 LV0321'MC KINLEYVILLE, THENCE 0.15 MILE WEST ACROSS COUNTRY, AT THE
 LV0321'ARCATA AIRPORT, AT THE SOUTHEAST END OF THE NORTHWEST-SOUTHEAST
 LV0321'RUNWAY, 165 FEET EAST OF THE CENTER LINE OF THE SOUTHEAST END
 LV0321'OF RUNWAY NO. 13-31, 90 FEET EAST OF THE EAST CORNER OF THE
 LV0321'RUNWAY, 73 FEET EAST OF A RUNWAY LIGHT, 26.2 FEET EAST OF THE
 LV0321'EAST END OF A LONG CONCRETE PAD, AND SET IN THE TOP OF A CONCRETE
 LV0321'POST FLUSH WITH THE GROUND.
 LV0321
 LV0321                          STATION RECOVERY (1975)
 LV0321
 LV0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LV0321'RECOVERED IN GOOD CONDITION.
 LV0321
 LV0321                          STATION RECOVERY (1995)
 LV0321
 LV0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 LV0321'THE STATION IS LOCATED IN THE GRASS AREA EAST OF RWY END 31, 164.94 FT
 LV0321'(50.27 M) EAST OF A TWO-INCH BRASS DISK IN THE CENTERLINE END OF THE
 LV0321'RUNWAY, 90 FT (27.4 M) EAST OF THE EASTERLY EDGE OF THE RUNWAY, 73.1
 LV0321'FT (22.3 M) EAST OF THE EASTERLY MOST THRESHOLD LIGHT, 122.8 FT (37.4
 LV0321'M) SOUTHEAST OF THE FIRST RUNWAY LIGHT NORTH OF THE END, AND 26.8 FT
 LV0321'(8.2 M) NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE PAD. THE
 LV0321'STATION IS MARKED WITH A STANDARD CGS TOPOGRAPHIC STATION DISK STAMPED
 LV0321'AP 1962 STA B2, SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 LV0321'THE SURFACE OF THE GROUND.
 LV0321
 LV0321                          STATION RECOVERY (2004)
 LV0321
 LV0321'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 LV0321'RECOVERY NOTE MSAM 2004 (DJK)
 LV0321' 
 LV0321'RECOVERED AS DESCRIBED
 LV0321
 LV0321                          STATION RECOVERY (2004)
 LV0321
 LV0321'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (DJA)
 LV0321'RECOVERED AS DESCRIBED
 LV0321
 LV0321                          STATION RECOVERY (2010)
 LV0321
 LV0321'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (DJK)
 LV0321'STATION IS IN LINE WITH THE APPROACH SIDE OF THE DISPLACED THRESHOLD
 LV0321'BAR.  PERMISSION IS REQUIRED TO ACCESS THIS STATION. AIRPORT MANAGER
 LV0321'IS JACQUELYN HULSEY, 3561 BOEING AVENUE, MCKINLEYVILLE, CA, 95519.
 LV0321'TELEPHONE (707)839-5401.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0304 ***********************************************************************
 LV0304  DESIGNATION -  ARC 1+75
 LV0304  PID         -  LV0304
 LV0304  STATE/COUNTY-  CA/HUMBOLDT
 LV0304  USGS QUAD   -  ARCATA NORTH (1972)
 LV0304
 LV0304                         *CURRENT SURVEY CONTROL
 LV0304  ___________________________________________________________________
 LV0304* NAD 83(1986)-  40 52 32.     (N)    124 04 58.     (W)     SCALED    
 LV0304* NAVD 88     -        22.12   (+/-2cm)      72.6    (feet)  VERTCON   
 LV0304  ___________________________________________________________________
 LV0304  GEOID HEIGHT-         -30.18  (meters)                     GEOID09
 LV0304  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0304
 LV0304.The horizontal coordinates were scaled from a topographic map and have
 LV0304.an estimated accuracy of +/- 6 seconds.
 LV0304.
 LV0304.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0304
 LV0304.The vertical order pertains to the NGVD 29 superseded value.
 LV0304
 LV0304.The geoid height was determined by GEOID09.
 LV0304
 LV0304;                    North         East    Units  Estimated Accuracy
 LV0304;SPC CA 1     -   673,330.    1,824,470.      MT  (+/- 180 meters Scaled)
 LV0304
 LV0304                          SUPERSEDED SURVEY CONTROL
 LV0304
 LV0304  NGVD 29 (??/??/??)   21.101  (m)           69.23   (f) ADJUSTED    1 2
 LV0304
 LV0304.Superseded values are not recommended for survey control.
 LV0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0304.See file dsdata.txt to determine how the superseded data were derived.
 LV0304
 LV0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL087255(NAD 83)
 LV0304
 LV0304_MARKER: DD = SURVEY DISK
 LV0304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0304+STABILITY: SURFACE MOTION
 LV0304
 LV0304  HISTORY     - Date     Condition        Report By
 LV0304  HISTORY     - UNK      MONUMENTED       CADH
 LV0304  HISTORY     - 1967     GOOD             CGS
 LV0304  HISTORY     - 1971     GOOD             NGS
 LV0304  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0304
 LV0304                          STATION DESCRIPTION
 LV0304
 LV0304'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0304'AT ARCATA.
 LV0304'AT ARCATA, 0.05 MILE NORTH OF THE JUNCTION OF U.S. HIGHWAY 101
 LV0304'AND 17TH STREET, IN THE ISLAND BETWEEN THE LANES OF THE
 LV0304'HIGHWAY, 27 FEET WEST OF THE CENTER LINE OF THE EAST LANES,
 LV0304'20 FEET EAST OF THE CENTER LINE OF THE WEST LANES, 138 FEET SOUTH
 LV0304'OF HIGHWAY MILEAGE MARKER 86.80, AND SET IN THE TOP OF A CONCRETE
 LV0304'POST FLUSH WITH THE SURFACE OF THE ISLAND.
 LV0304
 LV0304                          STATION RECOVERY (1971)
 LV0304
 LV0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LV0304'RECOVERED IN GOOD CONDITION.
 LV0304
 LV0304                          STATION RECOVERY (1988)
 LV0304
 LV0304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0304'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0323 ***********************************************************************
 LV0323  DESIGNATION -  ARP 1953
 LV0323  PID         -  LV0323
 LV0323  STATE/COUNTY-  CA/HUMBOLDT
 LV0323  USGS QUAD   -  ARCATA NORTH (1972)
 LV0323
 LV0323                         *CURRENT SURVEY CONTROL
 LV0323  ___________________________________________________________________
 LV0323* NAD 83(1986)-  40 58 44.82   (N)    124 06 30.96   (W)     HD_HELD1  
 LV0323* NAVD 88     -        61.204  (meters)     200.80   (feet)  ADJUSTED  
 LV0323  ___________________________________________________________________
 LV0323  GEOID HEIGHT-         -30.09  (meters)                     GEOID09
 LV0323  DYNAMIC HT  -          61.179 (meters)     200.72  (feet)  COMP
 LV0323  MODELED GRAV-     980,213.1   (mgal)                       NAVD 88
 LV0323
 LV0323  VERT ORDER  -  FIRST     CLASS II
 LV0323
 LV0323.This mark is at Arcata Airport (ACV)
 LV0323
 LV0323.The horizontal coordinates were established by differentially corrected
 LV0323.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 LV0323.
 LV0323.The orthometric height was determined by differential leveling and
 LV0323.adjusted in June 1991.
 LV0323
 LV0323.The geoid height was determined by GEOID09.
 LV0323
 LV0323.The dynamic height is computed by dividing the NAVD 88
 LV0323.geopotential number by the normal gravity value computed on the
 LV0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0323.degrees latitude (g = 980.6199 gals.).
 LV0323
 LV0323.The modeled gravity was interpolated from observed gravity values.
 LV0323
 LV0323;                    North         East    Units  Estimated Accuracy
 LV0323;SPC CA 1     -   684,878.5   1,822,571.8     MT  (+/- 3 meters HH1 GPS) 
 LV0323
 LV0323                          SUPERSEDED SURVEY CONTROL
 LV0323
 LV0323  NGVD 29 (??/??/??)   60.171  (m)          197.41   (f) ADJUSTED    1 2
 LV0323
 LV0323.Superseded values are not recommended for survey control.
 LV0323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0323.See file dsdata.txt to determine how the superseded data were derived.
 LV0323
 LV0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL0673437030(NAD 83)
 LV0323
 LV0323_MARKER: DT = TOPOGRAPHIC STATION DISK
 LV0323_SETTING: 0 = UNSPECIFIED SETTING
 LV0323_SP_SET: RUNWAY LIGHT
 LV0323_STAMPING: ARP 1953
 LV0323_MARK LOGO: CGS   
 LV0323_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LV0323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0323
 LV0323  HISTORY     - Date     Condition        Report By
 LV0323  HISTORY     - 1953     MONUMENTED       CGS
 LV0323  HISTORY     - 1967     GOOD             CGS
 LV0323  HISTORY     - 1975     GOOD             NGS
 LV0323  HISTORY     - 19780615 GOOD             NGS
 LV0323
 LV0323                          STATION DESCRIPTION
 LV0323
 LV0323'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0323'2.8 MI N FROM MC KINLEYVILLE.
 LV0323'1.9 MILES NORTH ALONG CENTRAL AVENUE FROM THE POST OFFICE AT
 LV0323'MC KINLEYVILLE, THENCE 0.45 MILE WEST ACROSS COUNTRY TO AIRPORT
 LV0323'TOWER, THENCE 0.45 MILE NORTH ACROSS THE AIRFIELD, IN THE CONCRETE
 LV0323'FOUNDATION OF A RUNWAY LIGHT, 3.0 FEET NORTHEAST OF THE NORTHEAST
 LV0323'EDGE OF THE RUNWAY, 62.6 FEET SOUTHWEST OF BENCH MARK ARP 2 1962,
 LV0323'AND NEAR THE INTERSECTION OF RUNWAYS.
 LV0323
 LV0323                          STATION RECOVERY (1975)
 LV0323
 LV0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LV0323'RECOVERED IN GOOD CONDITION.
 LV0323
 LV0323                          STATION RECOVERY (1978)
 LV0323
 LV0323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LV0323'THE STATION IS LOCATED NORTH OF THE INTERSECTION OF RUNWAYS 1/19 AND
 LV0323'13/31 IN THE BASE OF THE FIRST RUNWAY LIGHT NORTHWESO OF RUNWAY 1/19
 LV0323'ALONG THE EASTERLY EDGE OF RUNWAY 13-31, AND 62.57 FT (19.07 M)
 LV0323'SOUTHWEST OF ARP 2 1962.  THE STATION IS MARKED WITH A STANDARD CGS
 LV0323'TOPOGRAPHIC STATION DISK, STAMPED ARP 1953, SET IN A DRILL HOLE IN THE
 LV0323'CONCRETE LIGHT BASE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0324 ***********************************************************************
 LV0324  DESIGNATION -  ARP 2 1962
 LV0324  PID         -  LV0324
 LV0324  STATE/COUNTY-  CA/HUMBOLDT
 LV0324  USGS QUAD   -  ARCATA NORTH (1972)
 LV0324
 LV0324                         *CURRENT SURVEY CONTROL
 LV0324  ___________________________________________________________________
 LV0324* NAD 83(2007)-  40 58 45.29964(N)    124 06 30.36125(W)     ADJUSTED  
 LV0324* NAVD 88     -        61.413  (meters)     201.49   (feet)  ADJUSTED  
 LV0324  ___________________________________________________________________
 LV0324  EPOCH DATE  -        2007.00
 LV0324  X           -  -2,704,059.681 (meters)                     COMP
 LV0324  Y           -  -3,992,613.412 (meters)                     COMP
 LV0324  Z           -   4,160,704.330 (meters)                     COMP
 LV0324  LAPLACE CORR-          11.70  (seconds)                    DEFLEC09
 LV0324  ELLIP HEIGHT-          31.318 (meters)          (02/10/07) ADJUSTED
 LV0324  GEOID HEIGHT-         -30.09  (meters)                     GEOID09
 LV0324  DYNAMIC HT  -          61.387 (meters)     201.40  (feet)  COMP
 LV0324
 LV0324  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV0324  Type    PID    Designation                      North   East  Ellip
 LV0324  -------------------------------------------------------------------
 LV0324  NETWORK LV0324 ARP 2 1962                        1.20   1.49   7.27
 LV0324  -------------------------------------------------------------------
 LV0324  MODELED GRAV-     980,213.1   (mgal)                       NAVD 88
 LV0324
 LV0324  VERT ORDER  -  FIRST     CLASS II
 LV0324
 LV0324.This mark is at Arcata Airport (ACV)
 LV0324
 LV0324.The horizontal coordinates were established by GPS observations
 LV0324.and adjusted by the National Geodetic Survey in February 2007.
 LV0324
 LV0324.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV0324.See National Readjustment for more information. 
 LV0324
 LV0324.The horizontal coordinates are valid at the epoch date displayed above
 LV0324.which is a decimal equivalence of Year/Month/Day.
 LV0324
 LV0324.The orthometric height was determined by differential leveling and
 LV0324.adjusted in June 1991.
 LV0324
 LV0324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV0324
 LV0324.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0324
 LV0324.The ellipsoidal height was determined by GPS observations
 LV0324.and is referenced to NAD 83.
 LV0324
 LV0324.The geoid height was determined by GEOID09.
 LV0324
 LV0324.The dynamic height is computed by dividing the NAVD 88
 LV0324.geopotential number by the normal gravity value computed on the
 LV0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0324.degrees latitude (g = 980.6199 gals.).
 LV0324
 LV0324.The modeled gravity was interpolated from observed gravity values.
 LV0324
 LV0324;                    North         East     Units Scale Factor Converg.
 LV0324;SPC CA 1     -   684,892.983 1,822,586.179   MT  0.99989779   -1 22 43.2
 LV0324;SPC CA 1     - 2,247,019.73  5,979,601.49   sFT  0.99989779   -1 22 43.2
 LV0324;UTM  10      - 4,537,045.172   406,748.975   MT  0.99970702   -0 43 37.0
 LV0324
 LV0324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0324!SPC CA 1     -   0.99999509  x   0.99989779  =   0.99989288
 LV0324!UTM  10      -   0.99999509  x   0.99970702  =   0.99970211
 LV0324
 LV0324                          SUPERSEDED SURVEY CONTROL
 LV0324
 LV0324  NAD 83(1992)-  40 58 45.29115(N)    124 06 30.36432(W) AD(1991.35) 1
 LV0324  NAD 83(1992)-  40 58 45.29115(N)    124 06 30.36432(W) AD(1991.35) 1
 LV0324  ELLIP H (11/17/92)   31.481  (m)                       GP(1991.35) 5 1
 LV0324  NAD 83(1986)-  40 58 45.28300(N)    124 06 30.37326(W) AD(1984.00) 3
 LV0324  NAVD 88 (11/17/92)   61.41   (m)          201.5    (f) LEVELING    3  
 LV0324  NGVD 29 (??/??/??)   60.379  (m)          198.09   (f) ADJUSTED    1 2
 LV0324
 LV0324.Superseded values are not recommended for survey control.
 LV0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0324.See file dsdata.txt to determine how the superseded data were derived.
 LV0324
 LV0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL0674837045(NAD 83)
 LV0324
 LV0324_MARKER: DT = TOPOGRAPHIC STATION DISK
 LV0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0324_SP_SET: CONCRETE POST
 LV0324_STAMPING: ARP 2 1962
 LV0324_MARK LOGO: CGS   
 LV0324_PROJECTION: FLUSH
 LV0324_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LV0324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0324+SATELLITE: SATELLITE OBSERVATIONS - May 29, 1992
 LV0324
 LV0324  HISTORY     - Date     Condition        Report By
 LV0324  HISTORY     - 1962     MONUMENTED       CGS
 LV0324  HISTORY     - 1967     GOOD             CGS
 LV0324  HISTORY     - 1975     GOOD             NGS
 LV0324  HISTORY     - 19920529 GOOD             NGS
 LV0324  HISTORY     - 19950615 GOOD             NGS
 LV0324  HISTORY     - 19960101 GOOD             WOOLPT
 LV0324
 LV0324                          STATION DESCRIPTION
 LV0324
 LV0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0324'2.8 MI N FROM MC KINLEYVILLE.
 LV0324'1.9 MILES NORTH ALONG CENTRAL AVENUE FROM THE POST OFFICE AT
 LV0324'MC KINLEYVILLE, THENCE 0.45 MILE WEST ACROSS COUNTRY TO AIRPORT
 LV0324'TOWER, THENCE 0.45 MILE NORTH ACROSS AIRFIELD, 72.8 FEET NORTHWEST
 LV0324'OF THE NORTHWEST EDGE OF RUNWAY 1-19, 63.4 FEET NORTHEAST OF THE
 LV0324'NORTHEAST EDGE OF RUNWAY 13-31, 2.2 FEET WEST OF A WITNESS POST,
 LV0324'ABOUT LEVEL WITH THE RUNWAYS, AND SET IN THE TOP OF A CONCRETE
 LV0324'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 LV0324
 LV0324                          STATION RECOVERY (1975)
 LV0324
 LV0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LV0324'RECOVERED IN GOOD CONDITION.
 LV0324
 LV0324                          STATION RECOVERY (1992)
 LV0324
 LV0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0324'STATION IS LOCATED ABOUT 12 KM (7.5 MI) NORTH OF ARCATA, AT THE
 LV0324'ARCATA-EUREKA AIRPORT, IN THE NORTH ANGLE OF THE JUNCTION OF THE
 LV0324'RUNWAYS. OWNERSHIP--COUNTY OF HUMBOLDT, DEPARTMENT OF PUBLIC WORKS,
 LV0324'1106 SECOND STREET, EUREKA, CA 95501.  AIRPORT MANAGER IS RAY L.
 LV0324'BEENINGA, PHONE 707-839-5402. (OFFICE IS ON SECOND FLOOR OF TERMINAL
 LV0324'BUILDING).  AIRPORT PERSONNEL WILL ESCORT YOU TO THE STATION.
 LV0324'TO REACH FROM THE UNDERPASS AT THE JUNCTION OF U.S. HIGHWAY 101 AND
 LV0324'STATE HIGHWAY 299, ABOUT 4 KM (2.5 MI) NORTH OF ARCATA, GO NORTH ON
 LV0324'HIGHWAY 101 FOR 8.98 KM (5.58 MI) TO THE AIRPORT ROAD EXIT RAMP ON
 LV0324'THE RIGHT.  BEAR RIGHT ON RAMP TO AIRPORT ROAD. TURN RIGHT, EAST, ON
 LV0324'AIRPORT ROAD FOR 0.48 KM (0.30 MI) TO THE ENTRANCE ROAD FOR THE U.S.
 LV0324'COAST GUARD AIR STATION ON THE LEFT (AIRPORT MANAGER S OFFICE ON
 LV0324'SECOND FLOOR OF THE NORTH END OF TERMINAL BUILDING STRAIGHT AHEAD).
 LV0324'TURN LEFT ON ROAD FOR 0.08 KM (0.05 MI) TO A T-INTERSECTION.  TURN
 LV0324'RIGHT THEN LEFT ON CESSNA AVENUE FOR 0.24 KM (0.15 MI) TO A SECURITY
 LV0324'GATE (CALL IN ADVANCE FOR SECURITY TO MEET YOU AT GATE).
 LV0324'STATION MARK IS SET IN THE TOP OF A 25-CM SQUARE CONCRETE POST
 LV0324'PROJECTING 2 CM IN A GRASS STRIP BETWEEN RUNWAY 14-32 AND A TRACK
 LV0324'ROAD.  IT IS 46.4 M (152.2 FT) NORTHWEST OF THE CENTER OF RUNWAY
 LV0324'2-20, 43.5 M (142.7 FT) EAST-NORTHEAST OF THE CENTER OF RUNWAY 14-32,
 LV0324'20.8 M (68.2 FT) SOUTHWEST OF THE EDGE OF THE PAVED/DIRT ROAD, 19.7 M
 LV0324'(64.6 FT) EAST-NORTHEAST OF A LIGHT ALONG RUNWAY 14-32, 38.4 M
 LV0324'(126.0 FT) SOUTH OF THE CENTER OF A MANHOLE COVER IN A 4 M (13.1 FT)
 LV0324'SQUARE CONCRETE PAD AND 14.1 M (46.3 FT) NORTHEAST OF THE EAST END OF
 LV0324'RUNWAY SIGN  20-2 .
 LV0324
 LV0324                          STATION RECOVERY (1995)
 LV0324
 LV0324'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995
 LV0324'THE STATION IS LOCATED IN THE GRASS AREA NORTH OF THE INTERSECTION OF
 LV0324'THE RUNWAYS.  IT IS 116.9 FT (35.6 M) SOUTH OF THE SOUTH CORNER OF A
 LV0324'CONCRETE PAD, 72.8 FT (22.2 M) NORTHWEST OF THE NORTHERLY EDGE OF
 LV0324'RUNWAY 2/20, 76.7 FT (23.4 M) NORTHWEST OF THE JUNCTION OF THE
 LV0324'PERIMETER ROAD AND RUNWAY 2/20, AND 63.4 FT (19.3 M) EAST-NORTHEAST OF
 LV0324'THE EASTERLY EDGE OF RUNWAY 14/32.  A STANDARD CGS TOPO STATION DISK
 LV0324'STAMPED ARP 2 1962 SET IN THE TIP OF A CONCRETE MONUMENT FLUSH WITH
 LV0324'THE SURFACE OF THE GROUND.
 LV0324
 LV0324                          STATION RECOVERY (1996)
 LV0324
 LV0324'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996
 LV0324'GOOD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1246 ***********************************************************************
 LU1246  DESIGNATION -  B 102
 LU1246  PID         -  LU1246
 LU1246  STATE/COUNTY-  CA/HUMBOLDT
 LU1246  USGS QUAD   -  GARBERVILLE (1970)
 LU1246
 LU1246                         *CURRENT SURVEY CONTROL
 LU1246  ___________________________________________________________________
 LU1246* NAD 83(1986)-  40 03 02.     (N)    123 47 31.     (W)     SCALED    
 LU1246* NAVD 88     -       127.88   (+/-2cm)     419.6    (feet)  VERTCON   
 LU1246  ___________________________________________________________________
 LU1246  GEOID HEIGHT-         -30.42  (meters)                     GEOID09
 LU1246  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1246
 LU1246.The horizontal coordinates were scaled from a topographic map and have
 LU1246.an estimated accuracy of +/- 6 seconds.
 LU1246.
 LU1246.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1246
 LU1246.The vertical order pertains to the NGVD 29 superseded value.
 LU1246
 LU1246.The geoid height was determined by GEOID09.
 LU1246
 LU1246;                    North         East    Units  Estimated Accuracy
 LU1246;SPC CA 1     -   581,200.    1,847,100.      MT  (+/- 180 meters Scaled)
 LU1246
 LU1246                          SUPERSEDED SURVEY CONTROL
 LU1246
 LU1246  NGVD 29 (??/??/92)  126.962  (m)          416.54   (f) ADJ UNCH    1 2
 LU1246
 LU1246.Superseded values are not recommended for survey control.
 LU1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1246.See file dsdata.txt to determine how the superseded data were derived.
 LU1246
 LU1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK324336(NAD 83)
 LU1246
 LU1246_MARKER: DD = SURVEY DISK
 LU1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU1246_STAMPING: B 102 1931
 LU1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1246+STABILITY: SURFACE MOTION
 LU1246
 LU1246  HISTORY     - Date     Condition        Report By
 LU1246  HISTORY     - 1931     MONUMENTED       CADH
 LU1246  HISTORY     - 1967     GOOD             CGS
 LU1246  HISTORY     - 19880714 MARK NOT FOUND   NGS
 LU1246
 LU1246                          STATION DESCRIPTION
 LU1246
 LU1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1246'4.5 MI S FROM GARBERVILLE.
 LU1246'4.5 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1246'GARBERVILLE, ABOUT MIDWAY BETWEEN CURVES, ACROSS THE HIGHWAY FROM
 LU1246'A LARGE LEVEL AREA NOW USED AS A LUMBER MILL, 37 FEET EAST OF THE
 LU1246'CENTER LINE OF THE HIGHWAY, ABOUT 90 FEET SOUTH OF THE EXTENDED
 LU1246'CENTER LINE OF A GRAVELED DRIVEWAY LEADING TO THE MILL, 41 FEET
 LU1246'NORTHEAST OF THE EAST END OF A 12-INCH PIPE CULVERT, 0.8 FOOT WEST
 LU1246'OF A WIRE FENCE, 0.8 FOOT EAST OF A WITNESS POST, ABOUT LEVEL WITH
 LU1246'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LU1246'0.5 FOOT ABOVE THE GROUND.
 LU1246
 LU1246                          STATION RECOVERY (1988)
 LU1246
 LU1246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1246'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1469 ***********************************************************************
 KT1469  DESIGNATION -  B 103 CAHD
 KT1469  PID         -  KT1469
 KT1469  STATE/COUNTY-  CA/MENDOCINO
 KT1469  USGS QUAD   -  TAN OAK PARK (1994)
 KT1469
 KT1469                         *CURRENT SURVEY CONTROL
 KT1469  ___________________________________________________________________
 KT1469* NAD 83(1986)-  39 47 24.     (N)    123 32 39.     (W)     SCALED    
 KT1469* NAVD 88     -       529.61   (+/-2cm)    1737.6    (feet)  VERTCON   
 KT1469  ___________________________________________________________________
 KT1469  GEOID HEIGHT-         -29.61  (meters)                     GEOID09
 KT1469  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1469
 KT1469.The horizontal coordinates were scaled from a topographic map and have
 KT1469.an estimated accuracy of +/- 6 seconds.
 KT1469.
 KT1469.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1469
 KT1469.The vertical order pertains to the NGVD 29 superseded value.
 KT1469
 KT1469.The geoid height was determined by GEOID09.
 KT1469
 KT1469;                    North         East    Units  Estimated Accuracy
 KT1469;SPC CA 2     -   736,830.    1,867,740.      MT  (+/- 180 meters Scaled)
 KT1469
 KT1469                          SUPERSEDED SURVEY CONTROL
 KT1469
 KT1469  NGVD 29 (??/??/92)  528.672  (m)         1734.48   (f) ADJ UNCH    1 2
 KT1469
 KT1469.Superseded values are not recommended for survey control.
 KT1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1469.See file dsdata.txt to determine how the superseded data were derived.
 KT1469
 KT1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK534045(NAD 83)
 KT1469
 KT1469_MARKER: DD = SURVEY DISK
 KT1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1469_STAMPING: B 103 1931
 KT1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1469+STABILITY: SURFACE MOTION
 KT1469
 KT1469  HISTORY     - Date     Condition        Report By
 KT1469  HISTORY     - 1931     MONUMENTED       CADH
 KT1469  HISTORY     - 1967     GOOD             CGS
 KT1469
 KT1469                          STATION DESCRIPTION
 KT1469
 KT1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1469'8.4 MI N FROM LAYTONVILLE.
 KT1469'8.4 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1469'LAYTONVILLE, 0.2 MILE NORTH OF THE CREST OF A GRADE, AT A
 KT1469'PULLOFF AREA, 97 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 20
 KT1469'FEET WEST OF A FENCE, 1.0 FOOT EAST OF A WITNESS POST, ABOUT
 KT1469'LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KT1469'PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0903 ***********************************************************************
 KT0903  DESIGNATION -  B 1082
 KT0903  PID         -  KT0903
 KT0903  STATE/COUNTY-  CA/MENDOCINO
 KT0903  USGS QUAD   -  LAYTONVILLE (1994)
 KT0903
 KT0903                         *CURRENT SURVEY CONTROL
 KT0903  ___________________________________________________________________
 KT0903* NAD 83(1986)-  39 43 10.     (N)    123 30 01.     (W)     SCALED    
 KT0903* NAVD 88     -       474.03   (+/-2cm)    1555.2    (feet)  VERTCON   
 KT0903  ___________________________________________________________________
 KT0903  GEOID HEIGHT-         -29.55  (meters)                     GEOID09
 KT0903  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0903
 KT0903.The horizontal coordinates were scaled from a topographic map and have
 KT0903.an estimated accuracy of +/- 6 seconds.
 KT0903.
 KT0903.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0903
 KT0903.The vertical order pertains to the NGVD 29 superseded value.
 KT0903
 KT0903.The geoid height was determined by GEOID09.
 KT0903
 KT0903;                    North         East    Units  Estimated Accuracy
 KT0903;SPC CA 2     -   728,940.    1,871,370.      MT  (+/- 180 meters Scaled)
 KT0903
 KT0903                          SUPERSEDED SURVEY CONTROL
 KT0903
 KT0903  NGVD 29 (??/??/92)  473.104  (m)         1552.18   (f) ADJ UNCH    1 2
 KT0903
 KT0903.Superseded values are not recommended for survey control.
 KT0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0903.See file dsdata.txt to determine how the superseded data were derived.
 KT0903
 KT0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ571967(NAD 83)
 KT0903
 KT0903_MARKER: DB = BENCH MARK DISK
 KT0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0903_SP_SET: BASIN
 KT0903_STAMPING: B 1082 1967
 KT0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0903
 KT0903  HISTORY     - Date     Condition        Report By
 KT0903  HISTORY     - 1967     MONUMENTED       CGS
 KT0903
 KT0903                          STATION DESCRIPTION
 KT0903
 KT0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0903'2.4 MI N FROM LAYTONVILLE.
 KT0903'2.45 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT0903'AT LAYTONVILLE, IN THE CENTER OF THE SOUTH WALL OF 3- BY 4-FOOT
 KT0903'CONCRETE CATCH BASIN H-390+25 WHICH IS ALONG A PORTION OF THE
 KT0903'OLD HIGHWAY, 135 FEET EAST OF THE CENTER LINE OF THE NEW HIGHWAY,
 KT0903'15 FEET NORTH OF THE CENTER LINE OF THE OLD HIGHWAY, AND ABOUT
 KT0903'7 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1498 ***********************************************************************
 KT1498  DESIGNATION -  B 1083
 KT1498  PID         -  KT1498
 KT1498  STATE/COUNTY-  CA/MENDOCINO
 KT1498  USGS QUAD   -  NOBLE BUTTE (1994)
 KT1498
 KT1498                         *CURRENT SURVEY CONTROL
 KT1498  ___________________________________________________________________
 KT1498* NAD 83(1986)-  39 52 42.     (N)    123 43 34.     (W)     SCALED    
 KT1498* NAVD 88     -       278.103  (meters)     912.41   (feet)  ADJUSTED  
 KT1498  ___________________________________________________________________
 KT1498  GEOID HEIGHT-         -30.08  (meters)                     GEOID09
 KT1498  DYNAMIC HT  -         277.947 (meters)     911.90  (feet)  COMP
 KT1498  MODELED GRAV-     980,057.5   (mgal)                       NAVD 88
 KT1498
 KT1498  VERT ORDER  -  FIRST     CLASS II
 KT1498
 KT1498.The horizontal coordinates were scaled from a topographic map and have
 KT1498.an estimated accuracy of +/- 6 seconds.
 KT1498.
 KT1498.The orthometric height was determined by differential leveling and
 KT1498.adjusted in June 1991.
 KT1498
 KT1498.The geoid height was determined by GEOID09.
 KT1498
 KT1498.The dynamic height is computed by dividing the NAVD 88
 KT1498.geopotential number by the normal gravity value computed on the
 KT1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1498.degrees latitude (g = 980.6199 gals.).
 KT1498
 KT1498.The modeled gravity was interpolated from observed gravity values.
 KT1498
 KT1498;                    North         East    Units  Estimated Accuracy
 KT1498;SPC CA 2     -   746,920.    1,852,350.      MT  (+/- 180 meters Scaled)
 KT1498
 KT1498                          SUPERSEDED SURVEY CONTROL
 KT1498
 KT1498  NGVD 29 (12/02/92)  277.187  (m)          909.40   (f) ADJUSTED    1 2
 KT1498
 KT1498.Superseded values are not recommended for survey control.
 KT1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1498.See file dsdata.txt to determine how the superseded data were derived.
 KT1498
 KT1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK379145(NAD 83)
 KT1498
 KT1498_MARKER: DB = BENCH MARK DISK
 KT1498_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1498_SP_SET: CONCRETE GUARDRAIL
 KT1498_STAMPING: B 1083 1967
 KT1498_MARK LOGO: CGS   
 KT1498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1498
 KT1498  HISTORY     - Date     Condition        Report By
 KT1498  HISTORY     - 1967     MONUMENTED       CGS
 KT1498  HISTORY     - 19880405 GOOD             NGS
 KT1498
 KT1498                          STATION DESCRIPTION
 KT1498
 KT1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1498'1.5 MI N FROM LEGGETT.
 KT1498'1.5 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1498'LEGGETT, IN THE TOP AND 1.0 FOOT EAST OF THE WEST END OF THE
 KT1498'NORTH CONCRETE GUARDRAIL OF CONCRETE BRIDGE 10-32, AT HIGHWAY
 KT1498'MILEAGE 93.76, 22 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 KT1498'AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
 KT1498
 KT1498                          STATION RECOVERY (1988)
 KT1498
 KT1498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1498'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.3 KM (1.45
 KT1498'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 KT1498'HIGHWAY 1 IN LEGGETT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1248 ***********************************************************************
 LU1248  DESIGNATION -  B 1084
 LU1248  PID         -  LU1248
 LU1248  STATE/COUNTY-  CA/HUMBOLDT
 LU1248  USGS QUAD   -  GARBERVILLE (1970)
 LU1248
 LU1248                         *CURRENT SURVEY CONTROL
 LU1248  ___________________________________________________________________
 LU1248* NAD 83(1986)-  40 03 41.     (N)    123 46 43.     (W)     SCALED    
 LU1248* NAVD 88     -       118.824  (meters)     389.84   (feet)  ADJUSTED  
 LU1248  ___________________________________________________________________
 LU1248  GEOID HEIGHT-         -30.39  (meters)                     GEOID09
 LU1248  DYNAMIC HT  -         118.759 (meters)     389.63  (feet)  COMP
 LU1248  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 LU1248
 LU1248  VERT ORDER  -  FIRST     CLASS II
 LU1248
 LU1248.The horizontal coordinates were scaled from a topographic map and have
 LU1248.an estimated accuracy of +/- 6 seconds.
 LU1248.
 LU1248.The orthometric height was determined by differential leveling and
 LU1248.adjusted in June 1991.
 LU1248
 LU1248.The geoid height was determined by GEOID09.
 LU1248
 LU1248.The dynamic height is computed by dividing the NAVD 88
 LU1248.geopotential number by the normal gravity value computed on the
 LU1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1248.degrees latitude (g = 980.6199 gals.).
 LU1248
 LU1248.The modeled gravity was interpolated from observed gravity values.
 LU1248
 LU1248;                    North         East    Units  Estimated Accuracy
 LU1248;SPC CA 1     -   582,380.    1,848,270.      MT  (+/- 180 meters Scaled)
 LU1248
 LU1248                          SUPERSEDED SURVEY CONTROL
 LU1248
 LU1248  NGVD 29 (12/02/92)  117.902  (m)          386.82   (f) ADJUSTED    1 2
 LU1248
 LU1248.Superseded values are not recommended for survey control.
 LU1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1248.See file dsdata.txt to determine how the superseded data were derived.
 LU1248
 LU1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK335348(NAD 83)
 LU1248
 LU1248_MARKER: DB = BENCH MARK DISK
 LU1248_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1248_SP_SET: HEADWALL
 LU1248_STAMPING: B 1084 1967
 LU1248_MARK LOGO: CGS   
 LU1248_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1248+STABILITY: SURFACE MOTION
 LU1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1248+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1248
 LU1248  HISTORY     - Date     Condition        Report By
 LU1248  HISTORY     - 1967     MONUMENTED       CGS
 LU1248  HISTORY     - 19880331 GOOD             NGS
 LU1248  HISTORY     - 19920729 GOOD             NGS
 LU1248
 LU1248                          STATION DESCRIPTION
 LU1248
 LU1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1248'3.2 MI S FROM GARBERVILLE.
 LU1248'3.2 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 LU1248'AT GARBERVILLE, 0.15 MILE NORTH OF A BRIDGE OVER FISH CREEK,
 LU1248'IN THE TOP AND 0.6 FOOT SOUTH OF THE NORTH END OF THE EAST
 LU1248'CONCRETE HEAD WALL OF 5- BY 5-FOOT CONCRETE BOX CULVERT, 6.56,
 LU1248'31 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 5 FEET
 LU1248'LOWER THAN THE HIGHWAY.
 LU1248
 LU1248                          STATION RECOVERY (1988)
 LU1248
 LU1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1248'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.1 KM (2.55
 LU1248'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1248'GARBERVILLE, THENCE 0.2 KM (0.10 MI) EAST ALONG LAKE BENBOW DRIVE,
 LU1248'THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG BENBOW DRIVE.
 LU1248
 LU1248                          STATION RECOVERY (1992)
 LU1248
 LU1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1248'0.1 KM (0.05 MI) SOUTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1248'OFFICE IN GARBERVILLE, THENCE 4.1 KM (2.55 MI) SOUTHERLY ALONG U.S.
 LU1248'HIGHWAY 101, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG LAKE BENBOW
 LU1248'DRIVE, THENCE 0.8 KM (0.50 MI) SOUTHERLY ALONG BENBOW DRIVE, IN TOP
 LU1248'OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE
 LU1248'HEADWALL OF A BOX CULVERT AT MILEPOST 3.31, 9.4 M (30.8 FT) EAST OF
 LU1248'THE CENTERLINE OF THE DRIVE, AND 1.2 M (3.9 FT) BELOW THE LEVEL OF
 LU1248'THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1286 ***********************************************************************
 LU1286  DESIGNATION -  B 1085
 LU1286  PID         -  LU1286
 LU1286  STATE/COUNTY-  CA/HUMBOLDT
 LU1286  USGS QUAD   -  MIRANDA (1970)
 LU1286
 LU1286                         *CURRENT SURVEY CONTROL
 LU1286  ___________________________________________________________________
 LU1286* NAD 83(1986)-  40 14 57.     (N)    123 49 22.     (W)     SCALED    
 LU1286* NAVD 88     -        67.699  (meters)     222.11   (feet)  ADJUSTED  
 LU1286  ___________________________________________________________________
 LU1286  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 LU1286  DYNAMIC HT  -          67.662 (meters)     221.99  (feet)  COMP
 LU1286  MODELED GRAV-     980,083.2   (mgal)                       NAVD 88
 LU1286
 LU1286  VERT ORDER  -  FIRST     CLASS II
 LU1286
 LU1286.The horizontal coordinates were scaled from a topographic map and have
 LU1286.an estimated accuracy of +/- 6 seconds.
 LU1286.
 LU1286.The orthometric height was determined by differential leveling and
 LU1286.adjusted in December 1992.
 LU1286
 LU1286.The geoid height was determined by GEOID09.
 LU1286
 LU1286.The dynamic height is computed by dividing the NAVD 88
 LU1286.geopotential number by the normal gravity value computed on the
 LU1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1286.degrees latitude (g = 980.6199 gals.).
 LU1286
 LU1286.The modeled gravity was interpolated from observed gravity values.
 LU1286
 LU1286;                    North         East    Units  Estimated Accuracy
 LU1286;SPC CA 1     -   603,310.    1,844,930.      MT  (+/- 180 meters Scaled)
 LU1286
 LU1286                          SUPERSEDED SURVEY CONTROL
 LU1286
 LU1286  NAVD 88 (06/15/91)   67.699  (m)          222.11   (f) UNKNOWN     1 2
 LU1286  NGVD 29 (12/02/92)   66.765  (m)          219.04   (f) ADJUSTED    1 2
 LU1286
 LU1286.Superseded values are not recommended for survey control.
 LU1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1286.See file dsdata.txt to determine how the superseded data were derived.
 LU1286
 LU1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK300557(NAD 83)
 LU1286
 LU1286_MARKER: DB = BENCH MARK DISK
 LU1286_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1286_SP_SET: CATCH BASIN
 LU1286_STAMPING: B 1085 1967
 LU1286_MARK LOGO: CGS   
 LU1286_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1286+STABILITY: SURFACE MOTION
 LU1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1286+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1286
 LU1286  HISTORY     - Date     Condition        Report By
 LU1286  HISTORY     - 1967     MONUMENTED       CGS
 LU1286  HISTORY     - 19880328 GOOD             NGS
 LU1286  HISTORY     - 19920729 GOOD             NGS
 LU1286
 LU1286                          STATION DESCRIPTION
 LU1286
 LU1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1286'0.9 MI N FROM MIRANDA.
 LU1286'0.9 MILE NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION HIGH
 LU1286'SCHOOL AT MIRANDA, IN THE TOP OF THE NORTHWEST CORNER OF 4- BY
 LU1286'4-FOOT CONCRETE CATCH BASIN 7.33 WITH A WOODEN COVER, 19 FEET
 LU1286'EAST OF THE CENTER LINE OF THE AVENUE, AND ABOUT 1 FOOT LOWER
 LU1286'THAN THE AVENUE.
 LU1286
 LU1286                          STATION RECOVERY (1988)
 LU1286
 LU1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1286'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.4 KM (15.80
 LU1286'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1286'GARBERVILLE, THENCE 11.9 KM (7.40 MI) NORTHERLY ALONG THE AVENUE OF
 LU1286'THE GIANTS.
 LU1286
 LU1286                          STATION RECOVERY (1992)
 LU1286
 LU1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1286'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1286'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1286'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1286'101, THENCE 12.0 KM (7.45 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1286'GIANTS, NEAR THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN AT
 LU1286'MILEPOST 7.33, 5.8 M (19.0 FT) EAST OF THE CENTERLINE OF THE AVENUE,
 LU1286'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1487 ***********************************************************************
 LU1487  DESIGNATION -  B 1086
 LU1487  PID         -  LU1487
 LU1487  STATE/COUNTY-  CA/HUMBOLDT
 LU1487  USGS QUAD   -  REDCREST (1969)
 LU1487
 LU1487                         *CURRENT SURVEY CONTROL
 LU1487  ___________________________________________________________________
 LU1487* NAD 83(1986)-  40 24 49.     (N)    123 58 03.     (W)     SCALED    
 LU1487* NAVD 88     -       106.298  (meters)     348.75   (feet)  ADJUSTED  
 LU1487  ___________________________________________________________________
 LU1487  GEOID HEIGHT-         -30.56  (meters)                     GEOID09
 LU1487  DYNAMIC HT  -         106.245 (meters)     348.57  (feet)  COMP
 LU1487  MODELED GRAV-     980,123.4   (mgal)                       NAVD 88
 LU1487
 LU1487  VERT ORDER  -  FIRST     CLASS II
 LU1487
 LU1487.The horizontal coordinates were scaled from a topographic map and have
 LU1487.an estimated accuracy of +/- 6 seconds.
 LU1487.
 LU1487.The orthometric height was determined by differential leveling and
 LU1487.adjusted in December 1992.
 LU1487
 LU1487.The geoid height was determined by GEOID09.
 LU1487
 LU1487.The dynamic height is computed by dividing the NAVD 88
 LU1487.geopotential number by the normal gravity value computed on the
 LU1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1487.degrees latitude (g = 980.6199 gals.).
 LU1487
 LU1487.The modeled gravity was interpolated from observed gravity values.
 LU1487
 LU1487;                    North         East    Units  Estimated Accuracy
 LU1487;SPC CA 1     -   621,830.    1,833,030.      MT  (+/- 180 meters Scaled)
 LU1487
 LU1487                          SUPERSEDED SURVEY CONTROL
 LU1487
 LU1487  NAVD 88 (06/15/91)  106.314  (m)          348.80   (f) UNKNOWN     1 2
 LU1487  NGVD 29 (12/02/92)  105.337  (m)          345.59   (f) ADJUSTED    1 2
 LU1487
 LU1487.Superseded values are not recommended for survey control.
 LU1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1487.See file dsdata.txt to determine how the superseded data were derived.
 LU1487
 LU1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK179741(NAD 83)
 LU1487
 LU1487_MARKER: DB = BENCH MARK DISK
 LU1487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1487_SP_SET: CATCH BASIN
 LU1487_STAMPING: B 1086 1967
 LU1487_MARK LOGO: CGS   
 LU1487_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1487+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LU1487
 LU1487  HISTORY     - Date     Condition        Report By
 LU1487  HISTORY     - 1967     MONUMENTED       CGS
 LU1487  HISTORY     - 1969     GOOD             USGS
 LU1487  HISTORY     - 19880228 GOOD             NGS
 LU1487  HISTORY     - 19920728 GOOD             NGS
 LU1487
 LU1487                          STATION DESCRIPTION
 LU1487
 LU1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1487'13.2 MI N FROM MYERS FLAT.
 LU1487'13.25 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1487'OVERPASS AT MYERS FLAT, IN THE TOP OF THE NORTHWEST CORNER OF THE
 LU1487'CONCRETE WALL OF A 3- BY 4-FOOT CONCRETE CATCH BASIN, R41.28,
 LU1487'40 FT. SOUTH THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 LU1487'HIGHER THAN THE HIGHWAY.
 LU1487
 LU1487                          STATION RECOVERY (1969)
 LU1487
 LU1487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LU1487'RECOVERED IN GOOD CONDITION.
 LU1487
 LU1487                          STATION RECOVERY (1988)
 LU1487
 LU1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1487'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  32.4 KM (20.15
 LU1487'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LU1487'FORTUNA.
 LU1487
 LU1487                          STATION RECOVERY (1992)
 LU1487
 LU1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1487'32.4 KM (20.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LU1487'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LU1487'NEAR THE NORTHWEST CORNER OF THE CONCRETE BACKWALL OF A CATCH BASIN
 LU1487'AT MILEPOST 41.28, 12.2 M (40.0 FT) SOUTH THE CENTERLINE OF THE
 LU1487'SOUTHBOUND LANES OF THE HIGHWAY, AND 0.6 M (2.0 FT) BELOW THE LEVEL
 LU1487'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0241 ***********************************************************************
 LV0241  DESIGNATION -  B 1087
 LV0241  PID         -  LV0241
 LV0241  STATE/COUNTY-  CA/HUMBOLDT
 LV0241  USGS QUAD   -  FORTUNA (1972)
 LV0241
 LV0241                         *CURRENT SURVEY CONTROL
 LV0241  ___________________________________________________________________
 LV0241* NAD 83(1986)-  40 36 43.     (N)    124 11 26.     (W)     SCALED    
 LV0241* NAVD 88     -        22.118  (meters)      72.57   (feet)  ADJUSTED  
 LV0241  ___________________________________________________________________
 LV0241  GEOID HEIGHT-         -31.07  (meters)                     GEOID09
 LV0241  DYNAMIC HT  -          22.108 (meters)      72.53  (feet)  COMP
 LV0241  MODELED GRAV-     980,166.9   (mgal)                       NAVD 88
 LV0241
 LV0241  VERT ORDER  -  FIRST     CLASS II
 LV0241
 LV0241.The horizontal coordinates were scaled from a topographic map and have
 LV0241.an estimated accuracy of +/- 6 seconds.
 LV0241.
 LV0241.The orthometric height was determined by differential leveling and
 LV0241.adjusted in June 1991.
 LV0241
 LV0241.The geoid height was determined by GEOID09.
 LV0241
 LV0241.The dynamic height is computed by dividing the NAVD 88
 LV0241.geopotential number by the normal gravity value computed on the
 LV0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0241.degrees latitude (g = 980.6199 gals.).
 LV0241
 LV0241.The modeled gravity was interpolated from observed gravity values.
 LV0241
 LV0241;                    North         East    Units  Estimated Accuracy
 LV0241;SPC CA 1     -   644,290.    1,814,660.      MT  (+/- 180 meters Scaled)
 LV0241
 LV0241                          SUPERSEDED SURVEY CONTROL
 LV0241
 LV0241  NGVD 29 (12/02/92)   21.124  (m)           69.30   (f) ADJUSTED    1 2
 LV0241
 LV0241.Superseded values are not recommended for survey control.
 LV0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0241.See file dsdata.txt to determine how the superseded data were derived.
 LV0241
 LV0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK992963(NAD 83)
 LV0241
 LV0241_MARKER: DB = BENCH MARK DISK
 LV0241_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0241_SP_SET: BRIDGE CURB
 LV0241_STAMPING: B 1087 1967
 LV0241_MARK LOGO: CGS   
 LV0241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0241
 LV0241  HISTORY     - Date     Condition        Report By
 LV0241  HISTORY     - 1967     MONUMENTED       CGS
 LV0241  HISTORY     - 19880224 GOOD             NGS
 LV0241  HISTORY     - 19920727 MARK NOT FOUND   NGS
 LV0241
 LV0241                          STATION DESCRIPTION
 LV0241
 LV0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0241'1.5 MI N FROM FORTUNA.
 LV0241'1.5 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FORTUNA OVERPASS
 LV0241'AT FORTUNA, IN THE TOP AND 2.0 FEET NORTH OF THE SOUTH END OF
 LV0241'THE EAST CONCRETE CURB OF FINCH CREEK UNDERPASS NO. 4.113, AT
 LV0241'HIGHWAY MILEAGE 63.10, 20 FEET EAST OF THE CENTER LINE OF THE EAST
 LV0241'LANES OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 LV0241
 LV0241                          STATION RECOVERY (1988)
 LV0241
 LV0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0241'RECOVERED IN GOOD CONDITION.
 LV0241
 LV0241                          STATION RECOVERY (1992)
 LV0241
 LV0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0241'THE BRIDGE CURB HAS BEEN REPLACED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0313 ***********************************************************************
 LV0313  DESIGNATION -  B 1088
 LV0313  PID         -  LV0313
 LV0313  STATE/COUNTY-  CA/HUMBOLDT
 LV0313  USGS QUAD   -  ARCATA NORTH (1972)
 LV0313
 LV0313                         *CURRENT SURVEY CONTROL
 LV0313  ___________________________________________________________________
 LV0313* NAD 83(1986)-  40 54 18.     (N)    124 05 14.     (W)     SCALED    
 LV0313* NAVD 88     -        12.580  (meters)      41.27   (feet)  ADJUSTED  
 LV0313  ___________________________________________________________________
 LV0313  GEOID HEIGHT-         -30.15  (meters)                     GEOID09
 LV0313  DYNAMIC HT  -          12.574 (meters)      41.25  (feet)  COMP
 LV0313  MODELED GRAV-     980,215.8   (mgal)                       NAVD 88
 LV0313
 LV0313  VERT ORDER  -  FIRST     CLASS II
 LV0313
 LV0313.The horizontal coordinates were scaled from a topographic map and have
 LV0313.an estimated accuracy of +/- 6 seconds.
 LV0313.
 LV0313.The orthometric height was determined by differential leveling and
 LV0313.adjusted in June 1991.
 LV0313
 LV0313.WARNING-Repeat measurements at this control monument indicate possible
 LV0313.vertical movement.
 LV0313
 LV0313.The geoid height was determined by GEOID09.
 LV0313
 LV0313.The dynamic height is computed by dividing the NAVD 88
 LV0313.geopotential number by the normal gravity value computed on the
 LV0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0313.degrees latitude (g = 980.6199 gals.).
 LV0313
 LV0313.The modeled gravity was interpolated from observed gravity values.
 LV0313
 LV0313;                    North         East    Units  Estimated Accuracy
 LV0313;SPC CA 1     -   676,610.    1,824,170.      MT  (+/- 180 meters Scaled)
 LV0313
 LV0313                          SUPERSEDED SURVEY CONTROL
 LV0313
 LV0313  NGVD 29 (12/02/92)   11.553  (m)           37.90   (f) ADJUSTED    1 2
 LV0313
 LV0313.Superseded values are not recommended for survey control.
 LV0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0313.See file dsdata.txt to determine how the superseded data were derived.
 LV0313
 LV0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL084287(NAD 83)
 LV0313
 LV0313_MARKER: DB = BENCH MARK DISK
 LV0313_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0313_SP_SET: HEADWALL
 LV0313_STAMPING: B 1088 1967
 LV0313_MARK LOGO: CGS   
 LV0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0313+STABILITY: SURFACE MOTION
 LV0313
 LV0313  HISTORY     - Date     Condition        Report By
 LV0313  HISTORY     - 1967     MONUMENTED       CGS
 LV0313  HISTORY     - 1988     GOOD             NGS
 LV0313  HISTORY     - 20020717 MARK NOT FOUND   CADT
 LV0313
 LV0313                          STATION DESCRIPTION
 LV0313
 LV0313'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0313'3 MI N FROM ARCATA.
 LV0313'3.05 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FOURTH STREET
 LV0313'OVERPASS AT ARCATA, AT HIGHWAY MILEAGE 88.87, IN THE TOP AND
 LV0313'0.5 FOOT NORTH OF THE SOUTH END OF THE SOUTH CONCRETE WING WALL
 LV0313'OF JONES SLOUGH BRIDGE NO. 4.83, 23 FEET EAST OF THE CENTER LINE
 LV0313'OF THE EAST LANES OF THE HIGHWAY, 11.4 FEET SOUTH OF THE SOUTHEAST
 LV0313'CORNER OF THE BRIDGE, AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0313
 LV0313                          STATION RECOVERY (1988)
 LV0313
 LV0313'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0313'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.9 KM
 LV0313'(0.55 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 LV0313'HIGHWAY 299 IN ARCATA.
 LV0313
 LV0313                          STATION RECOVERY (2002)
 LV0313
 LV0313'RECOVERY NOTE BY CALTRANS 2002 (REB)
 LV0313'I BELIEVE THIS MARK WAS DESTOYED DURING MODIFICATION OF JONES SLOUGH
 LV0313'BRIDGE 4.83.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0168 ***********************************************************************
 LV0168  DESIGNATION -  B 1089
 LV0168  PID         -  LV0168
 LV0168  STATE/COUNTY-  CA/HUMBOLDT
 LV0168  USGS QUAD   -  RODGERS PEAK (1966)
 LV0168
 LV0168                         *CURRENT SURVEY CONTROL
 LV0168  ___________________________________________________________________
 LV0168* NAD 83(1986)-  41 10 46.     (N)    124 06 21.     (W)     SCALED    
 LV0168* NAVD 88     -        24.209  (meters)      79.43   (feet)  POSTED    
 LV0168  ___________________________________________________________________
 LV0168  GEOID HEIGHT-         -29.69  (meters)                     GEOID09
 LV0168  DYNAMIC HT  -          24.20  (meters)      79.4   (feet)  COMP
 LV0168  MODELED GRAV-     980,221.1   (mgal)                       NAVD 88
 LV0168
 LV0168  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LV0168
 LV0168.The horizontal coordinates were scaled from a topographic map and have
 LV0168.an estimated accuracy of +/- 6 seconds.
 LV0168.
 LV0168.The orthometric height was determined by differential leveling
 LV0168.and adjusted by the  in 1992.
 LV0168
 LV0168.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LV0168.rate of 0.0 thru 1.0 mm/km.
 LV0168
 LV0168.The geoid height was determined by GEOID09.
 LV0168
 LV0168.The dynamic height is computed by dividing the NAVD 88
 LV0168.geopotential number by the normal gravity value computed on the
 LV0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0168.degrees latitude (g = 980.6199 gals.).
 LV0168
 LV0168.The modeled gravity was interpolated from observed gravity values.
 LV0168
 LV0168;                    North         East    Units  Estimated Accuracy
 LV0168;SPC CA 1     -   707,110.    1,823,340.      MT  (+/- 180 meters Scaled)
 LV0168
 LV0168                          SUPERSEDED SURVEY CONTROL
 LV0168
 LV0168  NGVD 29 (??/??/??)   23.171  (m)           76.02   (f) ADJUSTED    1 2
 LV0168
 LV0168.Superseded values are not recommended for survey control.
 LV0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0168.See file dsdata.txt to determine how the superseded data were derived.
 LV0168
 LV0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL072592(NAD 83)
 LV0168
 LV0168_MARKER: DB = BENCH MARK DISK
 LV0168_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0168_SP_SET: CULVERT
 LV0168_STAMPING: B 1089 1967
 LV0168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0168
 LV0168  HISTORY     - Date     Condition        Report By
 LV0168  HISTORY     - 1967     MONUMENTED       CGS
 LV0168  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0168
 LV0168                          STATION DESCRIPTION
 LV0168
 LV0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0168'9.8 MI N FROM TRINIDAD.
 LV0168'9.75 MILES NORTH ALONG U.S. HIGHWAY 101 FROM TRINIDAD UNDERPASS
 LV0168'AT TRINIDAD, ON THE INSIDE OF A CURVE, IN THE TOP AND 1.2 FEET
 LV0168'SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF CULVERT
 LV0168'110.63, 15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 LV0168'2 FEET LOWER THAN THE HIGHWAY.
 LV0168
 LV0168                          STATION RECOVERY (1988)
 LV0168
 LV0168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0168'THERE IS A NEW STORM DRAIN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0094 ***********************************************************************
 LV0094  DESIGNATION -  B 1090
 LV0094  PID         -  LV0094
 LV0094  STATE/COUNTY-  CA/DEL NORTE
 LV0094  USGS QUAD   -  SISTER ROCKS (1966)
 LV0094
 LV0094                         *CURRENT SURVEY CONTROL
 LV0094  ___________________________________________________________________
 LV0094* NAD 83(1986)-  41 43 39.     (N)    124 08 31.     (W)     SCALED    
 LV0094* NAVD 88     -        85.662  (meters)     281.04   (feet)  ADJUSTED  
 LV0094  ___________________________________________________________________
 LV0094  GEOID HEIGHT-         -28.51  (meters)                     GEOID09
 LV0094  DYNAMIC HT  -          85.631 (meters)     280.94  (feet)  COMP
 LV0094  MODELED GRAV-     980,262.3   (mgal)                       NAVD 88
 LV0094
 LV0094  VERT ORDER  -  FIRST     CLASS II
 LV0094
 LV0094.The horizontal coordinates were scaled from a topographic map and have
 LV0094.an estimated accuracy of +/- 6 seconds.
 LV0094.
 LV0094.The orthometric height was determined by differential leveling and
 LV0094.adjusted in June 1991.
 LV0094
 LV0094.The geoid height was determined by GEOID09.
 LV0094
 LV0094.The dynamic height is computed by dividing the NAVD 88
 LV0094.geopotential number by the normal gravity value computed on the
 LV0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0094.degrees latitude (g = 980.6199 gals.).
 LV0094
 LV0094.The modeled gravity was interpolated from observed gravity values.
 LV0094
 LV0094;                    North         East    Units  Estimated Accuracy
 LV0094;SPC CA 1     -   768,030.    1,821,800.      MT  (+/- 180 meters Scaled)
 LV0094
 LV0094                          SUPERSEDED SURVEY CONTROL
 LV0094
 LV0094  NGVD 29 (??/??/??)   84.641  (m)          277.69   (f) ADJUSTED    1 2
 LV0094
 LV0094.Superseded values are not recommended for survey control.
 LV0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0094.See file dsdata.txt to determine how the superseded data were derived.
 LV0094
 LV0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM050201(NAD 83)
 LV0094
 LV0094_MARKER: DB = BENCH MARK DISK
 LV0094_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0094_SP_SET: CULVERT
 LV0094_STAMPING: B 1090 1967
 LV0094_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0094
 LV0094  HISTORY     - Date     Condition        Report By
 LV0094  HISTORY     - 1967     MONUMENTED       CGS
 LV0094  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0094
 LV0094                          STATION DESCRIPTION
 LV0094
 LV0094'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0094'3.2 MI S FROM CRESCENT CITY.
 LV0094'3.25 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0094'OF FRONT STREET AT CRESCENT CITY, IN THE TOP AND 1.0 FOOT
 LV0094'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD
 LV0094'WALL OF CULVERT 22.99, 13 FEET NORTHEAST OF THE CENTER LINE OF
 LV0094'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0094
 LV0094                          STATION RECOVERY (1988)
 LV0094
 LV0094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0094'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0058 ***********************************************************************
 LV0058  DESIGNATION -  B 1091
 LV0058  PID         -  LV0058
 LV0058  STATE/COUNTY-  CA/DEL NORTE
 LV0058  USGS QUAD   -  REQUA (1966)
 LV0058
 LV0058                         *CURRENT SURVEY CONTROL
 LV0058  ___________________________________________________________________
 LV0058* NAD 83(1986)-  41 31 48.     (N)    124 02 18.     (W)     SCALED    
 LV0058* NAVD 88     -         9.496  (meters)      31.15   (feet)  POSTED    
 LV0058  ___________________________________________________________________
 LV0058  GEOID HEIGHT-         -28.68  (meters)                     GEOID09
 LV0058  DYNAMIC HT  -           9.49  (meters)      31.1   (feet)  COMP
 LV0058  MODELED GRAV-     980,248.5   (mgal)                       NAVD 88
 LV0058
 LV0058  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 LV0058
 LV0058.The horizontal coordinates were scaled from a topographic map and have
 LV0058.an estimated accuracy of +/- 6 seconds.
 LV0058.
 LV0058.The orthometric height was determined by differential leveling
 LV0058.and adjusted by the  in 1992.
 LV0058
 LV0058.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 LV0058.rate of 1.1 thru 2.0 mm/km.
 LV0058
 LV0058.The geoid height was determined by GEOID09.
 LV0058
 LV0058.The dynamic height is computed by dividing the NAVD 88
 LV0058.geopotential number by the normal gravity value computed on the
 LV0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0058.degrees latitude (g = 980.6199 gals.).
 LV0058
 LV0058.The modeled gravity was interpolated from observed gravity values.
 LV0058
 LV0058;                    North         East    Units  Estimated Accuracy
 LV0058;SPC CA 1     -   745,900.    1,829,910.      MT  (+/- 180 meters Scaled)
 LV0058
 LV0058                          SUPERSEDED SURVEY CONTROL
 LV0058
 LV0058  NGVD 29 (??/??/??)    8.470  (m)           27.79   (f) ADJUSTED    1 2
 LV0058
 LV0058.Superseded values are not recommended for survey control.
 LV0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0058.See file dsdata.txt to determine how the superseded data were derived.
 LV0058
 LV0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL133981(NAD 83)
 LV0058
 LV0058_MARKER: DB = BENCH MARK DISK
 LV0058_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0058_SP_SET: CULVERT
 LV0058_STAMPING: B 1091 1967
 LV0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0058
 LV0058  HISTORY     - Date     Condition        Report By
 LV0058  HISTORY     - 1967     MONUMENTED       CGS
 LV0058  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0058
 LV0058                          STATION DESCRIPTION
 LV0058
 LV0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0058'19.3 MI N FROM ORICK.
 LV0058'19.3 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 LV0058'AT ORICK, 20.5 MILE SOUTH OF CRESCENT CITY, IN THE TOP AND 1.0
 LV0058'FOOT SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 LV0058'HEAD WALL OF 36-INCH PIPE CULVERT 6.20, 21 FEET NORTHEAST OF THE
 LV0058'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0058
 LV0058                          STATION RECOVERY (1988)
 LV0058
 LV0058'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0058'THERE IS NO LONGER A CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1474 ***********************************************************************
 KT1474  DESIGNATION -  B 623
 KT1474  PID         -  KT1474
 KT1474  STATE/COUNTY-  CA/MENDOCINO
 KT1474  USGS QUAD   -  TAN OAK PARK (1994)
 KT1474
 KT1474                         *CURRENT SURVEY CONTROL
 KT1474  ___________________________________________________________________
 KT1474* NAD 83(1986)-  39 49 40.     (N)    123 34 22.     (W)     SCALED    
 KT1474* NAVD 88     -       429.09   (+/-2cm)    1407.8    (feet)  VERTCON   
 KT1474  ___________________________________________________________________
 KT1474  GEOID HEIGHT-         -29.63  (meters)                     GEOID09
 KT1474  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1474
 KT1474.The horizontal coordinates were scaled from a topographic map and have
 KT1474.an estimated accuracy of +/- 6 seconds.
 KT1474.
 KT1474.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1474
 KT1474.The vertical order pertains to the NGVD 29 superseded value.
 KT1474
 KT1474.The geoid height was determined by GEOID09.
 KT1474
 KT1474;                    North         East    Units  Estimated Accuracy
 KT1474;SPC CA 2     -   741,070.    1,865,370.      MT  (+/- 180 meters Scaled)
 KT1474
 KT1474                          SUPERSEDED SURVEY CONTROL
 KT1474
 KT1474  NGVD 29 (??/??/92)  428.143  (m)         1404.67   (f) ADJ UNCH    1 2
 KT1474
 KT1474.Superseded values are not recommended for survey control.
 KT1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1474.See file dsdata.txt to determine how the superseded data were derived.
 KT1474
 KT1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK509087(NAD 83)
 KT1474
 KT1474_MARKER: DB = BENCH MARK DISK
 KT1474_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1474_SP_SET: WALL
 KT1474_STAMPING: B 623 1942
 KT1474_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1474
 KT1474  HISTORY     - Date     Condition        Report By
 KT1474  HISTORY     - 1942     MONUMENTED       CGS
 KT1474  HISTORY     - 1967     GOOD             CGS
 KT1474  HISTORY     - 1972     GOOD             USGS
 KT1474
 KT1474                          STATION DESCRIPTION
 KT1474
 KT1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1474'11 MI SE FROM LEGGETT.
 KT1474'11.0 MILES SOUTH ALONG OLD U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1474'AT LEGGETT, 11.65 MILES NORTH OF LAYTONVILLE, AT THE JUNCTION OF
 KT1474'A DIRT ROAD NORTH TO BELL SPRINGS AND THE CROSSING OF CUMMINGS
 KT1474'CREEK, IN THE TOP OF THE WEST END OF A CONCRETE RETAINING WALL,
 KT1474'37 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY MEASURED FROM
 KT1474'THE CENTER OF THE JUNCTION, 77 FEET WEST OF THE WEST END OF A
 KT1474'ROCK WALL AROUND A HOUSE, 3.5 FEET EAST OF THE EAST EDGE OF
 KT1474'72-INCH PIPE CULVERT 81.16 OVER CUMMINGS CREEK, AND ABOUT 9 FEET
 KT1474'LOWER THAN THE HIGHWAY.
 KT1474
 KT1474                          STATION RECOVERY (1972)
 KT1474
 KT1474'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1474'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0314 ***********************************************************************
 LV0314  DESIGNATION -  B 75
 LV0314  PID         -  LV0314
 LV0314  STATE/COUNTY-  CA/HUMBOLDT
 LV0314  USGS QUAD   -  ARCATA NORTH (1972)
 LV0314
 LV0314                         *CURRENT SURVEY CONTROL
 LV0314  ___________________________________________________________________
 LV0314* NAD 83(1986)-  40 54 57.     (N)    124 05 33.     (W)     SCALED    
 LV0314* NAVD 88     -        11.936  (meters)      39.16   (feet)  ADJUSTED  
 LV0314  ___________________________________________________________________
 LV0314  GEOID HEIGHT-         -30.15  (meters)                     GEOID09
 LV0314  DYNAMIC HT  -          11.931 (meters)      39.14  (feet)  COMP
 LV0314  MODELED GRAV-     980,214.7   (mgal)                       NAVD 88
 LV0314
 LV0314  VERT ORDER  -  FIRST     CLASS II
 LV0314
 LV0314.The horizontal coordinates were scaled from a topographic map and have
 LV0314.an estimated accuracy of +/- 6 seconds.
 LV0314.
 LV0314.The orthometric height was determined by differential leveling and
 LV0314.adjusted in June 1991.
 LV0314
 LV0314.The geoid height was determined by GEOID09.
 LV0314
 LV0314.The dynamic height is computed by dividing the NAVD 88
 LV0314.geopotential number by the normal gravity value computed on the
 LV0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0314.degrees latitude (g = 980.6199 gals.).
 LV0314
 LV0314.The modeled gravity was interpolated from observed gravity values.
 LV0314
 LV0314;                    North         East    Units  Estimated Accuracy
 LV0314;SPC CA 1     -   677,820.    1,823,760.      MT  (+/- 180 meters Scaled)
 LV0314
 LV0314                          SUPERSEDED SURVEY CONTROL
 LV0314
 LV0314  NGVD 29 (12/02/92)   10.908  (m)           35.79   (f) ADJUSTED    1 2
 LV0314
 LV0314.Superseded values are not recommended for survey control.
 LV0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0314.See file dsdata.txt to determine how the superseded data were derived.
 LV0314
 LV0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL080299(NAD 83)
 LV0314
 LV0314_MARKER: DB = BENCH MARK DISK
 LV0314_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0314_SP_SET: PIER
 LV0314_STAMPING: B 75 1931 35.369
 LV0314_MARK LOGO: CGS   
 LV0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0314+STABILITY: POSITION/ELEVATION WELL
 LV0314
 LV0314  HISTORY     - Date     Condition        Report By
 LV0314  HISTORY     - 1931     MONUMENTED       CGS
 LV0314  HISTORY     - 1967     GOOD             CGS
 LV0314  HISTORY     - 1988     GOOD             NGS
 LV0314
 LV0314                          STATION DESCRIPTION
 LV0314
 LV0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0314'3.8 MI N FROM ARCATA.
 LV0314'3.85 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FOURTH STREET OVERPASS
 LV0314'AT ARCATA, IN THE TOP OF THE EAST EDGE OF THE SOUTH CONCRETE
 LV0314'PIER OF STEEL TRUSS BRIDGE NO. 4.25R OVER MAD RIVER, AT
 LV0314'HIGHWAY MILEAGE 89.63, 13 FEET EAST OF THE CENTER LINE OF THE
 LV0314'EAST LANES OF THE HIGHWAY, 0.6 FOOT EAST OF THE SOUTHEAST
 LV0314'CORNER OF THE STEEL PORTION OF BRIDGE, AND ABOUT 4 FEET LOWER
 LV0314'THAN THE HIGHWAY.
 LV0314
 LV0314                          STATION RECOVERY (1988)
 LV0314
 LV0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0314'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.4 KM
 LV0314'(1.50 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 LV0314'HIGHWAY 299 IN ARCATA.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0053 ***********************************************************************
 LV0053  DESIGNATION -  BRIDGE ET
 LV0053  PID         -  LV0053
 LV0053  STATE/COUNTY-  CA/DEL NORTE
 LV0053  USGS QUAD   -  REQUA (1966)
 LV0053
 LV0053                         *CURRENT SURVEY CONTROL
 LV0053  ___________________________________________________________________
 LV0053* NAD 83(1986)-  41 30 52.     (N)    124 01 48.     (W)     SCALED    
 LV0053* NAVD 88     -        20.464  (meters)      67.14   (feet)  ADJUSTED  
 LV0053  ___________________________________________________________________
 LV0053  GEOID HEIGHT-         -28.69  (meters)                     GEOID09
 LV0053  DYNAMIC HT  -          20.456 (meters)      67.11  (feet)  COMP
 LV0053  MODELED GRAV-     980,247.1   (mgal)                       NAVD 88
 LV0053
 LV0053  VERT ORDER  -  FIRST     CLASS II
 LV0053
 LV0053.The horizontal coordinates were scaled from a topographic map and have
 LV0053.an estimated accuracy of +/- 6 seconds.
 LV0053.
 LV0053.The orthometric height was determined by differential leveling and
 LV0053.adjusted in June 1991.
 LV0053
 LV0053.Photographs are available for this station.
 LV0053
 LV0053.The geoid height was determined by GEOID09.
 LV0053
 LV0053.The dynamic height is computed by dividing the NAVD 88
 LV0053.geopotential number by the normal gravity value computed on the
 LV0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0053.degrees latitude (g = 980.6199 gals.).
 LV0053
 LV0053.The modeled gravity was interpolated from observed gravity values.
 LV0053
 LV0053;                    North         East    Units  Estimated Accuracy
 LV0053;SPC CA 1     -   744,160.    1,830,560.      MT  (+/- 180 meters Scaled)
 LV0053
 LV0053                          SUPERSEDED SURVEY CONTROL
 LV0053
 LV0053  NGVD 29 (12/02/92)   19.447  (m)           63.80   (f) ADJUSTED    1 2
 LV0053
 LV0053.Superseded values are not recommended for survey control.
 LV0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0053.See file dsdata.txt to determine how the superseded data were derived.
 LV0053
 LV0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL140963(NAD 83)
 LV0053
 LV0053_MARKER: DD = SURVEY DISK
 LV0053_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0053_SP_SET: ABUTMENT WALKWAY
 LV0053_STAMPING: BRIDGE ET 1965
 LV0053_MARK LOGO: USGS  
 LV0053_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0053+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2011
 LV0053
 LV0053  HISTORY     - Date     Condition        Report By
 LV0053  HISTORY     - 1965     MONUMENTED       USGS
 LV0053  HISTORY     - 1967     GOOD             CGS
 LV0053  HISTORY     - 1988     GOOD             NGS
 LV0053  HISTORY     - 19960101 GOOD             WOOLPT
 LV0053  HISTORY     - 20110720 GOOD             ATKNA
 LV0053
 LV0053                          STATION DESCRIPTION
 LV0053
 LV0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0053'17.7 MI N FROM ORICK.
 LV0053'17.7 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 LV0053'AT ORICK, AT HIGHWAY MILEAGE 4.04, IN THE TOP OF THE WEST CONCRETE
 LV0053'CURB OF BRIDGE NO. 1.28 OVER KLAMATH RIVER, 16 FEET WEST OF THE
 LV0053'CENTER LINE OF THE HIGHWAY, 3.0 FEET NORTH OF THE SOUTH END OF THE
 LV0053'CURB, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 LV0053
 LV0053                          STATION RECOVERY (1988)
 LV0053
 LV0053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0053'RECOVERED IN GOOD CONDITION.
 LV0053
 LV0053                          STATION RECOVERY (1996)
 LV0053
 LV0053'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996
 LV0053'GOOD.
 LV0053
 LV0053                          STATION RECOVERY (2011)
 LV0053
 LV0053'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2011 (DWD)
 LV0053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1466 ***********************************************************************
 KT1466  DESIGNATION -  C 103
 KT1466  PID         -  KT1466
 KT1466  STATE/COUNTY-  CA/MENDOCINO
 KT1466  USGS QUAD   -  TAN OAK PARK (1994)
 KT1466
 KT1466                         *CURRENT SURVEY CONTROL
 KT1466  ___________________________________________________________________
 KT1466* NAD 83(1986)-  39 46 05.     (N)    123 32 43.     (W)     SCALED    
 KT1466* NAVD 88     -       457.45   (+/-2cm)    1500.8    (feet)  VERTCON   
 KT1466  ___________________________________________________________________
 KT1466  GEOID HEIGHT-         -29.62  (meters)                     GEOID09
 KT1466  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1466
 KT1466.The horizontal coordinates were scaled from a topographic map and have
 KT1466.an estimated accuracy of +/- 6 seconds.
 KT1466.
 KT1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1466
 KT1466.The vertical order pertains to the NGVD 29 superseded value.
 KT1466
 KT1466.The geoid height was determined by GEOID09.
 KT1466
 KT1466;                    North         East    Units  Estimated Accuracy
 KT1466;SPC CA 2     -   734,400.    1,867,610.      MT  (+/- 180 meters Scaled)
 KT1466
 KT1466                          SUPERSEDED SURVEY CONTROL
 KT1466
 KT1466  NGVD 29 (??/??/92)  456.518  (m)         1497.76   (f) ADJ UNCH    1 2
 KT1466
 KT1466.Superseded values are not recommended for survey control.
 KT1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1466.See file dsdata.txt to determine how the superseded data were derived.
 KT1466
 KT1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK532021(NAD 83)
 KT1466
 KT1466_MARKER: DB = BENCH MARK DISK
 KT1466_SETTING: 80 = SET IN A BOULDER
 KT1466_STAMPING: C 103 1931
 KT1466_MARK LOGO: CGS   
 KT1466_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1466+STABILITY: SURFACE MOTION
 KT1466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KT1466+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1994
 KT1466
 KT1466  HISTORY     - Date     Condition        Report By
 KT1466  HISTORY     - 1931     MONUMENTED       CGS
 KT1466  HISTORY     - 1967     GOOD             CGS
 KT1466  HISTORY     - 19940624 GOOD             CADT
 KT1466
 KT1466                          STATION DESCRIPTION
 KT1466
 KT1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1466'6.8 MI N FROM LAYTONVILLE.
 KT1466'6.75 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1466'LAYTONVILLE, 0.05 MILE EAST AND ACROSS THE HIGHWAY FROM THE
 KT1466'JUNCTION OF A DIRT ROAD WEST, IN THE TOP OF A 5- BY 6-FOOT
 KT1466'BOULDER PROJECTING ABOUT 2 FEET ABOVE THE GROUND, 48 FEET
 KT1466'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 45 FEET SOUTHWEST OF
 KT1466'A FENCE, 2.4 FEET NORTHEAST OF A WITNESS POST, AND ABOUT 6 1/2
 KT1466'FEET HIGHER THAN THE HIGHWAY.
 KT1466
 KT1466                          STATION RECOVERY (1994)
 KT1466
 KT1466'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 KT1466'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING INFORMATION - THE
 KT1466'MARK IS 216 FT (65.8 M) NORTHWEST, MEASURED ALONG THE NORTHEAST EDGE
 KT1466'OF PAVEMENT OF THE HIGHWAY, FROM THE EAST CULVERT MARKER AT POSTMILE
 KT1466'76.16, 28 FT (8.5 M) NORTHEAST OF THE NORTHEAST EDGE STRIPE OF THE
 KT1466'HIGHWAY, IN A LOW ROCK OUTCROP AT THE NORTH END OF A LARGE GRAVELED
 KT1466'TURNOUT, AT HIGHWAY POSTMILE 76.20.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0901 ***********************************************************************
 KT0901  DESIGNATION -  C 1082
 KT0901  PID         -  KT0901
 KT0901  STATE/COUNTY-  CA/MENDOCINO
 KT0901  USGS QUAD   -  LAYTONVILLE (1994)
 KT0901
 KT0901                         *CURRENT SURVEY CONTROL
 KT0901  ___________________________________________________________________
 KT0901* NAD 83(1986)-  39 42 15.     (N)    123 29 20.     (W)     SCALED    
 KT0901* NAVD 88     -       511.78   (+/-2cm)    1679.1    (feet)  VERTCON   
 KT0901  ___________________________________________________________________
 KT0901  GEOID HEIGHT-         -29.54  (meters)                     GEOID09
 KT0901  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0901
 KT0901.The horizontal coordinates were scaled from a topographic map and have
 KT0901.an estimated accuracy of +/- 6 seconds.
 KT0901.
 KT0901.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0901.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0901
 KT0901.The vertical order pertains to the NGVD 29 superseded value.
 KT0901
 KT0901.The geoid height was determined by GEOID09.
 KT0901
 KT0901;                    North         East    Units  Estimated Accuracy
 KT0901;SPC CA 2     -   727,230.    1,872,320.      MT  (+/- 180 meters Scaled)
 KT0901
 KT0901                          SUPERSEDED SURVEY CONTROL
 KT0901
 KT0901  NGVD 29 (??/??/92)  510.851  (m)         1676.02   (f) ADJ UNCH    1 2
 KT0901
 KT0901.Superseded values are not recommended for survey control.
 KT0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0901.See file dsdata.txt to determine how the superseded data were derived.
 KT0901
 KT0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ580950(NAD 83)
 KT0901
 KT0901_MARKER: DB = BENCH MARK DISK
 KT0901_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0901_SP_SET: CULVERT
 KT0901_STAMPING: C 1082 1967
 KT0901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0901
 KT0901  HISTORY     - Date     Condition        Report By
 KT0901  HISTORY     - 1967     MONUMENTED       CGS
 KT0901  HISTORY     - 19940727 MARK NOT FOUND   CADT
 KT0901
 KT0901                          STATION DESCRIPTION
 KT0901
 KT0901'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0901'1.2 MI N FROM LAYTONVILLE.
 KT0901'1.2 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT0901'LAYTONVILLE, AT A PULLOUT AREA, IN THE TOP AND 4.3 FEET NORTH OF
 KT0901'THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF 4- BY 8-FOOT
 KT0901'CONCRETE BOX CULVERT 70.64, 19 FEET EAST OF THE CENTER LINE OF
 KT0901'THE HIGHWAY, 120 FEET SOUTH OF THE CENTER LINE OF A PAVED ROAD
 KT0901'EAST, AND ABOUT LEVEL WITH THE HIGHWAY.
 KT0901
 KT0901                          STATION RECOVERY (1994)
 KT0901
 KT0901'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 KT0901'THE CULVERT AT THIS LOCATION HAS BEEN LENGTHENED AND A NEW HEADWALL
 KT0901'ADDED FOR HIGHWAY WIDENING.  THE MARK IS PRESUMED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1499 ***********************************************************************
 KT1499  DESIGNATION -  C 1083
 KT1499  PID         -  KT1499
 KT1499  STATE/COUNTY-  CA/MENDOCINO
 KT1499  USGS QUAD   -  NOBLE BUTTE (1994)
 KT1499
 KT1499                         *CURRENT SURVEY CONTROL
 KT1499  ___________________________________________________________________
 KT1499* NAD 83(1986)-  39 52 50.     (N)    123 44 00.     (W)     SCALED    
 KT1499* NAVD 88     -       254.26   (+/-2cm)     834.2    (feet)  VERTCON   
 KT1499  ___________________________________________________________________
 KT1499  GEOID HEIGHT-         -30.10  (meters)                     GEOID09
 KT1499  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1499
 KT1499.The horizontal coordinates were scaled from a topographic map and have
 KT1499.an estimated accuracy of +/- 6 seconds.
 KT1499.
 KT1499.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1499
 KT1499.The vertical order pertains to the NGVD 29 superseded value.
 KT1499
 KT1499.The geoid height was determined by GEOID09.
 KT1499
 KT1499;                    North         East    Units  Estimated Accuracy
 KT1499;SPC CA 2     -   747,180.    1,851,730.      MT  (+/- 180 meters Scaled)
 KT1499
 KT1499                          SUPERSEDED SURVEY CONTROL
 KT1499
 KT1499  NGVD 29 (??/??/92)  253.337  (m)          831.16   (f) ADJ UNCH    1 2
 KT1499
 KT1499.Superseded values are not recommended for survey control.
 KT1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1499.See file dsdata.txt to determine how the superseded data were derived.
 KT1499
 KT1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK372147(NAD 83)
 KT1499
 KT1499_MARKER: DB = BENCH MARK DISK
 KT1499_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1499_SP_SET: BASIN
 KT1499_STAMPING: C 1083 1967
 KT1499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1499
 KT1499  HISTORY     - Date     Condition        Report By
 KT1499  HISTORY     - 1967     MONUMENTED       CGS
 KT1499  HISTORY     - 19880714 MARK NOT FOUND   NGS
 KT1499
 KT1499                          STATION DESCRIPTION
 KT1499
 KT1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1499'2 MI N FROM LEGGETT.
 KT1499'2.05 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1499'AT LEGGETT, NEAR THE SUMMIT OF A GRADE, IN THE TOP OF THE SOUTH
 KT1499'CORNER OF 3- BY 4-FOOT CONCRETE CATCH BASIN 94.31 WITH A WOODEN
 KT1499'COVER, 14 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.6
 KT1499'FOOT NORTHWEST OF THE SOUTH CORNER OF THE BASIN, AND ABOUT 1
 KT1499'FOOT LOWER THAN THE HIGHWAY.
 KT1499
 KT1499                          STATION RECOVERY (1988)
 KT1499
 KT1499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1250 ***********************************************************************
 LU1250  DESIGNATION -  C 1084
 LU1250  PID         -  LU1250
 LU1250  STATE/COUNTY-  CA/HUMBOLDT
 LU1250  USGS QUAD   -  GARBERVILLE (1970)
 LU1250
 LU1250                         *CURRENT SURVEY CONTROL
 LU1250  ___________________________________________________________________
 LU1250* NAD 83(1986)-  40 04 05.     (N)    123 47 26.     (W)     SCALED    
 LU1250* NAVD 88     -       123.534  (meters)     405.29   (feet)  ADJUSTED  
 LU1250  ___________________________________________________________________
 LU1250  GEOID HEIGHT-         -30.43  (meters)                     GEOID09
 LU1250  DYNAMIC HT  -         123.468 (meters)     405.08  (feet)  COMP
 LU1250  MODELED GRAV-     980,090.2   (mgal)                       NAVD 88
 LU1250
 LU1250  VERT ORDER  -  FIRST     CLASS II
 LU1250
 LU1250.The horizontal coordinates were scaled from a topographic map and have
 LU1250.an estimated accuracy of +/- 6 seconds.
 LU1250.
 LU1250.The orthometric height was determined by differential leveling and
 LU1250.adjusted in June 1991.
 LU1250
 LU1250.The geoid height was determined by GEOID09.
 LU1250
 LU1250.The dynamic height is computed by dividing the NAVD 88
 LU1250.geopotential number by the normal gravity value computed on the
 LU1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1250.degrees latitude (g = 980.6199 gals.).
 LU1250
 LU1250.The modeled gravity was interpolated from observed gravity values.
 LU1250
 LU1250;                    North         East    Units  Estimated Accuracy
 LU1250;SPC CA 1     -   583,140.    1,847,260.      MT  (+/- 180 meters Scaled)
 LU1250
 LU1250                          SUPERSEDED SURVEY CONTROL
 LU1250
 LU1250  NGVD 29 (12/02/92)  122.613  (m)          402.27   (f) ADJUSTED    1 2
 LU1250
 LU1250.Superseded values are not recommended for survey control.
 LU1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1250.See file dsdata.txt to determine how the superseded data were derived.
 LU1250
 LU1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK325356(NAD 83)
 LU1250
 LU1250_MARKER: DB = BENCH MARK DISK
 LU1250_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LU1250_SP_SET: CURB
 LU1250_STAMPING: C 1084 1967
 LU1250_MARK LOGO: CGS   
 LU1250_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1250+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1250
 LU1250  HISTORY     - Date     Condition        Report By
 LU1250  HISTORY     - 1967     MONUMENTED       CGS
 LU1250  HISTORY     - 1970     GOOD             NGS
 LU1250  HISTORY     - 1973     GOOD
 LU1250  HISTORY     - 19880331 GOOD             NGS
 LU1250  HISTORY     - 19920729 GOOD             NGS
 LU1250
 LU1250                          STATION DESCRIPTION
 LU1250
 LU1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LU1250'2.3 MI S FROM GARBERVILLE.
 LU1250'2.3 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1250'GARVERVILLE, AT BENBOW, AT HIGHWAY MILEAGE 7.43, IN THE TOP OF
 LU1250'THE WEST CONCRETE CURB OF A STONE BRIDGE ON OLD U.S. HIGHWAY 101
 LU1250'(WHICH DEAD ENDS AT THE BRIDGE) OVER THE EAST BRANCH OF THE
 LU1250'SOUTH FORK EEL RIVER, ABOUT 200 YARDS WEST OF THE BENBOW INN, 16
 LU1250'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 12 FEET EAST OF THE WEST
 LU1250'GUARDRAIL, 9 FEET SOUTH OF THE NORTH END OF THE CURB AND ABOUT
 LU1250'0.5 FOOT HIGHER THAN THE HIGHWAY.
 LU1250
 LU1250                          STATION RECOVERY (1973)
 LU1250
 LU1250'RECOVERED 1973
 LU1250'RECOVERED IN GOOD CONDITION.
 LU1250
 LU1250                          STATION RECOVERY (1988)
 LU1250
 LU1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1250'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  4.1 KM (2.55
 LU1250'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1250'GARBERVILLE, THENCE 0.6 KM (0.35 MI) NORTHWESTERLY ALONG LAKE BENBOW
 LU1250'DRIVE.
 LU1250
 LU1250                          STATION RECOVERY (1992)
 LU1250
 LU1250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1250'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1250'OFFICE IN GARBERVILLE, THENCE 4.1 KM (2.55 MI) SOUTHERLY ALONG U.S.
 LU1250'HIGHWAY 101, THENCE 0.6 KM (0.35 MI) NORTHWESTERLY ALONG LAKE BENBOW
 LU1250'DRIVE, IN THE WEST CONCRETE CURB OF A STONE BRIDGE ON OLD U.S.
 LU1250'HIGHWAY 101 SPANNING THE EAST BRANCH OF THE SOUTH FORK OF THE EEL
 LU1250'RIVER, 4.9 M (16.1 FT) WEST OF THE CENTERLINE OF THE DRIVE, 3.7 M
 LU1250'(12.1 FT) EAST OF THE WEST GUARDRAIL, 2.7 M (8.9 FT) SOUTH OF THE
 LU1250'NORTH END OF THE CURB, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE
 LU1250'DRIVE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1288 ***********************************************************************
 LU1288  DESIGNATION -  C 1085
 LU1288  PID         -  LU1288
 LU1288  STATE/COUNTY-  CA/HUMBOLDT
 LU1288  USGS QUAD   -  MYERS FLAT (1969)
 LU1288
 LU1288                         *CURRENT SURVEY CONTROL
 LU1288  ___________________________________________________________________
 LU1288* NAD 83(1986)-  40 15 27.     (N)    123 49 39.     (W)     SCALED    
 LU1288* NAVD 88     -        65.98   (+/-2cm)     216.5    (feet)  VERTCON   
 LU1288  ___________________________________________________________________
 LU1288  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 LU1288  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1288
 LU1288.The horizontal coordinates were scaled from a topographic map and have
 LU1288.an estimated accuracy of +/- 6 seconds.
 LU1288.
 LU1288.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1288
 LU1288.The vertical order pertains to the NGVD 29 superseded value.
 LU1288
 LU1288.The geoid height was determined by GEOID09.
 LU1288
 LU1288;                    North         East    Units  Estimated Accuracy
 LU1288;SPC CA 1     -   604,240.    1,844,550.      MT  (+/- 180 meters Scaled)
 LU1288
 LU1288                          SUPERSEDED SURVEY CONTROL
 LU1288
 LU1288  NGVD 29 (??/??/92)   65.047  (m)          213.41   (f) ADJ UNCH    1 2
 LU1288
 LU1288.Superseded values are not recommended for survey control.
 LU1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1288.See file dsdata.txt to determine how the superseded data were derived.
 LU1288
 LU1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK296566(NAD 83)
 LU1288
 LU1288_MARKER: DB = BENCH MARK DISK
 LU1288_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1288_SP_SET: CULVERT
 LU1288_STAMPING: C 1085 1967
 LU1288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1288
 LU1288  HISTORY     - Date     Condition        Report By
 LU1288  HISTORY     - 1967     MONUMENTED       CGS
 LU1288  HISTORY     - 1981     GOOD             CADT
 LU1288
 LU1288                          STATION DESCRIPTION
 LU1288
 LU1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1288'1.8 MI N FROM MIRANDA.
 LU1288'1.75 MILES NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1288'HIGH SCHOOL AT MIRANDA, IN THE TOP AND 0.8 FOOT WEST OF THE EAST
 LU1288'END OF THE CONCRETE HEAD WALL OF 18-INCH PIPE CULVERT 8.21, 15
 LU1288'FEET NORTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT LEVEL WITH
 LU1288'THE AVENUE.
 LU1288
 LU1288                          STATION RECOVERY (1981)
 LU1288
 LU1288'RECOVERY NOTE BY CALTRANS 1981
 LU1288'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1488 ***********************************************************************
 LU1488  DESIGNATION -  C 1086
 LU1488  PID         -  LU1488
 LU1488  STATE/COUNTY-  CA/HUMBOLDT
 LU1488  USGS QUAD   -  REDCREST (1969)
 LU1488
 LU1488                         *CURRENT SURVEY CONTROL
 LU1488  ___________________________________________________________________
 LU1488* NAD 83(1986)-  40 25 17.     (N)    123 58 44.     (W)     SCALED    
 LU1488* NAVD 88     -       118.67   (+/-2cm)     389.3    (feet)  VERTCON   
 LU1488  ___________________________________________________________________
 LU1488  GEOID HEIGHT-         -30.57  (meters)                     GEOID09
 LU1488  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1488
 LU1488.The horizontal coordinates were scaled from a topographic map and have
 LU1488.an estimated accuracy of +/- 6 seconds.
 LU1488.
 LU1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1488
 LU1488.The vertical order pertains to the NGVD 29 superseded value.
 LU1488
 LU1488.The geoid height was determined by GEOID09.
 LU1488
 LU1488;                    North         East    Units  Estimated Accuracy
 LU1488;SPC CA 1     -   622,710.    1,832,090.      MT  (+/- 180 meters Scaled)
 LU1488
 LU1488                          SUPERSEDED SURVEY CONTROL
 LU1488
 LU1488  NGVD 29 (??/??/92)  117.705  (m)          386.17   (f) ADJ UNCH    1 2
 LU1488
 LU1488.Superseded values are not recommended for survey control.
 LU1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1488.See file dsdata.txt to determine how the superseded data were derived.
 LU1488
 LU1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK169749(NAD 83)
 LU1488
 LU1488_MARKER: DB = BENCH MARK DISK
 LU1488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1488_SP_SET: BASIN
 LU1488_STAMPING: C 1086 1967
 LU1488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1488
 LU1488  HISTORY     - Date     Condition        Report By
 LU1488  HISTORY     - 1967     MONUMENTED       CGS
 LU1488  HISTORY     - 1969     GOOD             USGS
 LU1488  HISTORY     - 19880417 MARK NOT FOUND   NGS
 LU1488
 LU1488                          STATION DESCRIPTION
 LU1488
 LU1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1488'14 MI N FROM MYERS FLAT.
 LU1488'14.05 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1488'OVERPASS AT MYERS FLAT, AT THE NORTH END OF A LONG DEEP CUT, IN THE
 LU1488'TOP OF THE SOUTHEAST CORNER OF THE CONCRETE WALL OF A 3-BY
 LU1488'4-FOOT CATCH BASIN MARKED R42.04, 44 FT WEST OF THE CENTERLINE
 LU1488'OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 LU1488
 LU1488                          STATION RECOVERY (1969)
 LU1488
 LU1488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LU1488'RECOVERED IN GOOD CONDITION.
 LU1488
 LU1488                          STATION RECOVERY (1988)
 LU1488
 LU1488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1488'THERE HAS BEEN A LARGE LANDSLIDE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0154 ***********************************************************************
 LV0154  DESIGNATION -  C 1088
 LV0154  PID         -  LV0154
 LV0154  STATE/COUNTY-  CA/HUMBOLDT
 LV0154  USGS QUAD   -  TRINIDAD (1978)
 LV0154
 LV0154                         *CURRENT SURVEY CONTROL
 LV0154  ___________________________________________________________________
 LV0154* NAD 83(1986)-  41 03 41.     (N)    124 08 17.     (W)     SCALED    
 LV0154* NAVD 88     -        63.291  (meters)     207.65   (feet)  ADJUSTED  
 LV0154  ___________________________________________________________________
 LV0154  GEOID HEIGHT-         -30.02  (meters)                     GEOID09
 LV0154  DYNAMIC HT  -          63.266 (meters)     207.57  (feet)  COMP
 LV0154  MODELED GRAV-     980,225.1   (mgal)                       NAVD 88
 LV0154
 LV0154  VERT ORDER  -  FIRST     CLASS II
 LV0154
 LV0154.The horizontal coordinates were scaled from a topographic map and have
 LV0154.an estimated accuracy of +/- 6 seconds.
 LV0154.
 LV0154.The orthometric height was determined by differential leveling and
 LV0154.adjusted in June 1991.
 LV0154
 LV0154.The geoid height was determined by GEOID09.
 LV0154
 LV0154.The dynamic height is computed by dividing the NAVD 88
 LV0154.geopotential number by the normal gravity value computed on the
 LV0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0154.degrees latitude (g = 980.6199 gals.).
 LV0154
 LV0154.The modeled gravity was interpolated from observed gravity values.
 LV0154
 LV0154;                    North         East    Units  Estimated Accuracy
 LV0154;SPC CA 1     -   694,070.    1,820,320.      MT  (+/- 180 meters Scaled)
 LV0154
 LV0154                          SUPERSEDED SURVEY CONTROL
 LV0154
 LV0154  NGVD 29 (12/02/92)   62.258  (m)          204.26   (f) ADJUSTED    1 2
 LV0154
 LV0154.Superseded values are not recommended for survey control.
 LV0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0154.See file dsdata.txt to determine how the superseded data were derived.
 LV0154
 LV0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL043461(NAD 83)
 LV0154
 LV0154_MARKER: DB = BENCH MARK DISK
 LV0154_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0154_SP_SET: BRIDGE GUARDRAIL
 LV0154_STAMPING: C 1088 1967
 LV0154_MARK LOGO: CGS   
 LV0154_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LV0154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0154
 LV0154  HISTORY     - Date     Condition        Report By
 LV0154  HISTORY     - 1967     MONUMENTED       CGS
 LV0154  HISTORY     - 1988     GOOD             NGS
 LV0154  HISTORY     - 19910625 GOOD             CADT
 LV0154
 LV0154                          STATION DESCRIPTION
 LV0154
 LV0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0154'AT TRINIDAD.
 LV0154'AT TRINIDAD, IN THE TOP AND 1.0 FOOT NORTHWEST OF THE SOUTHEAST
 LV0154'END OF THE NORTHEAST CONCRETE GUARDRAIL OF TRINIDAD UNDERPASS NO.
 LV0154'4.58, AT HIGHWAY MILEAGE 100.70, 15 FEET NORTHEAST OF THE CENTER
 LV0154'LINE OF THE NORTHEAST LANES OF THE HIGHWAY, AND ABOUT 3 1/2 FEET
 LV0154'HIGHER THAN THE HIGHWAY.
 LV0154
 LV0154                          STATION RECOVERY (1988)
 LV0154
 LV0154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0154'RECOVERED IN GOOD CONDITION.
 LV0154
 LV0154                          STATION RECOVERY (1991)
 LV0154
 LV0154'RECOVERY NOTE BY CALTRANS 1991
 LV0154'AT TRINIDAD, IN THE TOP AND 1.0 FT (0.3 M) NORTHWEST OF THE SOUTHEAST
 LV0154'END OF THE NORTHEAST CONCRETE GUARDRAIL OF TRINIDAD UNDERPASS NO.
 LV0154'4.58, AT HIGHWAY MILEAGE 100.70, 15 FT (4.6 M) NORTHEAST OF THE
 LV0154'CENTERLINE OF THE NORTHEAST LANES OF THE HIGHWAY, AND ABOUT 3.5 FT
 LV0154'(1.1 M) HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0169 ***********************************************************************
 LV0169  DESIGNATION -  C 1089
 LV0169  PID         -  LV0169
 LV0169  STATE/COUNTY-  CA/HUMBOLDT
 LV0169  USGS QUAD   -  RODGERS PEAK (1966)
 LV0169
 LV0169                         *CURRENT SURVEY CONTROL
 LV0169  ___________________________________________________________________
 LV0169* NAD 83(1986)-  41 11 25.     (N)    124 06 36.     (W)     SCALED    
 LV0169* NAVD 88     -        30.412  (meters)      99.78   (feet)  POSTED    
 LV0169  ___________________________________________________________________
 LV0169  GEOID HEIGHT-         -29.69  (meters)                     GEOID09
 LV0169  DYNAMIC HT  -          30.40  (meters)      99.7   (feet)  COMP
 LV0169  MODELED GRAV-     980,224.0   (mgal)                       NAVD 88
 LV0169
 LV0169  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LV0169
 LV0169.The horizontal coordinates were scaled from a topographic map and have
 LV0169.an estimated accuracy of +/- 6 seconds.
 LV0169.
 LV0169.The orthometric height was determined by differential leveling
 LV0169.and adjusted by the  in 1992.
 LV0169
 LV0169.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LV0169.rate of 0.0 thru 1.0 mm/km.
 LV0169
 LV0169.The geoid height was determined by GEOID09.
 LV0169
 LV0169.The dynamic height is computed by dividing the NAVD 88
 LV0169.geopotential number by the normal gravity value computed on the
 LV0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0169.degrees latitude (g = 980.6199 gals.).
 LV0169
 LV0169.The modeled gravity was interpolated from observed gravity values.
 LV0169
 LV0169;                    North         East    Units  Estimated Accuracy
 LV0169;SPC CA 1     -   708,320.    1,823,020.      MT  (+/- 180 meters Scaled)
 LV0169
 LV0169                          SUPERSEDED SURVEY CONTROL
 LV0169
 LV0169  NGVD 29 (??/??/??)   29.374  (m)           96.37   (f) ADJUSTED    1 2
 LV0169
 LV0169.Superseded values are not recommended for survey control.
 LV0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0169.See file dsdata.txt to determine how the superseded data were derived.
 LV0169
 LV0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL069604(NAD 83)
 LV0169
 LV0169_MARKER: DB = BENCH MARK DISK
 LV0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0169_SP_SET: CULVERT
 LV0169_STAMPING: C 1089 1967
 LV0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0169
 LV0169  HISTORY     - Date     Condition        Report By
 LV0169  HISTORY     - UNK      MONUMENTED       CGS
 LV0169  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0169
 LV0169                          STATION DESCRIPTION
 LV0169
 LV0169'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 LV0169'9.8 MI S FROM ORICK.
 LV0169'9.75 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0169'ORICK, 10.55 MILES NORTH OF TRINIDAD, AT THE JUNCTION OF A DIRT
 LV0169'ROAD EAST, IN THE TOP AND 0.8 FOOT NORTH OF THE SOUTH END OF THE
 LV0169'EAST CONCRETE HEAD WALL OF CULVERT 111.42, 130 FEET SOUTH OF
 LV0169'THE CENTER OF THE JUNCTION, 18 FEET EAST OF THE CENTER LINE OF
 LV0169'THE HIGHWAY, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.
 LV0169
 LV0169                          STATION RECOVERY (1988)
 LV0169
 LV0169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0169'THERE IS A NEW PIPE CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0093 ***********************************************************************
 LV0093  DESIGNATION -  C 1090
 LV0093  PID         -  LV0093
 LV0093  STATE/COUNTY-  CA/DEL NORTE
 LV0093  USGS QUAD   -  SISTER ROCKS (1966)
 LV0093
 LV0093                         *CURRENT SURVEY CONTROL
 LV0093  ___________________________________________________________________
 LV0093* NAD 83(1986)-  41 43 10.     (N)    124 08 14.     (W)     SCALED    
 LV0093* NAVD 88     -       148.188  (meters)     486.18   (feet)  ADJUSTED  
 LV0093  ___________________________________________________________________
 LV0093  GEOID HEIGHT-         -28.50  (meters)                     GEOID09
 LV0093  DYNAMIC HT  -         148.134 (meters)     486.00  (feet)  COMP
 LV0093  MODELED GRAV-     980,256.5   (mgal)                       NAVD 88
 LV0093
 LV0093  VERT ORDER  -  FIRST     CLASS II
 LV0093
 LV0093.The horizontal coordinates were scaled from a topographic map and have
 LV0093.an estimated accuracy of +/- 6 seconds.
 LV0093.
 LV0093.The orthometric height was determined by differential leveling and
 LV0093.adjusted in June 1991.
 LV0093
 LV0093.The geoid height was determined by GEOID09.
 LV0093
 LV0093.The dynamic height is computed by dividing the NAVD 88
 LV0093.geopotential number by the normal gravity value computed on the
 LV0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0093.degrees latitude (g = 980.6199 gals.).
 LV0093
 LV0093.The modeled gravity was interpolated from observed gravity values.
 LV0093
 LV0093;                    North         East    Units  Estimated Accuracy
 LV0093;SPC CA 1     -   767,130.    1,822,170.      MT  (+/- 180 meters Scaled)
 LV0093
 LV0093                          SUPERSEDED SURVEY CONTROL
 LV0093
 LV0093  NGVD 29 (12/02/92)  147.169  (m)          482.84   (f) ADJUSTED    1 2
 LV0093
 LV0093.Superseded values are not recommended for survey control.
 LV0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0093.See file dsdata.txt to determine how the superseded data were derived.
 LV0093
 LV0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM054192(NAD 83)
 LV0093
 LV0093_MARKER: DB = BENCH MARK DISK
 LV0093_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0093_SP_SET: HEADWALL
 LV0093_STAMPING: C 1090 1967
 LV0093_MARK LOGO: CGS   
 LV0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0093+STABILITY: SURFACE MOTION
 LV0093
 LV0093  HISTORY     - Date     Condition        Report By
 LV0093  HISTORY     - 1967     MONUMENTED       CGS
 LV0093  HISTORY     - 1988     GOOD             NGS
 LV0093
 LV0093                          STATION DESCRIPTION
 LV0093
 LV0093'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0093'3.8 MI S FROM CRESCENT CITY.
 LV0093'3.85 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION OF
 LV0093'FRONT STREET AT CRESCENT CITY, ABOUT 0.2 MILE SOUTHEAST OF THE
 LV0093'JUNCTION OF HAMILTON ROAD EAST, 0.15 MILE SOUTHEAST OF VISTA
 LV0093'POINT, IN THE TOP AND 1.0 FOOT SOUTHEAST OF THE NORTHWEST END
 LV0093'OF THE NORTHEAST CONCRETE HEAD WALL OF CULVERT 22.43, 22 FEET
 LV0093'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 LV0093'WITH THE HIGHWAY.
 LV0093
 LV0093                          STATION RECOVERY (1988)
 LV0093
 LV0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0054 ***********************************************************************
 LV0054  DESIGNATION -  C 1091
 LV0054  PID         -  LV0054
 LV0054  STATE/COUNTY-  CA/DEL NORTE
 LV0054  USGS QUAD   -  REQUA (1966)
 LV0054
 LV0054                         *CURRENT SURVEY CONTROL
 LV0054  ___________________________________________________________________
 LV0054* NAD 83(1986)-  41 31 12.     (N)    124 01 56.     (W)     SCALED    
 LV0054* NAVD 88     -        18.730  (meters)      61.45   (feet)  ADJUSTED  
 LV0054  ___________________________________________________________________
 LV0054  GEOID HEIGHT-         -28.68  (meters)                     GEOID09
 LV0054  DYNAMIC HT  -          18.723 (meters)      61.43  (feet)  COMP
 LV0054  MODELED GRAV-     980,249.2   (mgal)                       NAVD 88
 LV0054
 LV0054  VERT ORDER  -  FIRST     CLASS II
 LV0054
 LV0054.The horizontal coordinates were scaled from a topographic map and have
 LV0054.an estimated accuracy of +/- 6 seconds.
 LV0054.
 LV0054.The orthometric height was determined by differential leveling and
 LV0054.adjusted in June 1991.
 LV0054
 LV0054.The geoid height was determined by GEOID09.
 LV0054
 LV0054.The dynamic height is computed by dividing the NAVD 88
 LV0054.geopotential number by the normal gravity value computed on the
 LV0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0054.degrees latitude (g = 980.6199 gals.).
 LV0054
 LV0054.The modeled gravity was interpolated from observed gravity values.
 LV0054
 LV0054;                    North         East    Units  Estimated Accuracy
 LV0054;SPC CA 1     -   744,780.    1,830,390.      MT  (+/- 180 meters Scaled)
 LV0054
 LV0054                          SUPERSEDED SURVEY CONTROL
 LV0054
 LV0054  NGVD 29 (12/02/92)   17.805  (m)           58.42   (f) ADJUSTED    1 2
 LV0054
 LV0054.Superseded values are not recommended for survey control.
 LV0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0054.See file dsdata.txt to determine how the superseded data were derived.
 LV0054
 LV0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL138969(NAD 83)
 LV0054
 LV0054_MARKER: DB = BENCH MARK DISK
 LV0054_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0054_SP_SET: ABUTMENT
 LV0054_STAMPING: C 1091 1967
 LV0054_MARK LOGO: CGS   
 LV0054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0054+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2011
 LV0054
 LV0054  HISTORY     - Date     Condition        Report By
 LV0054  HISTORY     - 1967     MONUMENTED       CGS
 LV0054  HISTORY     - 1988     GOOD             NGS
 LV0054  HISTORY     - 20110720 GOOD             ATKNA
 LV0054
 LV0054                          STATION DESCRIPTION
 LV0054
 LV0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0054'18.1 MI N FROM ORICK.
 LV0054'18.1 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 LV0054'AT ORICK, AT KLAMATH, AT HIGHWAY MILEAGE 4.42, IN THE TOP AND
 LV0054'1.0 FOOT SOUTH OF THE NORTH END OF THE WEST CONCRETE CURB OF
 LV0054'BRIDGE NO. 1.28 OVER KLAMATH RIVER, 16 FEET WEST OF THE CENTER
 LV0054'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 LV0054
 LV0054                          STATION RECOVERY (1988)
 LV0054
 LV0054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0054'RECOVERED IN GOOD CONDITION.
 LV0054
 LV0054                          STATION RECOVERY (2011)
 LV0054
 LV0054'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2011 (DWD)
 LV0054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0356 ***********************************************************************
 LV0356  DESIGNATION -  C 735
 LV0356  PID         -  LV0356
 LV0356  STATE/COUNTY-  CA/HUMBOLDT
 LV0356  USGS QUAD   -  EUREKA (1972)
 LV0356
 LV0356                         *CURRENT SURVEY CONTROL
 LV0356  ___________________________________________________________________
 LV0356* NAD 83(1986)-  40 46 59.     (N)    124 12 17.     (W)     SCALED    
 LV0356* NAVD 88     -         4.87   (+/-2cm)      16.0    (feet)  VERTCON   
 LV0356  ___________________________________________________________________
 LV0356  GEOID HEIGHT-         -30.83  (meters)                     GEOID09
 LV0356  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0356
 LV0356.The horizontal coordinates were scaled from a topographic map and have
 LV0356.an estimated accuracy of +/- 6 seconds.
 LV0356.
 LV0356.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0356
 LV0356.The vertical order pertains to the NGVD 29 superseded value.
 LV0356
 LV0356.The geoid height was determined by GEOID09.
 LV0356
 LV0356;                    North         East    Units  Estimated Accuracy
 LV0356;SPC CA 1     -   663,310.    1,813,940.      MT  (+/- 180 meters Scaled)
 LV0356
 LV0356                          SUPERSEDED SURVEY CONTROL
 LV0356
 LV0356  NGVD 29 (??/??/??)    3.858  (m)           12.66   (f) ADJUSTED    1 2
 LV0356
 LV0356.Superseded values are not recommended for survey control.
 LV0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0356.See file dsdata.txt to determine how the superseded data were derived.
 LV0356
 LV0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL983153(NAD 83)
 LV0356
 LV0356_MARKER: DB = BENCH MARK DISK
 LV0356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0356_STAMPING: C 735 1944
 LV0356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0356+STABILITY: SURFACE MOTION
 LV0356
 LV0356  HISTORY     - Date     Condition        Report By
 LV0356  HISTORY     - 1944     MONUMENTED       CGS
 LV0356  HISTORY     - 1967     GOOD             CGS
 LV0356  HISTORY     - 19880714 MARK NOT FOUND   NGS
 LV0356
 LV0356                          STATION DESCRIPTION
 LV0356
 LV0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0356'10.2 MI SW FROM ARCATA.
 LV0356'10.25 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION OF
 LV0356'H STREET AT ARCATA, NEAR THE NORTH END OF EUREKA (ABANDONED)
 LV0356'CITY AIRPORT, AT THE SOUTH EDGE OF FAIRHAVEN, AT THE JUNCTION OF
 LV0356'DUPREY ROAD EAST, 93 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION,
 LV0356'24 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.0 FOOT EAST OF A
 LV0356'WITNESS POST, ABOUT 5 FEET HIGHER THAN THE ROAD AND SET IN THE
 LV0356'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LV0356
 LV0356                          STATION RECOVERY (1988)
 LV0356
 LV0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0356'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0127 ***********************************************************************
 LV0127  SACS        -  This is a Secondary Airport Control Station.
 LV0127  DESIGNATION -  CEC AP STA A
 LV0127  PID         -  LV0127
 LV0127  STATE/COUNTY-  CA/DEL NORTE
 LV0127  USGS QUAD   -  CRESCENT CITY (1978)
 LV0127
 LV0127                         *CURRENT SURVEY CONTROL
 LV0127  ___________________________________________________________________
 LV0127* NAD 83(2007)-  41 46 24.37214(N)    124 14 26.67048(W)     ADJUSTED  
 LV0127* NAVD 88     -        14.778  (meters)      48.48   (feet)  POSTED    
 LV0127  ___________________________________________________________________
 LV0127  EPOCH DATE  -        2007.00
 LV0127  X           -  -2,680,448.124 (meters)                     COMP
 LV0127  Y           -  -3,938,133.082 (meters)                     COMP
 LV0127  Z           -   4,226,860.281 (meters)                     COMP
 LV0127  LAPLACE CORR-           7.81  (seconds)                    DEFLEC09
 LV0127  ELLIP HEIGHT-         -14.031 (meters)          (02/10/07) ADJUSTED
 LV0127  GEOID HEIGHT-         -28.83  (meters)                     GEOID09
 LV0127  DYNAMIC HT  -          14.77  (meters)      48.5   (feet)  COMP
 LV0127
 LV0127  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV0127  Type    PID    Designation                      North   East  Ellip
 LV0127  -------------------------------------------------------------------
 LV0127  NETWORK LV0127 CEC AP STA A                      2.55   2.12   5.19
 LV0127  -------------------------------------------------------------------
 LV0127  MODELED GRAV-     980,293.5   (mgal)                       NAVD 88
 LV0127
 LV0127  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LV0127
 LV0127.This mark is at Jack Mcnamara Field Airport (CEC)
 LV0127
 LV0127.The horizontal coordinates were established by GPS observations
 LV0127.and adjusted by the National Geodetic Survey in February 2007.
 LV0127
 LV0127.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV0127.See National Readjustment for more information. 
 LV0127
 LV0127.The horizontal coordinates are valid at the epoch date displayed above
 LV0127.which is a decimal equivalence of Year/Month/Day.
 LV0127
 LV0127.The orthometric height was determined by differential leveling
 LV0127.and adjusted by the  in 1992.
 LV0127
 LV0127.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LV0127.was located on a no-check spur therefore a value was not computed.
 LV0127
 LV0127.No vertical observational check was made to the station.
 LV0127
 LV0127.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV0127
 LV0127.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0127
 LV0127.The ellipsoidal height was determined by GPS observations
 LV0127.and is referenced to NAD 83.
 LV0127
 LV0127.The geoid height was determined by GEOID09.
 LV0127
 LV0127.The dynamic height is computed by dividing the NAVD 88
 LV0127.geopotential number by the normal gravity value computed on the
 LV0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0127.degrees latitude (g = 980.6199 gals.).
 LV0127
 LV0127.The modeled gravity was interpolated from observed gravity values.
 LV0127
 LV0127;                    North         East     Units Scale Factor Converg.
 LV0127;SPC CA 1     -   773,339.117 1,813,710.687   MT  1.00002887   -1 27 54.7
 LV0127;SPC CA 1     - 2,537,196.75  5,950,482.48   sFT  1.00002887   -1 27 54.7
 LV0127;UTM  10      - 4,625,365.541   396,880.104   MT  0.99973085   -0 49 35.9
 LV0127
 LV0127!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0127!SPC CA 1     -   1.00000220  x   1.00002887  =   1.00003107
 LV0127!UTM  10      -   1.00000220  x   0.99973085  =   0.99973305
 LV0127
 LV0127:                Primary Azimuth Mark                     Grid Az
 LV0127:SPC CA 1     -  CEC AP STA B                             014 39 05.5
 LV0127:UTM  10      -  CEC AP STA B                             014 00 46.7
 LV0127
 LV0127|---------------------------------------------------------------------|
 LV0127| PID    Reference Object                     Distance      Geod. Az  |
 LV0127|                                                           dddmmss.s |
 LV0127| LV0129 CEC AP STA B                        APPROX. 1.5 KM 0131110.8 |
 LV0127|---------------------------------------------------------------------|
 LV0127
 LV0127                          SUPERSEDED SURVEY CONTROL
 LV0127
 LV0127  NAD 83(1992)-  41 46 24.36577(N)    124 14 26.67329(W) AD(1991.35) 1
 LV0127  ELLIP H (07/17/97)  -13.878  (m)                       GP(1991.35) 1 1
 LV0127  NAD 83(1992)-  41 46 24.36454(N)    124 14 26.67610(W) AD(1991.35) 2
 LV0127  ELLIP H (05/31/94)  -13.853  (m)                       GP(1991.35) 4 1
 LV0127  NAVD 88 (05/31/94)   14.78   (m)           48.5    (f) LEVELING    3  
 LV0127  NGVD 29 (??/??/??)   13.749  (m)           45.11   (f) ADJUSTED    1 2
 LV0127
 LV0127.Superseded values are not recommended for survey control.
 LV0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0127.See file dsdata.txt to determine how the superseded data were derived.
 LV0127
 LV0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9688025365(NAD 83)
 LV0127
 LV0127_MARKER: DT = TOPOGRAPHIC STATION DISK
 LV0127_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0127_SP_SET: CONCRETE POST
 LV0127_STAMPING: AP 1962 STA A
 LV0127_MARK LOGO: CGS   
 LV0127_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LV0127_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0127+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2010
 LV0127
 LV0127  HISTORY     - Date     Condition        Report By
 LV0127  HISTORY     - 1962     MONUMENTED       CGS
 LV0127  HISTORY     - 1962     GOOD
 LV0127  HISTORY     - 1967     GOOD             CGS
 LV0127  HISTORY     - 1975     GOOD             NGS
 LV0127  HISTORY     - 1988     GOOD             NGS
 LV0127  HISTORY     - 19920418 GOOD
 LV0127  HISTORY     - 19920615 GOOD             NGS
 LV0127  HISTORY     - 19960224 GOOD             NGS
 LV0127  HISTORY     - 20101019 GOOD             INDIV
 LV0127
 LV0127                          STATION DESCRIPTION
 LV0127
 LV0127'DESCRIBED 1962
 LV0127'RECOVERED IN GOOD CONDITION.
 LV0127
 LV0127                          STATION RECOVERY (1967)
 LV0127
 LV0127'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LV0127'AT CRESCENT CITY.
 LV0127'AT CRESCENT CITY, AT THE JACK MC NAMARA AIRPORT, 125 FEET
 LV0127'WEST-NORTHWEST OF THE CENTER LINE OF THE SOUTHWEST END OF RUNWAY 35,
 LV0127'50 FEET WEST-NORTHWEST OF THE WEST CORNER OF THE SOUTHWEST END
 LV0127'OF RUNWAY 35, ABOUT LEVEL WITH THE RUNWAY, AND SET IN THE TOP OF
 LV0127'A CONCRETE POST FLUSH WITH THE GROUND.
 LV0127
 LV0127                          STATION RECOVERY (1975)
 LV0127
 LV0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LV0127'RECOVERED IN GOOD CONDITION.
 LV0127
 LV0127                          STATION RECOVERY (1988)
 LV0127
 LV0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0127'STATION IS LOCATED AT THE SOUTH END OF THE JACK MCNAMARA FIELD IN THE
 LV0127'NORTHWEST SECTION OF CRESCENT CITY, CALIFORNIA.
 LV0127'IT IS 125.0 FT (38.10 M) WEST-NORTHWEST OF THE CENTERLINE END OF
 LV0127'RUNWAY 35 22.7 FEET NORTHEAST OF THE CENTERLINE END OF A PAVEMENT
 LV0127'STUB PROJECTING SOUTHWEST FROM THE SOUTHWEST CORNER OF THE RUNWAY AND
 LV0127'35.2 FEET NORTH OF THE SOUTHWEST CORNER OF A STROBE LIGHT.
 LV0127'STATION IS A STANDARD CGS TOPOGRAPHIC STATION DISK SET IN THE TOP OF A
 LV0127'CONCRETE POST FLUSH WITH THE GROUND.  STATION IS STAMPED - AP 1962
 LV0127'STA A.
 LV0127
 LV0127                          STATION RECOVERY (1992)
 LV0127
 LV0127'RECOVERED 1992
 LV0127'RECOVERED IN GOOD CONDITION.
 LV0127
 LV0127                          STATION RECOVERY (1992)
 LV0127
 LV0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0127'THE STATION IS LOCATED NEAR THE SOUTH END OF THE JACK MCNAMARA FIELD
 LV0127'DIRECTLY IN-LINE WITH THE END OF RUNWAY 35 AND 125.0 FT (38.1 M)
 LV0127'WEST-NORTHWEST OF THE CENTERLINE END OF THE RUNWAY.  IT IS 22.7 FT
 LV0127'(6.9 M) NORTHEAST OF THE CENTERLINE END OF A PAVEMENT STUB PROJECTING
 LV0127'SOUTHWEST ADJOINING THE RUNWAY AT THE SOUTHWEST CORNER AND 35.2 FT
 LV0127'(10.7 M) NORTH OF THE SOUTHWEST CORNER OF THE REIL.  STATION IS A
 LV0127'STANDARD TOPOGRAPHIC DISK STAMPED AP 1962 STA A SET IN THE TOP OF A
 LV0127'TEN-INCH CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 LV0127
 LV0127                          STATION RECOVERY (1996)
 LV0127
 LV0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 LV0127'RECOVERED AS DESCRIBED.
 LV0127
 LV0127                          STATION RECOVERY (2010)
 LV0127
 LV0127'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BGS)
 LV0127'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0129 ***********************************************************************
 LV0129  SACS        -  This is a Secondary Airport Control Station.
 LV0129  DESIGNATION -  CEC AP STA B
 LV0129  PID         -  LV0129
 LV0129  STATE/COUNTY-  CA/DEL NORTE
 LV0129  USGS QUAD   -  CRESCENT CITY (1978)
 LV0129
 LV0129                         *CURRENT SURVEY CONTROL
 LV0129  ___________________________________________________________________
 LV0129* NAD 83(2007)-  41 47 12.47497(N)    124 14 11.61166(W)     ADJUSTED  
 LV0129* NAVD 88     -        17.901  (meters)      58.73   (feet)  POSTED    
 LV0129  ___________________________________________________________________
 LV0129  EPOCH DATE  -        2007.00
 LV0129  X           -  -2,679,605.610 (meters)                     COMP
 LV0129  Y           -  -3,937,513.233 (meters)                     COMP
 LV0129  Z           -   4,227,969.075 (meters)                     COMP
 LV0129  LAPLACE CORR-           7.57  (seconds)                    DEFLEC09
 LV0129  ELLIP HEIGHT-         -10.883 (meters)          (02/10/07) ADJUSTED
 LV0129  GEOID HEIGHT-         -28.78  (meters)                     GEOID09
 LV0129  DYNAMIC HT  -          17.90  (meters)      58.7   (feet)  COMP
 LV0129
 LV0129  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV0129  Type    PID    Designation                      North   East  Ellip
 LV0129  -------------------------------------------------------------------
 LV0129  NETWORK LV0129 CEC AP STA B                      2.57   2.14   5.25
 LV0129  -------------------------------------------------------------------
 LV0129  MODELED GRAV-     980,291.3   (mgal)                       NAVD 88
 LV0129
 LV0129  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LV0129
 LV0129.This mark is at Jack Mcnamara Field Airport (CEC)
 LV0129
 LV0129.The horizontal coordinates were established by GPS observations
 LV0129.and adjusted by the National Geodetic Survey in February 2007.
 LV0129
 LV0129.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV0129.See National Readjustment for more information. 
 LV0129
 LV0129.The horizontal coordinates are valid at the epoch date displayed above
 LV0129.which is a decimal equivalence of Year/Month/Day.
 LV0129
 LV0129.The orthometric height was determined by differential leveling
 LV0129.and adjusted by the  in 1992.
 LV0129
 LV0129.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LV0129.was located on a no-check spur therefore a value was not computed.
 LV0129
 LV0129.No vertical observational check was made to the station.
 LV0129
 LV0129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV0129
 LV0129.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0129
 LV0129.The ellipsoidal height was determined by GPS observations
 LV0129.and is referenced to NAD 83.
 LV0129
 LV0129.The geoid height was determined by GEOID09.
 LV0129
 LV0129.The dynamic height is computed by dividing the NAVD 88
 LV0129.geopotential number by the normal gravity value computed on the
 LV0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0129.degrees latitude (g = 980.6199 gals.).
 LV0129
 LV0129.The modeled gravity was interpolated from observed gravity values.
 LV0129
 LV0129;                    North         East     Units Scale Factor Converg.
 LV0129;SPC CA 1     -   774,813.887 1,814,096.253   MT  1.00003273   -1 27 44.8
 LV0129;SPC CA 1     - 2,542,035.23  5,951,747.46   sFT  1.00003273   -1 27 44.8
 LV0129;UTM  10      - 4,626,844.071   397,249.102   MT  0.99972992   -0 49 26.6
 LV0129
 LV0129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0129!SPC CA 1     -   1.00000171  x   1.00003273  =   1.00003444
 LV0129!UTM  10      -   1.00000171  x   0.99972992  =   0.99973163
 LV0129
 LV0129:                Primary Azimuth Mark                     Grid Az
 LV0129:SPC CA 1     -  CEC ARP                                  181 29 25.3
 LV0129:UTM  10      -  CEC ARP                                  180 51 07.1
 LV0129
 LV0129|---------------------------------------------------------------------|
 LV0129| PID    Reference Object                     Distance      Geod. Az  |
 LV0129|                                                           dddmmss.s |
 LV0129| LV0128 CEC ARP                             APPROX. 0.7 KM 1800140.5 |
 LV0129|---------------------------------------------------------------------|
 LV0129
 LV0129                          SUPERSEDED SURVEY CONTROL
 LV0129
 LV0129  NAD 83(1992)-  41 47 12.46847(N)    124 14 11.61466(W) AD(1991.35) 1
 LV0129  ELLIP H (07/17/97)  -10.718  (m)                       GP(1991.35) 1 1
 LV0129  NAD 83(1992)-  41 47 12.46739(N)    124 14 11.61669(W) AD(1991.35) 2
 LV0129  ELLIP H (05/31/94)  -10.698  (m)                       GP(1991.35) 4 1
 LV0129  NAVD 88 (05/31/94)   17.90   (m)           58.7    (f) LEVELING    3  
 LV0129  NGVD 29 (??/??/??)   16.873  (m)           55.36   (f) ADJUSTED    1 2
 LV0129
 LV0129.Superseded values are not recommended for survey control.
 LV0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0129.See file dsdata.txt to determine how the superseded data were derived.
 LV0129
 LV0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9724926844(NAD 83)
 LV0129
 LV0129_MARKER: DT = TOPOGRAPHIC STATION DISK
 LV0129_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0129_SP_SET: CONCRETE POST
 LV0129_STAMPING: AP 1962 STA B
 LV0129_MARK LOGO: CGS   
 LV0129_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LV0129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0129+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2010
 LV0129
 LV0129  HISTORY     - Date     Condition        Report By
 LV0129  HISTORY     - 1962     MONUMENTED       CGS
 LV0129  HISTORY     - 1962     GOOD
 LV0129  HISTORY     - 1967     GOOD             CGS
 LV0129  HISTORY     - 1975     GOOD             NGS
 LV0129  HISTORY     - 1988     GOOD             NGS
 LV0129  HISTORY     - 19920415 GOOD             NGS
 LV0129  HISTORY     - 19920418 GOOD
 LV0129  HISTORY     - 19960224 GOOD             NGS
 LV0129  HISTORY     - 20101019 GOOD             INDIV
 LV0129
 LV0129                          STATION DESCRIPTION
 LV0129
 LV0129'DESCRIBED 1962
 LV0129'RECOVERED IN GOOD CONDITION.
 LV0129
 LV0129                          STATION RECOVERY (1967)
 LV0129
 LV0129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LV0129'AT CRESCENT CITY.
 LV0129'AT CRESCENT CITY, AT THE JACK MC NAMARA AIRPORT, AT THE WEST
 LV0129'CORNER OF THE NORTHEAST END OF SOUTHWEST-NORTHEAST RUNWAY NO. 17,
 LV0129'125 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE NORTHEAST END
 LV0129'OF RUNWAY 17, 50 FEET WEST-NORTHWEST OF THE WEST CORNER OF THE
 LV0129'NORTHEAST END OF RUNWAY 17, ABOUT LEVEL WITH THE RUNWAY, AND SET
 LV0129'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 LV0129
 LV0129                          STATION RECOVERY (1975)
 LV0129
 LV0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LV0129'RECOVERED IN GOOD CONDITION.
 LV0129
 LV0129                          STATION RECOVERY (1988)
 LV0129
 LV0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0129'STATION IS LOCATED AT THE NORTH END OF JACK MCNAMARA FIELD WHICH IS
 LV0129'LOCATED IN THE NORTHWEST SECTION OF CRESCENT CITY, CALIFORNIA.
 LV0129'IT IS 125.0 FT (38.10 M) WEST NORTHWEST OF THE CENTERLINE END OF THE
 LV0129'NORTH-SOUTH RUNWAY (17/35) AND DIRECTLY ON LINE WITH THE END OF THE
 LV0129'RUNWAY PAVEMENT.
 LV0129'THE MARK IS A STANDARD CGS TOPOGRAPHIC STATION DISK SET IN THE TOP OF
 LV0129'A CONCRETE POST FLUSH WITH THE GROUND AND STAMPED - AP 1962 STA B.
 LV0129
 LV0129                          STATION RECOVERY (1992)
 LV0129
 LV0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DAH)
 LV0129'THE STATION IS LOCATED NEAR THE NORTH END OF JACK MCNAMARA FIELD,
 LV0129'125.0 FT (38.1 M) WEST-NORTHWEST OF THE CENTERLINE END OF RUNWAY END
 LV0129'17 AND DIRECTLY IN LINE WITH THE RUNWAY END.  THE STATION IS A
 LV0129'STANDARD TOPOGRAPHIC DISK STAMPED AP 1962 STA B AND SET IN THE TOP OF
 LV0129'A 10 INCH CONCRETE POST SET FLUSH WITH THE GROUND.
 LV0129
 LV0129                          STATION RECOVERY (1992)
 LV0129
 LV0129'RECOVERED 1992
 LV0129'RECOVERED IN GOOD CONDITION.
 LV0129
 LV0129                          STATION RECOVERY (1996)
 LV0129
 LV0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 LV0129'RECOVERED AS DESCRIBED.
 LV0129
 LV0129                          STATION RECOVERY (2010)
 LV0129
 LV0129'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (BGS)
 LV0129'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0128 ***********************************************************************
 LV0128  SACS        -  This is a Secondary Airport Control Station.
 LV0128  DESIGNATION -  CEC ARP
 LV0128  PID         -  LV0128
 LV0128  STATE/COUNTY-  CA/DEL NORTE
 LV0128  USGS QUAD   -  CRESCENT CITY (1978)
 LV0128
 LV0128                         *CURRENT SURVEY CONTROL
 LV0128  ___________________________________________________________________
 LV0128* NAD 83(2007)-  41 46 48.48551(N)    124 14 11.62727(W)     ADJUSTED  
 LV0128* NAVD 88     -        17.347  (meters)      56.91   (feet)  POSTED    
 LV0128  ___________________________________________________________________
 LV0128  EPOCH DATE  -        2007.00
 LV0128  X           -  -2,679,883.130 (meters)                     COMP
 LV0128  Y           -  -3,937,920.392 (meters)                     COMP
 LV0128  Z           -   4,227,416.804 (meters)                     COMP
 LV0128  LAPLACE CORR-           7.71  (seconds)                    DEFLEC09
 LV0128  ELLIP HEIGHT-         -11.448 (meters)          (02/10/07) ADJUSTED
 LV0128  GEOID HEIGHT-         -28.80  (meters)                     GEOID09
 LV0128  DYNAMIC HT  -          17.34  (meters)      56.9   (feet)  COMP
 LV0128
 LV0128  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV0128  Type    PID    Designation                      North   East  Ellip
 LV0128  -------------------------------------------------------------------
 LV0128  NETWORK LV0128 CEC ARP                           2.51   2.10   5.19
 LV0128  -------------------------------------------------------------------
 LV0128  MODELED GRAV-     980,292.2   (mgal)                       NAVD 88
 LV0128
 LV0128  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LV0128
 LV0128.This mark is at Jack Mcnamara Field Airport (CEC)
 LV0128
 LV0128.The horizontal coordinates were established by GPS observations
 LV0128.and adjusted by the National Geodetic Survey in February 2007.
 LV0128
 LV0128.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV0128.See National Readjustment for more information. 
 LV0128
 LV0128.The horizontal coordinates are valid at the epoch date displayed above
 LV0128.which is a decimal equivalence of Year/Month/Day.
 LV0128
 LV0128.The orthometric height was determined by differential leveling
 LV0128.and adjusted by the  in 1992.
 LV0128
 LV0128.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LV0128.was located on a no-check spur therefore a value was not computed.
 LV0128
 LV0128.No vertical observational check was made to the station.
 LV0128
 LV0128.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV0128
 LV0128.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0128
 LV0128.The ellipsoidal height was determined by GPS observations
 LV0128.and is referenced to NAD 83.
 LV0128
 LV0128.The geoid height was determined by GEOID09.
 LV0128
 LV0128.The dynamic height is computed by dividing the NAVD 88
 LV0128.geopotential number by the normal gravity value computed on the
 LV0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0128.degrees latitude (g = 980.6199 gals.).
 LV0128
 LV0128.The modeled gravity was interpolated from observed gravity values.
 LV0128
 LV0128;                    North         East     Units Scale Factor Converg.
 LV0128;SPC CA 1     -   774,073.979 1,814,077.003   MT  1.00003080   -1 27 44.8
 LV0128;SPC CA 1     - 2,539,607.71  5,951,684.30   sFT  1.00003080   -1 27 44.8
 LV0128;UTM  10      - 4,626,104.218   397,238.100   MT  0.99972995   -0 49 26.3
 LV0128
 LV0128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0128!SPC CA 1     -   1.00000180  x   1.00003080  =   1.00003260
 LV0128!UTM  10      -   1.00000180  x   0.99972995  =   0.99973175
 LV0128
 LV0128:                Primary Azimuth Mark                     Grid Az
 LV0128:SPC CA 1     -  CEC AP STA A                             206 29 43.7
 LV0128:UTM  10      -  CEC AP STA A                             205 51 25.2
 LV0128
 LV0128|---------------------------------------------------------------------|
 LV0128| PID    Reference Object                     Distance      Geod. Az  |
 LV0128|                                                           dddmmss.s |
 LV0128| LV0127 CEC AP STA A                        APPROX. 0.8 KM 2050158.9 |
 LV0128|---------------------------------------------------------------------|
 LV0128
 LV0128                          SUPERSEDED SURVEY CONTROL
 LV0128
 LV0128  NAD 83(1992)-  41 46 48.47895(N)    124 14 11.63026(W) AD(1991.35) 1
 LV0128  ELLIP H (07/17/97)  -11.295  (m)                       GP(1991.35) 1 1
 LV0128  NAD 83(1992)-  41 46 48.47833(N)    124 14 11.63280(W) AD(1991.35) 2
 LV0128  ELLIP H (05/31/94)  -11.265  (m)                       GP(1991.35) 4 1
 LV0128  NAVD 88 (05/31/94)   17.35   (m)           56.9    (f) LEVELING    3  
 LV0128  NGVD 29 (??/??/??)   16.318  (m)           53.54   (f) ADJUSTED    1 2
 LV0128
 LV0128.Superseded values are not recommended for survey control.
 LV0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0128.See file dsdata.txt to determine how the superseded data were derived.
 LV0128
 LV0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM9723826104(NAD 83)
 LV0128
 LV0128_MARKER: DT = TOPOGRAPHIC STATION DISK
 LV0128_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0128_SP_SET: CONCRETE POST
 LV0128_STAMPING: ARP 1962
 LV0128_MARK LOGO: CGS   
 LV0128_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LV0128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0128+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2007
 LV0128
 LV0128  HISTORY     - Date     Condition        Report By
 LV0128  HISTORY     - 1962     MONUMENTED       CGS
 LV0128  HISTORY     - 1962     GOOD
 LV0128  HISTORY     - 1967     GOOD             CGS
 LV0128  HISTORY     - 1975     GOOD             NGS
 LV0128  HISTORY     - 1988     GOOD             NGS
 LV0128  HISTORY     - 19920415 GOOD             NGS
 LV0128  HISTORY     - 19920418 GOOD
 LV0128  HISTORY     - 19960223 GOOD             NGS
 LV0128  HISTORY     - 20070511 GOOD             SANBRN
 LV0128
 LV0128                          STATION DESCRIPTION
 LV0128
 LV0128'DESCRIBED 1962
 LV0128'RECOVERED IN GOOD CONDITION.
 LV0128
 LV0128                          STATION RECOVERY (1967)
 LV0128
 LV0128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LV0128'AT CRESCENT CITY.
 LV0128'AT CRESCENT CITY, AT THE JACK MC NAMARA AIRPORT, AT THE APPROXIMATE
 LV0128'CENTER OF THE AIRPORT, ABOUT 1000 FEET NORTHWEST OF THE TERMINAL
 LV0128'BUILDING, 286.7 FEET SOUTH-SOUTHWEST OF A RUNWAY LIGHT, 212 FEET
 LV0128'NORTHWEST OF THE CENTER OF THE INTERSECTION OF TAXIWAYS, 47.6
 LV0128'FEET WEST OF THE WEST EDGE OF A TAXIWAY, ABOUT LEVEL WITH THE
 LV0128'TAXIWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1
 LV0128'FOOT ABOVE THE GROUND.
 LV0128
 LV0128                          STATION RECOVERY (1975)
 LV0128
 LV0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LV0128'RECOVERED IN GOOD CONDITION.
 LV0128
 LV0128                          STATION RECOVERY (1988)
 LV0128
 LV0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0128'STATION IS LOCATED AT THE JACK MCNAMARA FIELD IN THE  NORTHWEST
 LV0128'SECTION OF CRESCENT CITY, CALIFORNIA.
 LV0128'STATION IS LOCATED NEAR THE GEOMETRIC CENTER OF THE AIRPORT ABOUT 1000
 LV0128'FT (304.80 M) NORTH-NORTHWEST OF THE TERMINAL BUILDING IN THE GRASS
 LV0128'AREA SOUTHEAST OF THE INTERSECTION OF RUNWAYS.
 LV0128'IT IS 286.7 FT (87.39 M) SOUTH-SOUTHWEST OF A RUNWAY LIGHT AT THE
 LV0128'SOUTHEAST JUNCTION OF RUNWAY AND TAXIWAY, 212 FT (64.62 M) NORTHWEST
 LV0128'OF THE CENTERLINE INTERSECTION OF TWO TAXIWAYS AND 47.6 FT (14.51 M)
 LV0128'WEST OF THE WEST EDGE OF THE NORTHEAST/SOUTHWEST TAXIWAY.
 LV0128'THE MARK IS A CGS TOPOGRAPHIC STATION DISK SET IN THE TOP OF A
 LV0128'CONCRETE POST SET FLUSH WITH THE GROUND AND STAMPED -ARP 1962.
 LV0128
 LV0128                          STATION RECOVERY (1992)
 LV0128
 LV0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (DAH)
 LV0128'THE STATION IS LOCATED AT THE GEOMETRIC CENTER OF THE AIRPORT, ABOUT
 LV0128'1000 FT (304.8 M) NORTH-NORTHWEST OF THE TERMINAL BUILDING AND SET IN
 LV0128'A GRASS AREA SURROUNDED BY RUNWAYS AND TAXIWAYS, 286.7 FT (87.4 M)
 LV0128'SOUTH-SOUTHWEST OF A RUNWAY LIGHT AT THE SOUTHEAST JUNCTION OF RUNWAY
 LV0128'AND TAXIWAY, 212 FT (64.6 M) NORTHWEST OF CENTERLINE INTERSECTION OF
 LV0128'TWO TAXIWAYS AND 47.6 FT (14.5 M) WEST OF THE WEST EDGE OF TAXIWAY.
 LV0128'THE MARK IS SET IN THE TOP OF A 10 INCH CONCRETE POST SET FLUSH WITH
 LV0128'THE GROUND.  THE MARK IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1962.
 LV0128
 LV0128                          STATION RECOVERY (1992)
 LV0128
 LV0128'RECOVERED 1992
 LV0128'RECOVERED IN GOOD CONDITION.
 LV0128
 LV0128                          STATION RECOVERY (1996)
 LV0128
 LV0128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 LV0128'RECOVERED AS DESCRIBED.$A SHORT GALVANIZED STEEL FENCE PST HAS BEEN
 LV0128'PLACED BESIDE THE STATION BY AN UNKNOWN PARTY.
 LV0128
 LV0128                          STATION RECOVERY (2007)
 LV0128
 LV0128'RECOVERY NOTE BY SANBORN MAPPING CO 2007 (SRD)
 LV0128'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1462 ***********************************************************************
 KT1462  DESIGNATION -  D 103
 KT1462  PID         -  KT1462
 KT1462  STATE/COUNTY-  CA/MENDOCINO
 KT1462  USGS QUAD   -  TAN OAK PARK (1994)
 KT1462
 KT1462                         *CURRENT SURVEY CONTROL
 KT1462  ___________________________________________________________________
 KT1462* NAD 83(1986)-  39 45 12.     (N)    123 32 14.     (W)     SCALED    
 KT1462* NAVD 88     -       471.19   (+/-2cm)    1545.9    (feet)  VERTCON   
 KT1462  ___________________________________________________________________
 KT1462  GEOID HEIGHT-         -29.61  (meters)                     GEOID09
 KT1462  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1462
 KT1462.The horizontal coordinates were scaled from a topographic map and have
 KT1462.an estimated accuracy of +/- 6 seconds.
 KT1462.
 KT1462.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1462
 KT1462.The vertical order pertains to the NGVD 29 superseded value.
 KT1462
 KT1462.The geoid height was determined by GEOID09.
 KT1462
 KT1462;                    North         East    Units  Estimated Accuracy
 KT1462;SPC CA 2     -   732,750.    1,868,270.      MT  (+/- 180 meters Scaled)
 KT1462
 KT1462                          SUPERSEDED SURVEY CONTROL
 KT1462
 KT1462  NGVD 29 (??/??/92)  470.262  (m)         1542.85   (f) ADJ UNCH    1 2
 KT1462
 KT1462.Superseded values are not recommended for survey control.
 KT1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1462.See file dsdata.txt to determine how the superseded data were derived.
 KT1462
 KT1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK539005(NAD 83)
 KT1462
 KT1462_MARKER: DD = SURVEY DISK
 KT1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1462_STAMPING: D 103 1931
 KT1462_MARK LOGO: CADH  
 KT1462_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1462+STABILITY: SURFACE MOTION
 KT1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KT1462+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1994
 KT1462
 KT1462  HISTORY     - Date     Condition        Report By
 KT1462  HISTORY     - 1931     MONUMENTED       CADH
 KT1462  HISTORY     - 1967     GOOD             CGS
 KT1462  HISTORY     - 19940624 GOOD             CADT
 KT1462
 KT1462                          STATION DESCRIPTION
 KT1462
 KT1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1462'5.6 MI N FROM LAYTONVILLE.
 KT1462'5.65 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1462'LAYTONVILLE, 0.15 MILE SOUTHEAST OF THE CREST OF A GRADE, 57 FEET
 KT1462'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 75 FEET EAST
 KT1462'AND ACROSS THE HIGHWAY FROM BENCH MARK G 1082 (C AND GS AND SS),
 KT1462'60 FEET NORTHWEST OF THE NORTHWEST END OF THE HEAD WALL OF
 KT1462'CULVERT 75.50, 7.0 FEET SOUTHWEST OF A FENCE, 1.0 FOOT SOUTHEAST
 KT1462'OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 KT1462'TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 KT1462
 KT1462                          STATION RECOVERY (1994)
 KT1462
 KT1462'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 KT1462'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING--A 8-INCH SQUARE
 KT1462'CONCRETE POST, REFERENCED CULVERT IS AT POSTMILE 75.04 ACCORDING TO
 KT1462'ITS POSTMILE MARKER, NOT 75.50, 30 FT (9.1 M) SOUTHWEST OF A NEWER
 KT1462'FENCE.  THE REFERENCED BENCH MARK, G 1082, APPEARS TO BE GONE,
 KT1462'PROBABLY DESTROYED OR BURIED BY THE HIGHWAY PASSING LANES
 KT1462'CONSTRUCTION.  THE MARK IS AT THE BEGINNING OF A NORTHBOUND PASSING
 KT1462'LANE, 59 FT (18.0 M) NORTHWEST, MEASURED ALONG THE NORTHEAST EDGE OF
 KT1462'PAVEMENT OF THE HIGHWAY, FROM THE NORTHEAST CULVERT MARKER AT POSTMILE
 KT1462'75.04.  THE MARK IS AT POSTMILE 75.05.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1458 ***********************************************************************
 KT1458  DESIGNATION -  D 1082
 KT1458  PID         -  KT1458
 KT1458  STATE/COUNTY-  CA/MENDOCINO
 KT1458  USGS QUAD   -  CAHTO PEAK (1967)
 KT1458
 KT1458                         *CURRENT SURVEY CONTROL
 KT1458  ___________________________________________________________________
 KT1458* NAD 83(1986)-  39 43 47.     (N)    123 30 28.     (W)     SCALED    
 KT1458* NAVD 88     -       464.00   (+/-2cm)    1522.3    (feet)  VERTCON   
 KT1458  ___________________________________________________________________
 KT1458  GEOID HEIGHT-         -29.56  (meters)                     GEOID09
 KT1458  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1458
 KT1458.The horizontal coordinates were scaled from a topographic map and have
 KT1458.an estimated accuracy of +/- 6 seconds.
 KT1458.
 KT1458.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1458
 KT1458.The vertical order pertains to the NGVD 29 superseded value.
 KT1458
 KT1458.The geoid height was determined by GEOID09.
 KT1458
 KT1458;                    North         East    Units  Estimated Accuracy
 KT1458;SPC CA 2     -   730,090.    1,870,750.      MT  (+/- 180 meters Scaled)
 KT1458
 KT1458                          SUPERSEDED SURVEY CONTROL
 KT1458
 KT1458  NGVD 29 (??/??/92)  463.070  (m)         1519.26   (f) ADJ UNCH    1 2
 KT1458
 KT1458.Superseded values are not recommended for survey control.
 KT1458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1458.See file dsdata.txt to determine how the superseded data were derived.
 KT1458
 KT1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ564978(NAD 83)
 KT1458
 KT1458_MARKER: DB = BENCH MARK DISK
 KT1458_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KT1458_SP_SET: CULVERT HEADWALL
 KT1458_STAMPING: D 1082 1967
 KT1458_MARK LOGO: CGS   
 KT1458_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1458+STABILITY: SURFACE MOTION
 KT1458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KT1458+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1994
 KT1458
 KT1458  HISTORY     - Date     Condition        Report By
 KT1458  HISTORY     - 1967     MONUMENTED       CGS
 KT1458  HISTORY     - 19940725 GOOD             CADT
 KT1458
 KT1458                          STATION DESCRIPTION
 KT1458
 KT1458'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1458'3.2 MI N FROM LAYTONVILLE.
 KT1458'3.25 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1458'AT LAYTONVILLE, IN THE TOP AND 1.0 FOOT WEST OF THE EAST END OF
 KT1458'THE NORTH CONCRETE HEAD WALL OF 72-INCH PIPE CULVERT 72.73, 35
 KT1458'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 5
 KT1458'FEET LOWER THAN THE HIGHWAY.
 KT1458
 KT1458                          STATION RECOVERY (1994)
 KT1458
 KT1458'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 KT1458'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1251 ***********************************************************************
 LU1251  DESIGNATION -  D 1084
 LU1251  PID         -  LU1251
 LU1251  STATE/COUNTY-  CA/HUMBOLDT
 LU1251  USGS QUAD   -  GARBERVILLE (1970)
 LU1251
 LU1251                         *CURRENT SURVEY CONTROL
 LU1251  ___________________________________________________________________
 LU1251* NAD 83(1986)-  40 05 00.     (N)    123 47 22.     (W)     SCALED    
 LU1251* NAVD 88     -       228.92   (+/-2cm)     751.0    (feet)  VERTCON   
 LU1251  ___________________________________________________________________
 LU1251  GEOID HEIGHT-         -30.43  (meters)                     GEOID09
 LU1251  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1251
 LU1251.The horizontal coordinates were scaled from a topographic map and have
 LU1251.an estimated accuracy of +/- 6 seconds.
 LU1251.
 LU1251.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1251
 LU1251.The vertical order pertains to the NGVD 29 superseded value.
 LU1251
 LU1251.The geoid height was determined by GEOID09.
 LU1251
 LU1251;                    North         East    Units  Estimated Accuracy
 LU1251;SPC CA 1     -   584,840.    1,847,390.      MT  (+/- 180 meters Scaled)
 LU1251
 LU1251                          SUPERSEDED SURVEY CONTROL
 LU1251
 LU1251  NGVD 29 (??/??/92)  227.995  (m)          748.01   (f) ADJ UNCH    1 2
 LU1251
 LU1251.Superseded values are not recommended for survey control.
 LU1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1251.See file dsdata.txt to determine how the superseded data were derived.
 LU1251
 LU1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK326373(NAD 83)
 LU1251
 LU1251_MARKER: DB = BENCH MARK DISK
 LU1251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1251_SP_SET: CULVERT
 LU1251_STAMPING: D 1084 1967
 LU1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1251
 LU1251  HISTORY     - Date     Condition        Report By
 LU1251  HISTORY     - 1967     MONUMENTED       CGS
 LU1251  HISTORY     - 1973     MARK NOT FOUND
 LU1251
 LU1251                          STATION DESCRIPTION
 LU1251
 LU1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1251'1.2 MI S FROM GARBERVILLE.
 LU1251'1.2 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1251'GARBERVILLE, AT THE SUMMIT OF A GRADE, IN THE TOP AND 0.7 FOOT
 LU1251'SOUTH OF THE NORTH END OF THE EAST CONCRETE L SHAPED HEAD WALL OF
 LU1251'24-INCH PIPE CULVERT 8.56, 24 FEET EAST OF THE CENTER LINE OF
 LU1251'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LU1251
 LU1251                          STATION RECOVERY (1973)
 LU1251
 LU1251'RECOVERED 1973
 LU1251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1290 ***********************************************************************
 LU1290  DESIGNATION -  D 1085
 LU1290  PID         -  LU1290
 LU1290  STATE/COUNTY-  CA/HUMBOLDT
 LU1290  USGS QUAD   -  MYERS FLAT (1969)
 LU1290
 LU1290                         *CURRENT SURVEY CONTROL
 LU1290  ___________________________________________________________________
 LU1290* NAD 83(1986)-  40 16 04.     (N)    123 50 54.     (W)     SCALED    
 LU1290* NAVD 88     -        64.916  (meters)     212.98   (feet)  ADJUSTED  
 LU1290  ___________________________________________________________________
 LU1290  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU1290  DYNAMIC HT  -          64.882 (meters)     212.87  (feet)  COMP
 LU1290  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 LU1290
 LU1290  VERT ORDER  -  FIRST     CLASS II
 LU1290
 LU1290.The horizontal coordinates were scaled from a topographic map and have
 LU1290.an estimated accuracy of +/- 6 seconds.
 LU1290.
 LU1290.The orthometric height was determined by differential leveling and
 LU1290.adjusted in December 1992.
 LU1290
 LU1290.The geoid height was determined by GEOID09.
 LU1290
 LU1290.The dynamic height is computed by dividing the NAVD 88
 LU1290.geopotential number by the normal gravity value computed on the
 LU1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1290.degrees latitude (g = 980.6199 gals.).
 LU1290
 LU1290.The modeled gravity was interpolated from observed gravity values.
 LU1290
 LU1290;                    North         East    Units  Estimated Accuracy
 LU1290;SPC CA 1     -   605,420.    1,842,800.      MT  (+/- 180 meters Scaled)
 LU1290
 LU1290                          SUPERSEDED SURVEY CONTROL
 LU1290
 LU1290  NAVD 88 (06/15/91)   64.916  (m)          212.98   (f) UNKNOWN     1 2
 LU1290  NGVD 29 (12/02/92)   63.979  (m)          209.90   (f) ADJUSTED    1 2
 LU1290
 LU1290.Superseded values are not recommended for survey control.
 LU1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1290.See file dsdata.txt to determine how the superseded data were derived.
 LU1290
 LU1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK278578(NAD 83)
 LU1290
 LU1290_MARKER: DB = BENCH MARK DISK
 LU1290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1290_SP_SET: HEADWALL
 LU1290_STAMPING: D 1085 1967
 LU1290_MARK LOGO: CGS   
 LU1290_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1290+STABILITY: SURFACE MOTION
 LU1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1290+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 LU1290
 LU1290  HISTORY     - Date     Condition        Report By
 LU1290  HISTORY     - 1967     MONUMENTED       CGS
 LU1290  HISTORY     - 19880328 GOOD             NGS
 LU1290  HISTORY     - 19920729 GOOD             NGS
 LU1290  HISTORY     - 20021029 GOOD             CADPR
 LU1290
 LU1290                          STATION DESCRIPTION
 LU1290
 LU1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1290'3.2 MI N FROM MIRANDA.
 LU1290'3.2 MILES NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1290'HIGH SCHOOL AT MIRANDA, AT THE NORTH END OF A CURVE AROUND A
 LU1290'ROCK CUT, IN THE TOP AND 0.8 FOOT SOUTH OF THE NORTH END OF THE
 LU1290'CONCRETE HEAD WALL OF 24-INCH PIPE CULVERT 9.64, 17 FEET EAST OF
 LU1290'THE CENTER LINE OF THE AVENUE, AND ABOUT LEVEL WITH THE AVENUE.
 LU1290
 LU1290                          STATION RECOVERY (1988)
 LU1290
 LU1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1290'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.4 KM (15.80
 LU1290'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1290'GARBERVILLE, THENCE 15.7 KM (9.75 MI) NORTHERLY ALONG THE AVENUE OF
 LU1290'THE GIANTS.
 LU1290
 LU1290                          STATION RECOVERY (1992)
 LU1290
 LU1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1290'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1290'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1290'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1290'101, THENCE 15.8 KM (9.80 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1290'GIANTS, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF THE
 LU1290'EAST CONCRETE HEADWALL OF A PIPE CULVERT AT MILEPOST 9.64, AT THE
 LU1290'NORTH END OF A CURVE, 5.2 M (17.1 FT) EAST OF THE CENTERLINE OF THE
 LU1290'AVENUE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE AVENUE.
 LU1290
 LU1290                          STATION RECOVERY (2002)
 LU1290
 LU1290'RECOVERY NOTE BY CA DEPT PARKS REC 2002 (DBK)
 LU1290'DESCRIPTION GOOD EXCEPT THE DISK IS 1.0 FEET SOUTH OF THE NORTH END OF
 LU1290'THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1489 ***********************************************************************
 LU1489  DESIGNATION -  D 1086
 LU1489  PID         -  LU1489
 LU1489  STATE/COUNTY-  CA/HUMBOLDT
 LU1489  USGS QUAD   -  REDCREST (1969)
 LU1489
 LU1489                         *CURRENT SURVEY CONTROL
 LU1489  ___________________________________________________________________
 LU1489* NAD 83(1986)-  40 25 40.     (N)    123 59 00.     (W)     SCALED    
 LU1489* NAVD 88     -        66.060  (meters)     216.73   (feet)  ADJUSTED  
 LU1489  ___________________________________________________________________
 LU1489  GEOID HEIGHT-         -30.58  (meters)                     GEOID09
 LU1489  DYNAMIC HT  -          66.027 (meters)     216.62  (feet)  COMP
 LU1489  MODELED GRAV-     980,122.0   (mgal)                       NAVD 88
 LU1489
 LU1489  VERT ORDER  -  FIRST     CLASS II
 LU1489
 LU1489.The horizontal coordinates were scaled from a topographic map and have
 LU1489.an estimated accuracy of +/- 6 seconds.
 LU1489.
 LU1489.The orthometric height was determined by differential leveling and
 LU1489.adjusted in December 1992.
 LU1489
 LU1489.The geoid height was determined by GEOID09.
 LU1489
 LU1489.The dynamic height is computed by dividing the NAVD 88
 LU1489.geopotential number by the normal gravity value computed on the
 LU1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1489.degrees latitude (g = 980.6199 gals.).
 LU1489
 LU1489.The modeled gravity was interpolated from observed gravity values.
 LU1489
 LU1489;                    North         East    Units  Estimated Accuracy
 LU1489;SPC CA 1     -   623,430.    1,831,730.      MT  (+/- 180 meters Scaled)
 LU1489
 LU1489                          SUPERSEDED SURVEY CONTROL
 LU1489
 LU1489  NAVD 88 (06/15/91)   66.083  (m)          216.81   (f) UNKNOWN     1 2
 LU1489  NGVD 29 (12/02/92)   65.096  (m)          213.57   (f) ADJUSTED    1 2
 LU1489
 LU1489.Superseded values are not recommended for survey control.
 LU1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1489.See file dsdata.txt to determine how the superseded data were derived.
 LU1489
 LU1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK165757(NAD 83)
 LU1489
 LU1489_MARKER: DB = BENCH MARK DISK
 LU1489_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1489_SP_SET: RETAINING WALL
 LU1489_STAMPING: D 1086 1967
 LU1489_MARK LOGO: CGS   
 LU1489_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1489+STABILITY: SURFACE MOTION
 LU1489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1489+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LU1489
 LU1489  HISTORY     - Date     Condition        Report By
 LU1489  HISTORY     - 1967     MONUMENTED       CGS
 LU1489  HISTORY     - 19880228 GOOD             NGS
 LU1489  HISTORY     - 19920728 GOOD             NGS
 LU1489
 LU1489                          STATION DESCRIPTION
 LU1489
 LU1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1489'14.8 MI N FROM MYERS FLAT.
 LU1489'14.75 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1489'OVERPASS AT MYERS FLAT, 0.25 MILE SOUTH OF A BRIDGE OVER BEAR
 LU1489'CREEK, IN THE TOP AND 0.2 FOOT SOUTH OF THE NORTH END OF A CONCRETE
 LU1489'RETAINING WALL FOR A CATCH BASIN, 45 FEET WEST OF THE CENTER
 LU1489'LINE OF THE HIGHWAY, AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
 LU1489
 LU1489                          STATION RECOVERY (1988)
 LU1489
 LU1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1489'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  30.0 KM (18.65
 LU1489'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LU1489'FORTUNA.
 LU1489
 LU1489                          STATION RECOVERY (1992)
 LU1489
 LU1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1489'30.0 KM (18.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LU1489'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LU1489'IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF A CONCRETE
 LU1489'RETAINING WALL FOR A CATCH BASIN AT MILEPOST 42.77, 0.4 KM (0.25 MI)
 LU1489'SOUTH OF A HIGHWAY BRIDGE SPANNING BEAR CREEK, 13.7 M (44.9 FT) WEST
 LU1489'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 1.1 M
 LU1489'(3.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0245 ***********************************************************************
 LV0245  DESIGNATION -  D 1087
 LV0245  PID         -  LV0245
 LV0245  STATE/COUNTY-  CA/HUMBOLDT
 LV0245  USGS QUAD   -  FORTUNA (1972)
 LV0245
 LV0245                         *CURRENT SURVEY CONTROL
 LV0245  ___________________________________________________________________
 LV0245* NAD 83(1986)-  40 37 16.     (N)    124 12 36.     (W)     SCALED    
 LV0245* NAVD 88     -        23.745  (meters)      77.90   (feet)  ADJUSTED  
 LV0245  ___________________________________________________________________
 LV0245  GEOID HEIGHT-         -31.12  (meters)                     GEOID09
 LV0245  DYNAMIC HT  -          23.734 (meters)      77.87  (feet)  COMP
 LV0245  MODELED GRAV-     980,168.3   (mgal)                       NAVD 88
 LV0245
 LV0245  VERT ORDER  -  FIRST     CLASS II
 LV0245
 LV0245.The horizontal coordinates were scaled from a topographic map and have
 LV0245.an estimated accuracy of +/- 6 seconds.
 LV0245.
 LV0245.The orthometric height was determined by differential leveling and
 LV0245.adjusted in June 1991.
 LV0245
 LV0245.The geoid height was determined by GEOID09.
 LV0245
 LV0245.The dynamic height is computed by dividing the NAVD 88
 LV0245.geopotential number by the normal gravity value computed on the
 LV0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0245.degrees latitude (g = 980.6199 gals.).
 LV0245
 LV0245.The modeled gravity was interpolated from observed gravity values.
 LV0245
 LV0245;                    North         East    Units  Estimated Accuracy
 LV0245;SPC CA 1     -   645,350.    1,813,040.      MT  (+/- 180 meters Scaled)
 LV0245
 LV0245                          SUPERSEDED SURVEY CONTROL
 LV0245
 LV0245  NGVD 29 (12/02/92)   22.754  (m)           74.65   (f) ADJUSTED    1 2
 LV0245
 LV0245.Superseded values are not recommended for survey control.
 LV0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0245.See file dsdata.txt to determine how the superseded data were derived.
 LV0245
 LV0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK976974(NAD 83)
 LV0245
 LV0245_MARKER: DB = BENCH MARK DISK
 LV0245_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0245_SP_SET: BRIDGE CURB
 LV0245_STAMPING: D 1087 1967
 LV0245_MARK LOGO: CGS   
 LV0245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0245
 LV0245  HISTORY     - Date     Condition        Report By
 LV0245  HISTORY     - 1967     MONUMENTED       CGS
 LV0245  HISTORY     - 19880224 GOOD             NGS
 LV0245  HISTORY     - 19920727 MARK NOT FOUND   NGS
 LV0245
 LV0245                          STATION DESCRIPTION
 LV0245
 LV0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0245'2.8 MI N FROM GORTUNA.
 LV0245'2.75 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FORTUNA OVERPASS
 LV0245'AT FORTUNA, IN THE TOP AND 2.0 FEET SOUTHEAST OF THE NORTHWEST
 LV0245'END OF THE NORTHEAST CONCRETE CURB OF SINGLEY ROAD UNDERPASS
 LV0245'NO. 4.110, AT HIGHWAY MILEAGE 64.32, 20 FEET NORTHEAST OF THE CENTER
 LV0245'LINE OF THE NORTHEAST LANES OF THE HIGHWAY, AND ABOUT 1/2 FOOT
 LV0245'HIGHER THAN THE HIGHWAY.
 LV0245
 LV0245                          STATION RECOVERY (1988)
 LV0245
 LV0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0245'RECOVERED IN GOOD CONDITION.
 LV0245
 LV0245                          STATION RECOVERY (1992)
 LV0245
 LV0245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0245'THE BRIDGE CURB HAS BEEN REPLACED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0153 ***********************************************************************
 LV0153  DESIGNATION -  D 1088
 LV0153  PID         -  LV0153
 LV0153  STATE/COUNTY-  CA/HUMBOLDT
 LV0153  USGS QUAD   -  CRANNELL (1975)
 LV0153
 LV0153                         *CURRENT SURVEY CONTROL
 LV0153  ___________________________________________________________________
 LV0153* NAD 83(1986)-  41 03 05.     (N)    124 07 24.     (W)     SCALED    
 LV0153* NAVD 88     -        85.191  (meters)     279.50   (feet)  ADJUSTED  
 LV0153  ___________________________________________________________________
 LV0153  GEOID HEIGHT-         -29.97  (meters)                     GEOID09
 LV0153  DYNAMIC HT  -          85.157 (meters)     279.39  (feet)  COMP
 LV0153  MODELED GRAV-     980,221.4   (mgal)                       NAVD 88
 LV0153
 LV0153  VERT ORDER  -  FIRST     CLASS II
 LV0153
 LV0153.The horizontal coordinates were scaled from a topographic map and have
 LV0153.an estimated accuracy of +/- 6 seconds.
 LV0153.
 LV0153.The orthometric height was determined by differential leveling and
 LV0153.adjusted in June 1991.
 LV0153
 LV0153.The geoid height was determined by GEOID09.
 LV0153
 LV0153.The dynamic height is computed by dividing the NAVD 88
 LV0153.geopotential number by the normal gravity value computed on the
 LV0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0153.degrees latitude (g = 980.6199 gals.).
 LV0153
 LV0153.The modeled gravity was interpolated from observed gravity values.
 LV0153
 LV0153;                    North         East    Units  Estimated Accuracy
 LV0153;SPC CA 1     -   692,930.    1,821,530.      MT  (+/- 180 meters Scaled)
 LV0153
 LV0153                          SUPERSEDED SURVEY CONTROL
 LV0153
 LV0153  NGVD 29 (12/02/92)   84.157  (m)          276.11   (f) ADJUSTED    1 2
 LV0153
 LV0153.Superseded values are not recommended for survey control.
 LV0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0153.See file dsdata.txt to determine how the superseded data were derived.
 LV0153
 LV0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL055450(NAD 83)
 LV0153
 LV0153_MARKER: DB = BENCH MARK DISK
 LV0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0153_SP_SET: CATCH BASIN
 LV0153_STAMPING: D 1088 1967
 LV0153_MARK LOGO: CGS   
 LV0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0153
 LV0153  HISTORY     - Date     Condition        Report By
 LV0153  HISTORY     - 1967     MONUMENTED       CGS
 LV0153  HISTORY     - 1988     GOOD             NGS
 LV0153
 LV0153                          STATION DESCRIPTION
 LV0153
 LV0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0153'1 MI S FROM TRINIDAD.
 LV0153'0.95 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM TRINIDAD UNDERPASS
 LV0153'AT TRINIDAD, AT THE NORTHWEST END OF A LONG CUT BANK, AT THE
 LV0153'CREST OF A GRADE, IN THE TOP OF THE SOUTHEAST CONCRETE WALL OF
 LV0153'4- BY 4-FOOT CONCRETE CATCH BASIN 99.78, 20 FEET NORTHEAST OF
 LV0153'THE CENTER LINE OF THE NORTHEAST LANES OF THE HIGHWAY, AND ABOUT
 LV0153'1 1/2 FEET LOWER THAN THE HIGHWAY.
 LV0153
 LV0153                          STATION RECOVERY (1988)
 LV0153
 LV0153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0170 ***********************************************************************
 LV0170  DESIGNATION -  D 1089
 LV0170  PID         -  LV0170
 LV0170  STATE/COUNTY-  CA/HUMBOLDT
 LV0170  USGS QUAD   -  RODGERS PEAK (1966)
 LV0170
 LV0170                         *CURRENT SURVEY CONTROL
 LV0170  ___________________________________________________________________
 LV0170* NAD 83(1986)-  41 12 00.     (N)    124 06 39.     (W)     SCALED    
 LV0170* NAVD 88     -        37.820  (meters)     124.08   (feet)  POSTED    
 LV0170  ___________________________________________________________________
 LV0170  GEOID HEIGHT-         -29.68  (meters)                     GEOID09
 LV0170  DYNAMIC HT  -          37.80  (meters)     124.0   (feet)  COMP
 LV0170  MODELED GRAV-     980,226.4   (mgal)                       NAVD 88
 LV0170
 LV0170  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LV0170
 LV0170.The horizontal coordinates were scaled from a topographic map and have
 LV0170.an estimated accuracy of +/- 6 seconds.
 LV0170.
 LV0170.The orthometric height was determined by differential leveling
 LV0170.and adjusted by the  in 1992.
 LV0170
 LV0170.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LV0170.rate of 0.0 thru 1.0 mm/km.
 LV0170
 LV0170.The geoid height was determined by GEOID09.
 LV0170
 LV0170.The dynamic height is computed by dividing the NAVD 88
 LV0170.geopotential number by the normal gravity value computed on the
 LV0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0170.degrees latitude (g = 980.6199 gals.).
 LV0170
 LV0170.The modeled gravity was interpolated from observed gravity values.
 LV0170
 LV0170;                    North         East    Units  Estimated Accuracy
 LV0170;SPC CA 1     -   709,400.    1,822,980.      MT  (+/- 180 meters Scaled)
 LV0170
 LV0170                          SUPERSEDED SURVEY CONTROL
 LV0170
 LV0170  NGVD 29 (??/??/??)   36.782  (m)          120.68   (f) ADJUSTED    1 2
 LV0170
 LV0170.Superseded values are not recommended for survey control.
 LV0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0170.See file dsdata.txt to determine how the superseded data were derived.
 LV0170
 LV0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL068615(NAD 83)
 LV0170
 LV0170_MARKER: DB = BENCH MARK DISK
 LV0170_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0170_SP_SET: CULVERT
 LV0170_STAMPING: D 1089 1967
 LV0170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0170
 LV0170  HISTORY     - Date     Condition        Report By
 LV0170  HISTORY     - 1967     MONUMENTED       CGS
 LV0170  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0170
 LV0170                          STATION DESCRIPTION
 LV0170
 LV0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0170'9 MI S FROM ORICK.
 LV0170'9.0 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0170'ORICK, AT THE CREST OF A GRADE, IN THE TOP AND 1.8 FEET SOUTH OF
 LV0170'THE NORTH END OF THE EAST CONCRETE HEAD WALL OF 12-INCH PIPE
 LV0170'CULVERT 112.19, 17 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LV0170'AND ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY.
 LV0170
 LV0170                          STATION RECOVERY (1988)
 LV0170
 LV0170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0170'THERE IS A NEW STORM DRAIN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0092 ***********************************************************************
 LV0092  DESIGNATION -  D 1090
 LV0092  PID         -  LV0092
 LV0092  STATE/COUNTY-  CA/DEL NORTE
 LV0092  USGS QUAD   -  SISTER ROCKS (1966)
 LV0092
 LV0092                         *CURRENT SURVEY CONTROL
 LV0092  ___________________________________________________________________
 LV0092* NAD 83(1986)-  41 42 47.     (N)    124 07 52.     (W)     SCALED    
 LV0092* NAVD 88     -       216.237  (meters)     709.44   (feet)  ADJUSTED  
 LV0092  ___________________________________________________________________
 LV0092  GEOID HEIGHT-         -28.48  (meters)                     GEOID09
 LV0092  DYNAMIC HT  -         216.158 (meters)     709.18  (feet)  COMP
 LV0092  MODELED GRAV-     980,250.3   (mgal)                       NAVD 88
 LV0092
 LV0092  VERT ORDER  -  FIRST     CLASS II
 LV0092
 LV0092.The horizontal coordinates were scaled from a topographic map and have
 LV0092.an estimated accuracy of +/- 6 seconds.
 LV0092.
 LV0092.The orthometric height was determined by differential leveling and
 LV0092.adjusted in June 1991.
 LV0092
 LV0092.The geoid height was determined by GEOID09.
 LV0092
 LV0092.The dynamic height is computed by dividing the NAVD 88
 LV0092.geopotential number by the normal gravity value computed on the
 LV0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0092.degrees latitude (g = 980.6199 gals.).
 LV0092
 LV0092.The modeled gravity was interpolated from observed gravity values.
 LV0092
 LV0092;                    North         East    Units  Estimated Accuracy
 LV0092;SPC CA 1     -   766,410.    1,822,660.      MT  (+/- 180 meters Scaled)
 LV0092
 LV0092                          SUPERSEDED SURVEY CONTROL
 LV0092
 LV0092  NGVD 29 (??/??/??)  215.216  (m)          706.09   (f) ADJUSTED    1 2
 LV0092
 LV0092.Superseded values are not recommended for survey control.
 LV0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0092.See file dsdata.txt to determine how the superseded data were derived.
 LV0092
 LV0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM059185(NAD 83)
 LV0092
 LV0092_MARKER: DB = BENCH MARK DISK
 LV0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0092_SP_SET: CATCH BASIN
 LV0092_STAMPING: D 1090 1967
 LV0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0092
 LV0092  HISTORY     - Date     Condition        Report By
 LV0092  HISTORY     - 1967     MONUMENTED       CGS
 LV0092  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0092
 LV0092                          STATION DESCRIPTION
 LV0092
 LV0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0092'4.4 MI S FROM CRESCENT CITY.
 LV0092'4.45 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0092'OF FRONT STREET AT CRESCENT CITY, ABOUT MIDWAY BETWEEN CURVES,
 LV0092'ACROSS THE HIGHWAY FROM A LARGE REDWOOD TREE AND DEL NORTE
 LV0092'COAST REDWOOD PARK SIGN, IN THE TOP OF THE SOUTHEAST CONCRETE
 LV0092'WALL OF CATCH BASIN 21.84, 19 FEET NORTHEAST OF THE CENTER LINE
 LV0092'OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 LV0092
 LV0092                          STATION RECOVERY (1988)
 LV0092
 LV0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0092'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0284 ***********************************************************************
 LV0284  DESIGNATION -  D 1091
 LV0284  PID         -  LV0284
 LV0284  STATE/COUNTY-  CA/HUMBOLDT
 LV0284  USGS QUAD   -  EUREKA (1972)
 LV0284
 LV0284                         *CURRENT SURVEY CONTROL
 LV0284  ___________________________________________________________________
 LV0284* NAD 83(1986)-  40 48 25.     (N)    124 09 08.     (W)     SCALED    
 LV0284* NAVD 88     -         3.83   (+/-2cm)      12.6    (feet)  VERTCON   
 LV0284  ___________________________________________________________________
 LV0284  GEOID HEIGHT-         -30.59  (meters)                     GEOID09
 LV0284  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0284
 LV0284.The horizontal coordinates were scaled from a topographic map and have
 LV0284.an estimated accuracy of +/- 6 seconds.
 LV0284.
 LV0284.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0284
 LV0284.The vertical order pertains to the NGVD 29 superseded value.
 LV0284
 LV0284.The geoid height was determined by GEOID09.
 LV0284
 LV0284;                    North         East    Units  Estimated Accuracy
 LV0284;SPC CA 1     -   665,860.    1,818,430.      MT  (+/- 180 meters Scaled)
 LV0284
 LV0284                          SUPERSEDED SURVEY CONTROL
 LV0284
 LV0284  NGVD 29 (??/??/??)    2.823  (m)            9.26   (f) ADJUSTED    1 2
 LV0284
 LV0284.Superseded values are not recommended for survey control.
 LV0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0284.See file dsdata.txt to determine how the superseded data were derived.
 LV0284
 LV0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL028179(NAD 83)
 LV0284
 LV0284_MARKER: DB = BENCH MARK DISK
 LV0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0284_SP_SET: TOWER
 LV0284_STAMPING: D 1091 1967
 LV0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0284
 LV0284  HISTORY     - Date     Condition        Report By
 LV0284  HISTORY     - 1967     MONUMENTED       CGS
 LV0284  HISTORY     - 19880417 MARK NOT FOUND   NGS
 LV0284
 LV0284                          STATION DESCRIPTION
 LV0284
 LV0284'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0284'AT EUREKA.
 LV0284'AT EUREKA, 0.25 MILE NORTH OF THE INTERSECTION OF S STREET AND
 LV0284'U.S. HIGHWAY 101 SOUTH BOUND, 0.1 MILE NORTH OF THE NORTH (DEAD
 LV0284'END) OF R. STREET, IN THE TOP OF THE NORTHEAST CORNER OF THE
 LV0284'CONCRETE FOUNDATION OF THE NORTHEAST LEG OF A LARGE STEEL WATER
 LV0284'TOWER, AT THE SOUTH EDGE OF EUREKA SLOUGH, AND ABOUT 1 FOOT
 LV0284'HIGHER THAN THE ROAD.
 LV0284
 LV0284                          STATION RECOVERY (1988)
 LV0284
 LV0284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0284'THE WATER TANK AND ALL FOOTINGS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0355 ***********************************************************************
 LV0355  DESIGNATION -  D 735
 LV0355  PID         -  LV0355
 LV0355  STATE/COUNTY-  CA/HUMBOLDT
 LV0355  USGS QUAD   -  EUREKA (1972)
 LV0355
 LV0355                         *CURRENT SURVEY CONTROL
 LV0355  ___________________________________________________________________
 LV0355* NAD 83(2007)-  40 47 46.71408(N)    124 11 48.23649(W)     ADJUSTED  
 LV0355* NAVD 88     -         6.959  (meters)      22.83   (feet)  ADJUSTED  
 LV0355  ___________________________________________________________________
 LV0355  EPOCH DATE  -        2007.00
 LV0355  X           -  -2,717,660.214 (meters)                     COMP
 LV0355  Y           -  -3,999,406.185 (meters)                     COMP
 LV0355  Z           -   4,145,309.585 (meters)                     COMP
 LV0355  LAPLACE CORR-           8.30  (seconds)                    DEFLEC09
 LV0355  ELLIP HEIGHT-         -23.829 (meters)          (02/10/07) ADJUSTED
 LV0355  GEOID HEIGHT-         -30.78  (meters)                     GEOID09
 LV0355  DYNAMIC HT  -           6.956 (meters)      22.82  (feet)  COMP
 LV0355
 LV0355  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV0355  Type    PID    Designation                      North   East  Ellip
 LV0355  -------------------------------------------------------------------
 LV0355  NETWORK LV0355 D 735                             1.55   1.35   3.35
 LV0355  -------------------------------------------------------------------
 LV0355  MODELED GRAV-     980,209.3   (mgal)                       NAVD 88
 LV0355
 LV0355  VERT ORDER  -  FIRST     CLASS II
 LV0355
 LV0355.The horizontal coordinates were established by GPS observations
 LV0355.and adjusted by the National Geodetic Survey in February 2007.
 LV0355
 LV0355.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV0355.See National Readjustment for more information. 
 LV0355
 LV0355.The horizontal coordinates are valid at the epoch date displayed above
 LV0355.which is a decimal equivalence of Year/Month/Day.
 LV0355
 LV0355.The orthometric height was determined by differential leveling and
 LV0355.adjusted in June 1991.
 LV0355
 LV0355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV0355
 LV0355.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0355
 LV0355.The ellipsoidal height was determined by GPS observations
 LV0355.and is referenced to NAD 83.
 LV0355
 LV0355.The geoid height was determined by GEOID09.
 LV0355
 LV0355.The dynamic height is computed by dividing the NAVD 88
 LV0355.geopotential number by the normal gravity value computed on the
 LV0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0355.degrees latitude (g = 980.6199 gals.).
 LV0355
 LV0355.The modeled gravity was interpolated from observed gravity values.
 LV0355
 LV0355;                    North         East     Units Scale Factor Converg.
 LV0355;SPC CA 1     -   664,768.160 1,814,648.613   MT  0.99989486   -1 26 11.1
 LV0355;SPC CA 1     - 2,180,993.54  5,953,559.66   sFT  0.99989486   -1 26 11.1
 LV0355;UTM  10      - 4,516,834.814   399,042.679   MT  0.99972545   -0 46 55.1
 LV0355
 LV0355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0355!SPC CA 1     -   1.00000374  x   0.99989486  =   0.99989860
 LV0355!UTM  10      -   1.00000374  x   0.99972545  =   0.99972919
 LV0355
 LV0355                          SUPERSEDED SURVEY CONTROL
 LV0355
 LV0355  NAD 83(1998)-  40 47 46.71226(N)    124 11 48.23619(W) AD(2004.69) B
 LV0355  ELLIP H (09/28/05)  -23.830  (m)                       GP(2004.69) 4 1
 LV0355  NAVD 88 (09/28/05)    7.0    (m)           23.     (f) GPS OBS        
 LV0355  NGVD 29 (12/02/92)    5.936  (m)           19.48   (f) ADJUSTED    1 2
 LV0355
 LV0355.Superseded values are not recommended for survey control.
 LV0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0355.See file dsdata.txt to determine how the superseded data were derived.
 LV0355
 LV0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL9904216834(NAD 83)
 LV0355
 LV0355_MARKER: DB = BENCH MARK DISK
 LV0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0355_SP_SET: CONCRETE POST
 LV0355_STAMPING: D 735 1944
 LV0355_MARK LOGO: CGS   
 LV0355_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0355+STABILITY: SURFACE MOTION
 LV0355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0355+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 LV0355
 LV0355  HISTORY     - Date     Condition        Report By
 LV0355  HISTORY     - 1944     MONUMENTED       CGS
 LV0355  HISTORY     - 1967     GOOD             CGS
 LV0355  HISTORY     - 19880216 GOOD             NGS
 LV0355  HISTORY     - 20040901 GOOD             CADT
 LV0355
 LV0355                          STATION DESCRIPTION
 LV0355
 LV0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0355'9.2 MI SW FROM ARCATA.
 LV0355'9.25 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION
 LV0355'OF H STREET AT ARCATA, 0.1 MILE NORTH OF THE JUNCTION OF COMET
 LV0355'ROAD EAST, 0.1 MILE SOUTH OF THE JUNCTION OF A PRIVATE ROAD
 LV0355'WEST, ON THE NORTH SLOPE OF A KNOLL, 26 FEET EAST OF THE CENTER
 LV0355'LINE OF THE ROAD, 84 FEET NORTHEAST AND ACROSS THE ROAD FROM
 LV0355'A POWER POLE, 1.0 FOOT WEST OF A WITNESS POST, ABOUT 2 FEET
 LV0355'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LV0355'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 LV0355
 LV0355                          STATION RECOVERY (1988)
 LV0355
 LV0355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0355'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.6 KM (8.45
 LV0355'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE JUNCTION WITH U.S.
 LV0355'HIGHWAY 101 IN ARCATA, THENCE 0.1 KM (0.05 MI) SOUTHEASTERLY ALONG LP
 LV0355'DRIVE, THENCE 1.6 KM (1.00 MI) SOUTHWESTERLY ALONG A PAVED ROAD (OLD
 LV0355'SAMOA ROAD).  NOTE--THE DISK IS RUSTY AND THE STAMPING IS HARD TO
 LV0355'DISCERN.
 LV0355
 LV0355                          STATION RECOVERY (2004)
 LV0355
 LV0355'RECOVERY NOTE BY CALTRANS 2004 (GN)
 LV0355'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004.  THIS STATION WAS
 LV0355'OCCUPIED AS PART OF  THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION
 LV0355'SURVEY OF 2004.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0192 ***********************************************************************
 LV0192  DESIGNATION -  D 74
 LV0192  PID         -  LV0192
 LV0192  STATE/COUNTY-  CA/HUMBOLDT
 LV0192  USGS QUAD   -  FERN CANYON (1966)
 LV0192
 LV0192                         *CURRENT SURVEY CONTROL
 LV0192  ___________________________________________________________________
 LV0192* NAD 83(1986)-  41 25 13.     (N)    124 02 02.     (W)     SCALED    
 LV0192* NAVD 88     -       145.200  (meters)     476.38   (feet)  ADJUSTED  
 LV0192  ___________________________________________________________________
 LV0192  GEOID HEIGHT-         -28.97  (meters)                     GEOID09
 LV0192  DYNAMIC HT  -         145.141 (meters)     476.18  (feet)  COMP
 LV0192  MODELED GRAV-     980,216.7   (mgal)                       NAVD 88
 LV0192
 LV0192  VERT ORDER  -  FIRST     CLASS II
 LV0192
 LV0192.The horizontal coordinates were scaled from a topographic map and have
 LV0192.an estimated accuracy of +/- 6 seconds.
 LV0192.
 LV0192.The orthometric height was determined by differential leveling and
 LV0192.adjusted in June 1991.
 LV0192
 LV0192.The geoid height was determined by GEOID09.
 LV0192
 LV0192.The dynamic height is computed by dividing the NAVD 88
 LV0192.geopotential number by the normal gravity value computed on the
 LV0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0192.degrees latitude (g = 980.6199 gals.).
 LV0192
 LV0192.The modeled gravity was interpolated from observed gravity values.
 LV0192
 LV0192;                    North         East    Units  Estimated Accuracy
 LV0192;SPC CA 1     -   733,710.    1,829,990.      MT  (+/- 180 meters Scaled)
 LV0192
 LV0192                          SUPERSEDED SURVEY CONTROL
 LV0192
 LV0192  NGVD 29 (12/02/92)  144.165  (m)          472.98   (f) ADJUSTED    1 2
 LV0192
 LV0192.Superseded values are not recommended for survey control.
 LV0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0192.See file dsdata.txt to determine how the superseded data were derived.
 LV0192
 LV0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL136859(NAD 83)
 LV0192
 LV0192_MARKER: DB = BENCH MARK DISK
 LV0192_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0192_SP_SET: HEADWALL
 LV0192_STAMPING: D 74 1930 472.273
 LV0192_MARK LOGO: CGS   
 LV0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0192+STABILITY: SURFACE MOTION
 LV0192
 LV0192  HISTORY     - Date     Condition        Report By
 LV0192  HISTORY     - 1930     MONUMENTED       CGS
 LV0192  HISTORY     - 1967     GOOD             CGS
 LV0192  HISTORY     - 1973     GOOD
 LV0192  HISTORY     - 1979     GOOD             CADT
 LV0192  HISTORY     - 1988     GOOD             NGS
 LV0192
 LV0192                          STATION DESCRIPTION
 LV0192
 LV0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0192'10.1 MI N FROM ORICK.
 LV0192'10.1 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0192'ORICK, IN THE TOP OF THE SOUTHEAST CONCRETE WING WALL OF
 LV0192'3- BY 6-FOOT CONCRETE BOX CULVERT 131.43, 21 FEET EAST OF THE
 LV0192'CENTER LINE OF THE HIGHWAY, 1.0 FOOT SOUTHEAST OF THE SOUTH END
 LV0192'OF THE EAST HEAD WALL OF THE CULVERT, AND ABOUT 2 FEET LOWER
 LV0192'THAN THE HIGHWAY.
 LV0192
 LV0192                          STATION RECOVERY (1973)
 LV0192
 LV0192'RECOVERED 1973
 LV0192'RECOVERED IN GOOD CONDITION.
 LV0192
 LV0192                          STATION RECOVERY (1979)
 LV0192
 LV0192'RECOVERY NOTE BY CALTRANS 1979
 LV0192'RECOVERED IN GOOD CONDITION.
 LV0192
 LV0192                          STATION RECOVERY (1988)
 LV0192
 LV0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0186 ***********************************************************************
 LV0186  DESIGNATION -  D 862
 LV0186  PID         -  LV0186
 LV0186  STATE/COUNTY-  CA/HUMBOLDT
 LV0186  USGS QUAD   -  ORICK (1975)
 LV0186
 LV0186                         *CURRENT SURVEY CONTROL
 LV0186  ___________________________________________________________________
 LV0186* NAD 83(1986)-  41 17 48.     (N)    124 03 14.     (W)     SCALED    
 LV0186* NAVD 88     -        11.208  (meters)      36.77   (feet)  ADJUSTED  
 LV0186  ___________________________________________________________________
 LV0186  GEOID HEIGHT-         -29.26  (meters)                     GEOID09
 LV0186  DYNAMIC HT  -          11.204 (meters)      36.76  (feet)  COMP
 LV0186  MODELED GRAV-     980,245.4   (mgal)                       NAVD 88
 LV0186
 LV0186  VERT ORDER  -  FIRST     CLASS II
 LV0186
 LV0186.The horizontal coordinates were scaled from a topographic map and have
 LV0186.an estimated accuracy of +/- 6 seconds.
 LV0186.
 LV0186.The orthometric height was determined by differential leveling and
 LV0186.adjusted in June 1991.
 LV0186
 LV0186.WARNING-Repeat measurements at this control monument indicate possible
 LV0186.vertical movement.
 LV0186
 LV0186.The geoid height was determined by GEOID09.
 LV0186
 LV0186.The dynamic height is computed by dividing the NAVD 88
 LV0186.geopotential number by the normal gravity value computed on the
 LV0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0186.degrees latitude (g = 980.6199 gals.).
 LV0186
 LV0186.The modeled gravity was interpolated from observed gravity values.
 LV0186
 LV0186;                    North         East    Units  Estimated Accuracy
 LV0186;SPC CA 1     -   720,020.    1,828,000.      MT  (+/- 180 meters Scaled)
 LV0186
 LV0186                          SUPERSEDED SURVEY CONTROL
 LV0186
 LV0186  NGVD 29 (??/??/??)   10.170  (m)           33.37   (f) ADJUSTED    1 2
 LV0186
 LV0186.Superseded values are not recommended for survey control.
 LV0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0186.See file dsdata.txt to determine how the superseded data were derived.
 LV0186
 LV0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL117722(NAD 83)
 LV0186
 LV0186_MARKER: DB = BENCH MARK DISK
 LV0186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0186_SP_SET: FOUNDATION
 LV0186_STAMPING: D 862 1949
 LV0186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0186
 LV0186  HISTORY     - Date     Condition        Report By
 LV0186  HISTORY     - 1949     MONUMENTED       CGS
 LV0186  HISTORY     - 1967     GOOD             CGS
 LV0186  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0186
 LV0186                          STATION DESCRIPTION
 LV0186
 LV0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0186'AT ORICK.
 LV0186'AT ORICK, 0.5 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE
 LV0186'POST OFFICE, AT THE SOUTH ENTRANCE TO A GROUP OF SMALL CABINS
 LV0186'IN THE TOP OF THE CONCRETE FOUNDATION OF A MODERN COTTAGES SIGN,
 LV0186'30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET SOUTH OF
 LV0186'THE CENTER LINE OF THE ENTRANCE ROAD TO THE CABINS, 10 FEET
 LV0186'EAST OF A 36-INCH COTTONWOOD TREE, ABOUT 1 FOOT LOWER THAN THE
 LV0186'HIGHWAY AND 0.6 FOOT ABOVE THE GROUND.
 LV0186
 LV0186                          STATION RECOVERY (1988)
 LV0186
 LV0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0186'THE SIGN AND FOUNDATION HAS BEEN GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1241 ***********************************************************************
 LU1241  DESIGNATION -  E 102
 LU1241  PID         -  LU1241
 LU1241  STATE/COUNTY-  CA/HUMBOLDT
 LU1241  USGS QUAD   -  GARBERVILLE (1970)
 LU1241
 LU1241                         *CURRENT SURVEY CONTROL
 LU1241  ___________________________________________________________________
 LU1241* NAD 83(1986)-  40 01 01.     (N)    123 47 27.     (W)     SCALED    
 LU1241* NAVD 88     -       143.006  (meters)     469.18   (feet)  ADJUSTED  
 LU1241  ___________________________________________________________________
 LU1241  GEOID HEIGHT-         -30.38  (meters)                     GEOID09
 LU1241  DYNAMIC HT  -         142.930 (meters)     468.93  (feet)  COMP
 LU1241  MODELED GRAV-     980,091.4   (mgal)                       NAVD 88
 LU1241
 LU1241  VERT ORDER  -  FIRST     CLASS II
 LU1241
 LU1241.The horizontal coordinates were scaled from a topographic map and have
 LU1241.an estimated accuracy of +/- 6 seconds.
 LU1241.
 LU1241.The orthometric height was determined by differential leveling and
 LU1241.adjusted in June 1991.
 LU1241
 LU1241.The geoid height was determined by GEOID09.
 LU1241
 LU1241.The dynamic height is computed by dividing the NAVD 88
 LU1241.geopotential number by the normal gravity value computed on the
 LU1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1241.degrees latitude (g = 980.6199 gals.).
 LU1241
 LU1241.The modeled gravity was interpolated from observed gravity values.
 LU1241
 LU1241;                    North         East    Units  Estimated Accuracy
 LU1241;SPC CA 1     -   577,470.    1,847,120.      MT  (+/- 180 meters Scaled)
 LU1241
 LU1241                          SUPERSEDED SURVEY CONTROL
 LU1241
 LU1241  NGVD 29 (12/02/92)  142.090  (m)          466.17   (f) ADJUSTED    1 2
 LU1241
 LU1241.Superseded values are not recommended for survey control.
 LU1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1241.See file dsdata.txt to determine how the superseded data were derived.
 LU1241
 LU1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK325299(NAD 83)
 LU1241
 LU1241_MARKER: DB = BENCH MARK DISK
 LU1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1241_SP_SET: CONCRETE POST
 LU1241_STAMPING: E 102 1931
 LU1241_MARK LOGO: CADH  
 LU1241_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1241+STABILITY: SURFACE MOTION
 LU1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1241+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1241
 LU1241  HISTORY     - Date     Condition        Report By
 LU1241  HISTORY     - 1931     MONUMENTED       CADH
 LU1241  HISTORY     - 1967     GOOD             CGS
 LU1241  HISTORY     - 19880331 GOOD             NGS
 LU1241  HISTORY     - 19920729 GOOD             NGS
 LU1241
 LU1241                          STATION DESCRIPTION
 LU1241
 LU1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1241'3.6 MI N FROM PIERCY.
 LU1241'3.55 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1241'PIERCY, 0.2 MILE SOUTH OF A CAFE AND GIFT SHOP, AT THE SOUTH EDGE
 LU1241'OF RICHARDSON GROVE STATE PARK, AT THE SOUTH EDGE OF A CAMPING
 LU1241'AREA, 54 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET
 LU1241'WEST OF A FENCE WHICH IS AT THE TOP OF A CLIFF, ABOUT 10 FEET
 LU1241'EAST OF A SPLIT RAIL FENCE, ABOUT LEVEL WITH THE HIGHWAY, AND
 LU1241'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE
 LU1241'GROUND.
 LU1241
 LU1241                          STATION RECOVERY (1988)
 LU1241
 LU1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1241'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  12.5 KM (7.75
 LU1241'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1241'GARBERVILLE.  CHANGE--10 FEET EAST OF A SPLIT RAIL FENCE, TO 9.1 M
 LU1241'(29.9 FT) EAST OF A SPLIT RAIL FENCE.
 LU1241
 LU1241                          STATION RECOVERY (1992)
 LU1241
 LU1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1241'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1241'OFFICE IN GARBERVILLE, THENCE 12.5 KM (7.75 MI) SOUTHERLY ALONG U.S.
 LU1241'HIGHWAY 101, NEAR THE SOUTH END OF RICHARDSON GROVE STATE PARK, 58.0
 LU1241'M (190.3 FT) NORTH OF THE EAST LEG OF A SIGN (RICHARDSON GROVE STATE
 LU1241'PARK), 16.5 M (54.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 9.1 M
 LU1241'(29.9 FT) EAST OF A FENCE, LEVEL WITH THE HIGHWAY, AND THE MONUMENT
 LU1241'PROJECTS 0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1459 ***********************************************************************
 KT1459  DESIGNATION -  E 103
 KT1459  PID         -  KT1459
 KT1459  STATE/COUNTY-  CA/MENDOCINO
 KT1459  USGS QUAD   -  CAHTO PEAK (1967)
 KT1459
 KT1459                         *CURRENT SURVEY CONTROL
 KT1459  ___________________________________________________________________
 KT1459* NAD 83(1986)-  39 44 15.     (N)    123 30 47.     (W)     SCALED    
 KT1459* NAVD 88     -       461.09   (+/-2cm)    1512.8    (feet)  VERTCON   
 KT1459  ___________________________________________________________________
 KT1459  GEOID HEIGHT-         -29.57  (meters)                     GEOID09
 KT1459  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1459
 KT1459.The horizontal coordinates were scaled from a topographic map and have
 KT1459.an estimated accuracy of +/- 6 seconds.
 KT1459.
 KT1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1459
 KT1459.The vertical order pertains to the NGVD 29 superseded value.
 KT1459
 KT1459.The geoid height was determined by GEOID09.
 KT1459
 KT1459;                    North         East    Units  Estimated Accuracy
 KT1459;SPC CA 2     -   730,960.    1,870,310.      MT  (+/- 180 meters Scaled)
 KT1459
 KT1459                          SUPERSEDED SURVEY CONTROL
 KT1459
 KT1459  NGVD 29 (??/??/92)  460.165  (m)         1509.72   (f) ADJ UNCH    1 2
 KT1459
 KT1459.Superseded values are not recommended for survey control.
 KT1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1459.See file dsdata.txt to determine how the superseded data were derived.
 KT1459
 KT1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ560987(NAD 83)
 KT1459
 KT1459_MARKER: DB = BENCH MARK DISK
 KT1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1459_STAMPING: E 103 1931 1509.593
 KT1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1459+STABILITY: SURFACE MOTION
 KT1459
 KT1459  HISTORY     - Date     Condition        Report By
 KT1459  HISTORY     - 1931     MONUMENTED       CGS
 KT1459  HISTORY     - 1967     GOOD             CGS
 KT1459
 KT1459                          STATION DESCRIPTION
 KT1459
 KT1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1459'3.9 MI N FROM LAYTONVILLE.
 KT1459'3.9 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1459'LAYTONVILLE, ALONG A PORTION OF THE OLD HIGHWAY, ABOUT 150 YARDS
 KT1459'EAST OF THE NEW HIGHWAY, 95 YARDS SOUTH OF AN 18-INCH PIPE
 KT1459'CULVERT UNDER THE OLD HIGHWAY, 45 FEET WEST OF THE CENTER LINE
 KT1459'OF THE OLD HIGHWAY, 88 FEET WEST OF A FENCE, 0.3 MILE SOUTH OF
 KT1459'A RANCHHOUSE, 3.0 FEET WEST OF A WITNESS POST, ABOUT LEVEL WITH
 KT1459'THE OLD HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KT1459'0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1460 ***********************************************************************
 KT1460  DESIGNATION -  E 1082
 KT1460  PID         -  KT1460
 KT1460  STATE/COUNTY-  CA/MENDOCINO
 KT1460  USGS QUAD   -  CAHTO PEAK (1967)
 KT1460
 KT1460                         *CURRENT SURVEY CONTROL
 KT1460  ___________________________________________________________________
 KT1460* NAD 83(1986)-  39 44 41.     (N)    123 31 26.     (W)     SCALED    
 KT1460* NAVD 88     -       454.29   (+/-2cm)    1490.4    (feet)  VERTCON   
 KT1460  ___________________________________________________________________
 KT1460  GEOID HEIGHT-         -29.59  (meters)                     GEOID09
 KT1460  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1460
 KT1460.The horizontal coordinates were scaled from a topographic map and have
 KT1460.an estimated accuracy of +/- 6 seconds.
 KT1460.
 KT1460.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1460
 KT1460.The vertical order pertains to the NGVD 29 superseded value.
 KT1460
 KT1460.The geoid height was determined by GEOID09.
 KT1460
 KT1460;                    North         East    Units  Estimated Accuracy
 KT1460;SPC CA 2     -   731,780.    1,869,400.      MT  (+/- 180 meters Scaled)
 KT1460
 KT1460                          SUPERSEDED SURVEY CONTROL
 KT1460
 KT1460  NGVD 29 (??/??/92)  453.361  (m)         1487.40   (f) ADJ UNCH    1 2
 KT1460
 KT1460.Superseded values are not recommended for survey control.
 KT1460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1460.See file dsdata.txt to determine how the superseded data were derived.
 KT1460
 KT1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ551995(NAD 83)
 KT1460
 KT1460_MARKER: DB = BENCH MARK DISK
 KT1460_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KT1460_SP_SET: CULVERT HEADWALL
 KT1460_STAMPING: E 1082 1967
 KT1460_MARK LOGO: CGS   
 KT1460_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1460+STABILITY: SURFACE MOTION
 KT1460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KT1460+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1994
 KT1460
 KT1460  HISTORY     - Date     Condition        Report By
 KT1460  HISTORY     - 1967     MONUMENTED       CGS
 KT1460  HISTORY     - 19940725 GOOD             CADT
 KT1460
 KT1460                          STATION DESCRIPTION
 KT1460
 KT1460'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1460'4.7 MI N FROM LAYTONVILLE.
 KT1460'4.7 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1460'LAYTONVILLE, IN THE TOP AND 1.0 FOOT NORTHWEST OF THE SOUTHEAST
 KT1460'END OF THE NORTHEAST CONCRETE HEAD WALL OF CULVERT 74.23, 21
 KT1460'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTH
 KT1460'OF THE SOUTHWEST LEG OF A FOREST SERIVCE SIGN, AND ABOUT LEVEL
 KT1460'WITH THE HIGHWAY.
 KT1460
 KT1460                          STATION RECOVERY (1994)
 KT1460
 KT1460'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 KT1460'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING INFORMATION-- THE
 KT1460'CULVERT IS NOW MARKED AS BEING AT POST MILE 74.20.  THE MARK IS 1.5 FT
 KT1460'(0.5 M) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL AND
 KT1460'IS ABOUT 1 FT (0.3 M) BELOW THE HIGHWAY. ADDITIONAL INFORMATION - THE
 KT1460'SKY VIEW IS ADEQUATE FOR GPS.  A TRIPOD SETUP WOULD BE DIFFICULT BUT A
 KT1460'POLE WITH BIPOD WOULD WORK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0874 ***********************************************************************
 KT0874  DESIGNATION -  E 1083
 KT0874  PID         -  KT0874
 KT0874  STATE/COUNTY-  CA/MENDOCINO
 KT0874  USGS QUAD   -  LONGVALE (1994)
 KT0874
 KT0874                         *CURRENT SURVEY CONTROL
 KT0874  ___________________________________________________________________
 KT0874* NAD 83(1986)-  39 33 24.     (N)    123 25 55.     (W)     SCALED    
 KT0874* NAVD 88     -       367.33   (+/-2cm)    1205.1    (feet)  VERTCON   
 KT0874  ___________________________________________________________________
 KT0874  GEOID HEIGHT-         -29.59  (meters)                     GEOID09
 KT0874  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0874
 KT0874.The horizontal coordinates were scaled from a topographic map and have
 KT0874.an estimated accuracy of +/- 6 seconds.
 KT0874.
 KT0874.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0874
 KT0874.The vertical order pertains to the NGVD 29 superseded value.
 KT0874
 KT0874.The geoid height was determined by GEOID09.
 KT0874
 KT0874;                    North         East    Units  Estimated Accuracy
 KT0874;SPC CA 2     -   710,770.    1,876,950.      MT  (+/- 180 meters Scaled)
 KT0874
 KT0874                          SUPERSEDED SURVEY CONTROL
 KT0874
 KT0874  NGVD 29 (??/??/92)  366.394  (m)         1202.08   (f) ADJ UNCH    1 2
 KT0874
 KT0874.Superseded values are not recommended for survey control.
 KT0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0874.See file dsdata.txt to determine how the superseded data were derived.
 KT0874
 KT0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ628786(NAD 83)
 KT0874
 KT0874_MARKER: DB = BENCH MARK DISK
 KT0874_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KT0874_SP_SET: 36 FT
 KT0874_STAMPING: E 1083 1967
 KT0874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0874
 KT0874  HISTORY     - Date     Condition        Report By
 KT0874  HISTORY     - 1967     MONUMENTED       CGS
 KT0874
 KT0874                          STATION DESCRIPTION
 KT0874
 KT0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0874'0.2 MI N FROM LONGVALE.
 KT0874'0.15 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 KT0874'OF DOS RIOS ROAD AT LONGVALE, 95 FEET SOUTHWEST OF THE CENTER
 KT0874'LINE OF THE HIGHWAY, 1 FOOT SOUTHEAST OF A TELEPHONE POLE WITH A
 KT0874'GUY WIRE, 1.7 FEET NORTHWEST OF A WITNESS POST, ABOUT 7 FEET
 KT0874'HIGHER THAN THE HIGHWAY, ON THE TOP OF A 5/8-INCH COPPER
 KT0874'COATED ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 36 FEET.
 KT0874'THE UPPED PORTION OF THE ROD IS ENCASED IN A 4-INCH STOVE
 KT0874'PIPE PACKED WITH GRAVEL AND PROJECTING 0.3 FOOT ABOVE THE
 KT0874'GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1252 ***********************************************************************
 LU1252  DESIGNATION -  E 1084
 LU1252  PID         -  LU1252
 LU1252  STATE/COUNTY-  CA/HUMBOLDT
 LU1252  USGS QUAD   -  GARBERVILLE (1970)
 LU1252
 LU1252                         *CURRENT SURVEY CONTROL
 LU1252  ___________________________________________________________________
 LU1252* NAD 83(1986)-  40 05 33.     (N)    123 47 30.     (W)     SCALED    
 LU1252* NAVD 88     -       207.279  (meters)     680.05   (feet)  ADJUSTED  
 LU1252  ___________________________________________________________________
 LU1252  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 LU1252  DYNAMIC HT  -         207.167 (meters)     679.68  (feet)  COMP
 LU1252  MODELED GRAV-     980,080.3   (mgal)                       NAVD 88
 LU1252
 LU1252  VERT ORDER  -  FIRST     CLASS II
 LU1252
 LU1252.The horizontal coordinates were scaled from a topographic map and have
 LU1252.an estimated accuracy of +/- 6 seconds.
 LU1252.
 LU1252.The orthometric height was determined by differential leveling and
 LU1252.adjusted in June 1991.
 LU1252
 LU1252.The geoid height was determined by GEOID09.
 LU1252
 LU1252.The dynamic height is computed by dividing the NAVD 88
 LU1252.geopotential number by the normal gravity value computed on the
 LU1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1252.degrees latitude (g = 980.6199 gals.).
 LU1252
 LU1252.The modeled gravity was interpolated from observed gravity values.
 LU1252
 LU1252;                    North         East    Units  Estimated Accuracy
 LU1252;SPC CA 1     -   585,860.    1,847,220.      MT  (+/- 180 meters Scaled)
 LU1252
 LU1252                          SUPERSEDED SURVEY CONTROL
 LU1252
 LU1252  NGVD 29 (12/02/92)  206.356  (m)          677.02   (f) ADJUSTED    1 2
 LU1252
 LU1252.Superseded values are not recommended for survey control.
 LU1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1252.See file dsdata.txt to determine how the superseded data were derived.
 LU1252
 LU1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK325383(NAD 83)
 LU1252
 LU1252_MARKER: DB = BENCH MARK DISK
 LU1252_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1252_SP_SET: HEADWALL
 LU1252_STAMPING: E 1084 1967
 LU1252_MARK LOGO: CGS   
 LU1252_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1252+STABILITY: SURFACE MOTION
 LU1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1252+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1252
 LU1252  HISTORY     - Date     Condition        Report By
 LU1252  HISTORY     - 1967     MONUMENTED       CGS
 LU1252  HISTORY     - 1973     GOOD
 LU1252  HISTORY     - 19880330 GOOD             NGS
 LU1252  HISTORY     - 19920729 GOOD             NGS
 LU1252
 LU1252                          STATION DESCRIPTION
 LU1252
 LU1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1252'0.6 MI S FROM GARBERVILLE.
 LU1252'0.55 MILE SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1252'GARBERVILLE, IN THE TOP AND 1.0 FOOT NORTH OF THE SOUTH END OF
 LU1252'THE CONCRETE HEAD WALL OF A 48-INCH PIPE CULVERT UNDER THE
 LU1252'FREEWAY, 28 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 LU1252'FREEWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LU1252
 LU1252                          STATION RECOVERY (1973)
 LU1252
 LU1252'RECOVERED 1973
 LU1252'RECOVERED IN GOOD CONDITION.
 LU1252
 LU1252                          STATION RECOVERY (1988)
 LU1252
 LU1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1252'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE
 LU1252'CULVERT MENTIONED IN THE ORIGINAL DESCRIPTION IS NUMBER 10.60.
 LU1252
 LU1252                          STATION RECOVERY (1992)
 LU1252
 LU1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1252'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1252'OFFICE IN GARBERVILLE, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG U.S.
 LU1252'HIGHWAY 101, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF
 LU1252'THE EAST CONCRETE HEADWALL OF A CULVERT AT MILEPOST 10.60, 8.5 M
 LU1252'(27.9 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LU1252'HIGHWAY, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1292 ***********************************************************************
 LU1292  DESIGNATION -  E 1085
 LU1292  PID         -  LU1292
 LU1292  STATE/COUNTY-  CA/HUMBOLDT
 LU1292  USGS QUAD   -  MYERS FLAT (1969)
 LU1292
 LU1292                         *CURRENT SURVEY CONTROL
 LU1292  ___________________________________________________________________
 LU1292* NAD 83(1986)-  40 16 56.     (N)    123 51 24.     (W)     SCALED    
 LU1292* NAVD 88     -        64.108  (meters)     210.33   (feet)  ADJUSTED  
 LU1292  ___________________________________________________________________
 LU1292  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU1292  DYNAMIC HT  -          64.075 (meters)     210.22  (feet)  COMP
 LU1292  MODELED GRAV-     980,098.7   (mgal)                       NAVD 88
 LU1292
 LU1292  VERT ORDER  -  FIRST     CLASS II
 LU1292
 LU1292.The horizontal coordinates were scaled from a topographic map and have
 LU1292.an estimated accuracy of +/- 6 seconds.
 LU1292.
 LU1292.The orthometric height was determined by differential leveling and
 LU1292.adjusted in December 1992.
 LU1292
 LU1292.The geoid height was determined by GEOID09.
 LU1292
 LU1292.The dynamic height is computed by dividing the NAVD 88
 LU1292.geopotential number by the normal gravity value computed on the
 LU1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1292.degrees latitude (g = 980.6199 gals.).
 LU1292
 LU1292.The modeled gravity was interpolated from observed gravity values.
 LU1292
 LU1292;                    North         East    Units  Estimated Accuracy
 LU1292;SPC CA 1     -   607,040.    1,842,130.      MT  (+/- 180 meters Scaled)
 LU1292
 LU1292                          SUPERSEDED SURVEY CONTROL
 LU1292
 LU1292  NAVD 88 (06/15/91)   64.111  (m)          210.34   (f) UNKNOWN     1 2
 LU1292  NGVD 29 (12/02/92)   63.171  (m)          207.25   (f) ADJUSTED    1 2
 LU1292
 LU1292.Superseded values are not recommended for survey control.
 LU1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1292.See file dsdata.txt to determine how the superseded data were derived.
 LU1292
 LU1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK271594(NAD 83)
 LU1292
 LU1292_MARKER: DB = BENCH MARK DISK
 LU1292_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1292_SP_SET: ABUTMENT
 LU1292_STAMPING: E 1085 1967
 LU1292_MARK LOGO: CGS   
 LU1292_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1292+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 LU1292
 LU1292  HISTORY     - Date     Condition        Report By
 LU1292  HISTORY     - 1967     MONUMENTED       CGS
 LU1292  HISTORY     - 1981     GOOD             CADT
 LU1292  HISTORY     - 19880325 GOOD             NGS
 LU1292  HISTORY     - 19920729 GOOD             NGS
 LU1292  HISTORY     - 20021029 GOOD             CADPR
 LU1292
 LU1292                          STATION DESCRIPTION
 LU1292
 LU1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1292'4.3 MI N FROM MIRANDA.
 LU1292'4.3 MILES NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1292'HIGH SCHOOL AT MIRANDA, AT HIGHWAY MILEAGE 10.80, IN THE TOP AND
 LU1292'1.0 FOOT SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 LU1292'CURB OF BRIDGE 4.09 OVER BRIDGE CREEK, 14 FEET NORTHEAST OF THE
 LU1292'CENTER LINE OF THE AVENUE, AND ABOUT 2 1/2 FEET HIGHER THAN THE
 LU1292'AVENUE.
 LU1292
 LU1292                          STATION RECOVERY (1981)
 LU1292
 LU1292'RECOVERY NOTE BY CALTRANS 1981
 LU1292'RECOVERED IN GOOD CONDITION.
 LU1292
 LU1292                          STATION RECOVERY (1988)
 LU1292
 LU1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1292'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.4 KM (15.80
 LU1292'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1292'GARBERVILLE, THENCE 17.1 KM (10.65 MI) NORTHERLY ALONG THE AVENUE OF
 LU1292'THE GIANTS.
 LU1292
 LU1292                          STATION RECOVERY (1992)
 LU1292
 LU1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1292'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1292'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1292'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1292'101, THENCE 17.7 KM (11.00 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1292'GIANTS, IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END
 LU1292'OF THE NORTHEAST CONCRETE ABUTMENT CURB OF A BRIDGE SPANNING BRIDGE
 LU1292'CREEK, AT MILEPOST 10.80, 4.3 M (14.1 FT) NORTHEAST OF THE CENTERLINE
 LU1292'OF THE AVENUE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.
 LU1292
 LU1292                          STATION RECOVERY (2002)
 LU1292
 LU1292'RECOVERY NOTE BY CA DEPT PARKS REC 2002 (DBK)
 LU1292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1490 ***********************************************************************
 LU1490  DESIGNATION -  E 1086
 LU1490  PID         -  LU1490
 LU1490  STATE/COUNTY-  CA/HUMBOLDT
 LU1490  USGS QUAD   -  REDCREST (1969)
 LU1490
 LU1490                         *CURRENT SURVEY CONTROL
 LU1490  ___________________________________________________________________
 LU1490* NAD 83(1986)-  40 26 05.     (N)    123 59 17.     (W)     SCALED    
 LU1490* NAVD 88     -        48.788  (meters)     160.07   (feet)  ADJUSTED  
 LU1490  ___________________________________________________________________
 LU1490  GEOID HEIGHT-         -30.59  (meters)                     GEOID09
 LU1490  DYNAMIC HT  -          48.763 (meters)     159.98  (feet)  COMP
 LU1490  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 LU1490
 LU1490  VERT ORDER  -  FIRST     CLASS II
 LU1490
 LU1490.The horizontal coordinates were scaled from a topographic map and have
 LU1490.an estimated accuracy of +/- 6 seconds.
 LU1490.
 LU1490.The orthometric height was determined by differential leveling and
 LU1490.adjusted in December 1992.
 LU1490
 LU1490.The geoid height was determined by GEOID09.
 LU1490
 LU1490.The dynamic height is computed by dividing the NAVD 88
 LU1490.geopotential number by the normal gravity value computed on the
 LU1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1490.degrees latitude (g = 980.6199 gals.).
 LU1490
 LU1490.The modeled gravity was interpolated from observed gravity values.
 LU1490
 LU1490;                    North         East    Units  Estimated Accuracy
 LU1490;SPC CA 1     -   624,210.    1,831,340.      MT  (+/- 180 meters Scaled)
 LU1490
 LU1490                          SUPERSEDED SURVEY CONTROL
 LU1490
 LU1490  NAVD 88 (06/15/91)   48.818  (m)          160.16   (f) UNKNOWN     1 2
 LU1490  NGVD 29 (12/02/92)   47.823  (m)          156.90   (f) ADJUSTED    1 2
 LU1490
 LU1490.Superseded values are not recommended for survey control.
 LU1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1490.See file dsdata.txt to determine how the superseded data were derived.
 LU1490
 LU1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK161764(NAD 83)
 LU1490
 LU1490_MARKER: DB = BENCH MARK DISK
 LU1490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1490_SP_SET: BRIDGE GUARDRAIL
 LU1490_STAMPING: E 1086 1967
 LU1490_MARK LOGO: CGS   
 LU1490_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1490+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LU1490
 LU1490  HISTORY     - Date     Condition        Report By
 LU1490  HISTORY     - 1967     MONUMENTED       CGS
 LU1490  HISTORY     - 19880228 GOOD             NGS
 LU1490  HISTORY     - 19920728 GOOD             NGS
 LU1490
 LU1490                          STATION DESCRIPTION
 LU1490
 LU1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1490'15.3 MI N FROM MYERS FLAT.
 LU1490'15.3 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1490'OVERPASS AT MYERS FLAT, 0.7 MILE SOUTHEAST OF BENCH MARK F 1086,
 LU1490'IN THE TOP AND 1.0 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 LU1490'SOUTHWEST CONCRETE GUARDRAIL OF BARKDULL ROAD UNDERPASS NO.
 LU1490'4.200, 32 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 LU1490'ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  NOTE-- THE FREEWAY
 LU1490'(AVENUE OF THE GIANTS) END HERE AT PRESENT LINE CONTINUES ON
 LU1490'U.S. HIGHWAY 101.  THIS MARK CAN BE REACHED BY GOING 8.4 SOUTH
 LU1490'ALONG U.S. HIGHWAY 101 FROM THE SOUTH END OF BRIDGE OVER EEL
 LU1490'RIVER AT SCOTIA.
 LU1490
 LU1490                          STATION RECOVERY (1988)
 LU1490
 LU1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1490'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  29.1 KM (18.10
 LU1490'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LU1490'FORTUNA.
 LU1490
 LU1490                          STATION RECOVERY (1992)
 LU1490
 LU1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1490'29.1 KM (18.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LU1490'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LU1490'IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 LU1490'SOUTHWEST CONCRETE BRIDGE RAIL OF THE HIGHWAY OVERPASS OF BARKDULL
 LU1490'ROAD, 9.8 M (32.2 FT) SOUTHWEST OF THE CENTERLINE OF SOUTHBOUND LANES
 LU1490'OF THE HIGHWAY, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 LU1490'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0246 ***********************************************************************
 LV0246  DESIGNATION -  E 1087
 LV0246  PID         -  LV0246
 LV0246  STATE/COUNTY-  CA/HUMBOLDT
 LV0246  USGS QUAD   -  FIELDS LANDING (1972)
 LV0246
 LV0246                         *CURRENT SURVEY CONTROL
 LV0246  ___________________________________________________________________
 LV0246* NAD 83(1986)-  40 37 35.     (N)    124 12 57.     (W)     SCALED    
 LV0246* NAVD 88     -        60.09   (+/-2cm)     197.1    (feet)  VERTCON   
 LV0246  ___________________________________________________________________
 LV0246  GEOID HEIGHT-         -31.14  (meters)                     GEOID09
 LV0246  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0246
 LV0246.The horizontal coordinates were scaled from a topographic map and have
 LV0246.an estimated accuracy of +/- 6 seconds.
 LV0246.
 LV0246.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0246
 LV0246.The vertical order pertains to the NGVD 29 superseded value.
 LV0246
 LV0246.The geoid height was determined by GEOID09.
 LV0246
 LV0246;                    North         East    Units  Estimated Accuracy
 LV0246;SPC CA 1     -   645,950.    1,812,560.      MT  (+/- 180 meters Scaled)
 LV0246
 LV0246                          SUPERSEDED SURVEY CONTROL
 LV0246
 LV0246  NGVD 29 (??/??/??)   59.106  (m)          193.92   (f) ADJUSTED    1 2
 LV0246
 LV0246.Superseded values are not recommended for survey control.
 LV0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0246.See file dsdata.txt to determine how the superseded data were derived.
 LV0246
 LV0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK971979(NAD 83)
 LV0246
 LV0246_MARKER: DB = BENCH MARK DISK
 LV0246_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0246_SP_SET: BASIN
 LV0246_STAMPING: E 1087 1967
 LV0246_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0246
 LV0246  HISTORY     - Date     Condition        Report By
 LV0246  HISTORY     - 1967     MONUMENTED       CGS
 LV0246  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0246
 LV0246                          STATION DESCRIPTION
 LV0246
 LV0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0246'3.2 MI N FROM FORTUNA.
 LV0246'3.25 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FORTUNA OVERPASS AT
 LV0246'FORTUNA, 0.5 MILE NORTH OF SINGLEY ROAD UNDERPASS, IN THE TOP
 LV0246'OF THE NORTHWEST CORNER OF 4- BY 4-FOOT CONCRETE CATCH BASIN
 LV0246'64.80, BETWEEN THE HIGHWAY LANES, 25 FEET WEST OF THE CENTER LINE
 LV0246'OF THE EAST LANES, 21 FEET EAST OF THE CENTER LINE OF THE WEST
 LV0246'LANES, AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0246
 LV0246                          STATION RECOVERY (1988)
 LV0246
 LV0246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0246'THERE IS A NEW CATCH BASIN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0315 ***********************************************************************
 LV0315  DESIGNATION -  E 1088
 LV0315  PID         -  LV0315
 LV0315  STATE/COUNTY-  CA/HUMBOLDT
 LV0315  USGS QUAD   -  ARCATA NORTH (1972)
 LV0315
 LV0315                         *CURRENT SURVEY CONTROL
 LV0315  ___________________________________________________________________
 LV0315* NAD 83(1986)-  40 55 18.     (N)    124 05 49.     (W)     SCALED    
 LV0315* NAVD 88     -        23.981  (meters)      78.68   (feet)  ADJUSTED  
 LV0315  ___________________________________________________________________
 LV0315  GEOID HEIGHT-         -30.16  (meters)                     GEOID09
 LV0315  DYNAMIC HT  -          23.971 (meters)      78.64  (feet)  COMP
 LV0315  MODELED GRAV-     980,213.5   (mgal)                       NAVD 88
 LV0315
 LV0315  VERT ORDER  -  FIRST     CLASS II
 LV0315
 LV0315.The horizontal coordinates were scaled from a topographic map and have
 LV0315.an estimated accuracy of +/- 6 seconds.
 LV0315.
 LV0315.The orthometric height was determined by differential leveling and
 LV0315.adjusted in June 1991.
 LV0315
 LV0315.WARNING-Repeat measurements at this control monument indicate possible
 LV0315.vertical movement.
 LV0315
 LV0315.The geoid height was determined by GEOID09.
 LV0315
 LV0315.The dynamic height is computed by dividing the NAVD 88
 LV0315.geopotential number by the normal gravity value computed on the
 LV0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0315.degrees latitude (g = 980.6199 gals.).
 LV0315
 LV0315.The modeled gravity was interpolated from observed gravity values.
 LV0315
 LV0315;                    North         East    Units  Estimated Accuracy
 LV0315;SPC CA 1     -   678,480.    1,823,400.      MT  (+/- 180 meters Scaled)
 LV0315
 LV0315                          SUPERSEDED SURVEY CONTROL
 LV0315
 LV0315  NGVD 29 (12/02/92)   22.951  (m)           75.30   (f) ADJUSTED    1 2
 LV0315
 LV0315.Superseded values are not recommended for survey control.
 LV0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0315.See file dsdata.txt to determine how the superseded data were derived.
 LV0315
 LV0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL076306(NAD 83)
 LV0315
 LV0315_MARKER: DB = BENCH MARK DISK
 LV0315_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0315_SP_SET: HEADWALL
 LV0315_STAMPING: E 1088 1967
 LV0315_MARK LOGO: CGS   
 LV0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0315+STABILITY: SURFACE MOTION
 LV0315
 LV0315  HISTORY     - Date     Condition        Report By
 LV0315  HISTORY     - 1967     MONUMENTED       CGS
 LV0315  HISTORY     - 1988     GOOD             NGS
 LV0315
 LV0315                          STATION DESCRIPTION
 LV0315
 LV0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0315'4.3 MI N FROM ARCATA.
 LV0315'3.95 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FOURTH STREET
 LV0315'OVERPASS AT ARCATA, THENCE 0.35 MILE NORTH ALONG MC KINLEYVILLE
 LV0315'ROAD, 0.1 MILE SOUTHEAST OF THE JUNCTION OF A ROAD SOUTHWEST,
 LV0315'IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD
 LV0315'WALL OF 4- BY 5-FOOT CONCRETE BOX CULVERT RO.25, 19 FEET
 LV0315'NORTHEAST OF THE CENTERLINE OF THE ROAD, AND ABOUT LEVEL WITH
 LV0315'THE ROAD.
 LV0315
 LV0315                          STATION RECOVERY (1988)
 LV0315
 LV0315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0315'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.6 KM
 LV0315'(1.60 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 LV0315'HIGHWAY 299 IN ARCATA, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG
 LV0315'MCKINLEYVILLE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0171 ***********************************************************************
 LV0171  DESIGNATION -  E 1089
 LV0171  PID         -  LV0171
 LV0171  STATE/COUNTY-  CA/HUMBOLDT
 LV0171  USGS QUAD   -  RODGERS PEAK (1966)
 LV0171
 LV0171                         *CURRENT SURVEY CONTROL
 LV0171  ___________________________________________________________________
 LV0171* NAD 83(1986)-  41 12 54.     (N)    124 06 34.     (W)     SCALED    
 LV0171* NAVD 88     -        66.451  (meters)     218.01   (feet)  POSTED    
 LV0171  ___________________________________________________________________
 LV0171  GEOID HEIGHT-         -29.65  (meters)                     GEOID09
 LV0171  DYNAMIC HT  -          66.43  (meters)     217.9   (feet)  COMP
 LV0171  MODELED GRAV-     980,232.3   (mgal)                       NAVD 88
 LV0171
 LV0171  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LV0171
 LV0171.The horizontal coordinates were scaled from a topographic map and have
 LV0171.an estimated accuracy of +/- 6 seconds.
 LV0171.
 LV0171.The orthometric height was determined by differential leveling
 LV0171.and adjusted by the  in 1992.
 LV0171
 LV0171.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LV0171.rate of 0.0 thru 1.0 mm/km.
 LV0171
 LV0171.The geoid height was determined by GEOID09.
 LV0171
 LV0171.The dynamic height is computed by dividing the NAVD 88
 LV0171.geopotential number by the normal gravity value computed on the
 LV0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0171.degrees latitude (g = 980.6199 gals.).
 LV0171
 LV0171.The modeled gravity was interpolated from observed gravity values.
 LV0171
 LV0171;                    North         East    Units  Estimated Accuracy
 LV0171;SPC CA 1     -   711,070.    1,823,130.      MT  (+/- 180 meters Scaled)
 LV0171
 LV0171                          SUPERSEDED SURVEY CONTROL
 LV0171
 LV0171  NGVD 29 (??/??/??)   65.414  (m)          214.61   (f) ADJUSTED    1 2
 LV0171
 LV0171.Superseded values are not recommended for survey control.
 LV0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0171.See file dsdata.txt to determine how the superseded data were derived.
 LV0171
 LV0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL069632(NAD 83)
 LV0171
 LV0171_MARKER: DB = BENCH MARK DISK
 LV0171_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0171_SP_SET: CULVERT
 LV0171_STAMPING: E 1089 1967
 LV0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0171
 LV0171  HISTORY     - Date     Condition        Report By
 LV0171  HISTORY     - 1967     MONUMENTED       CGS
 LV0171  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0171
 LV0171                          STATION DESCRIPTION
 LV0171
 LV0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0171'8 MI S FROM ORICK.
 LV0171'8.05 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0171'ORICK, NEAR THE NORTH END OF A TURNOUT ON THE EAST SIDE OF THE
 LV0171'HIGHWAY, IN THE TOP AND 1.0 FOOT NORTH OF THE SOUTH END OF THE
 LV0171'EAST CONCRETE HEAD WALL OF 12-INCH PIPE CULVERT 113.13, 18
 LV0171'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET
 LV0171'LOWER THAN THE HIGHWAY.
 LV0171
 LV0171                          STATION RECOVERY (1988)
 LV0171
 LV0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0171'THERE IS A NEW STORM DRAIN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0091 ***********************************************************************
 LV0091  DESIGNATION -  E 1090
 LV0091  PID         -  LV0091
 LV0091  STATE/COUNTY-  CA/DEL NORTE
 LV0091  USGS QUAD   -  SISTER ROCKS (1966)
 LV0091
 LV0091                         *CURRENT SURVEY CONTROL
 LV0091  ___________________________________________________________________
 LV0091* NAD 83(1986)-  41 42 40.     (N)    124 07 43.     (W)     SCALED    
 LV0091* NAVD 88     -       243.922  (meters)     800.27   (feet)  ADJUSTED  
 LV0091  ___________________________________________________________________
 LV0091  GEOID HEIGHT-         -28.48  (meters)                     GEOID09
 LV0091  DYNAMIC HT  -         243.832 (meters)     799.97  (feet)  COMP
 LV0091  MODELED GRAV-     980,248.1   (mgal)                       NAVD 88
 LV0091
 LV0091  VERT ORDER  -  FIRST     CLASS II
 LV0091
 LV0091.The horizontal coordinates were scaled from a topographic map and have
 LV0091.an estimated accuracy of +/- 6 seconds.
 LV0091.
 LV0091.The orthometric height was determined by differential leveling and
 LV0091.adjusted in June 1991.
 LV0091
 LV0091.The geoid height was determined by GEOID09.
 LV0091
 LV0091.The dynamic height is computed by dividing the NAVD 88
 LV0091.geopotential number by the normal gravity value computed on the
 LV0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0091.degrees latitude (g = 980.6199 gals.).
 LV0091
 LV0091.The modeled gravity was interpolated from observed gravity values.
 LV0091
 LV0091;                    North         East    Units  Estimated Accuracy
 LV0091;SPC CA 1     -   766,190.    1,822,860.      MT  (+/- 180 meters Scaled)
 LV0091
 LV0091                          SUPERSEDED SURVEY CONTROL
 LV0091
 LV0091  NGVD 29 (12/02/92)  242.900  (m)          796.91   (f) ADJUSTED    1 2
 LV0091
 LV0091.Superseded values are not recommended for survey control.
 LV0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0091.See file dsdata.txt to determine how the superseded data were derived.
 LV0091
 LV0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM061183(NAD 83)
 LV0091
 LV0091_MARKER: DB = BENCH MARK DISK
 LV0091_SETTING: 80 = SET IN A BOULDER
 LV0091_SP_SET: BOULDER
 LV0091_STAMPING: E 1090 1967
 LV0091_MARK LOGO: CGS   
 LV0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0091+STABILITY: SURFACE MOTION
 LV0091
 LV0091  HISTORY     - Date     Condition        Report By
 LV0091  HISTORY     - 1967     MONUMENTED       CGS
 LV0091  HISTORY     - 1988     GOOD             NGS
 LV0091
 LV0091                          STATION DESCRIPTION
 LV0091
 LV0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0091'4.6 MI S FROM CRESCENT CITY.
 LV0091'4.65 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0091'OF FRONT STREET AT CRESCENT CITY, ABOUT 45 YARDS NORTHWEST OF
 LV0091'HIGHWAY MILEAGE 21.58, IN THE TOP OF A 10- BY 20-FOOT BOULDER
 LV0091'PROJECTING ABOUT 5 FEET ABOVE THE GROUND, ON THE OUTSIDE OF A
 LV0091'CURVE, 28 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 55
 LV0091'FEET SOUTHEAST OF THE SOUTHEAST END OF A GUARDRAIL, AND ABOUT
 LV0091'7 FEET HIGHER THAN THE HIGHWAY.
 LV0091
 LV0091                          STATION RECOVERY (1988)
 LV0091
 LV0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0091'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0052 ***********************************************************************
 LV0052  DESIGNATION -  E 1091
 LV0052  PID         -  LV0052
 LV0052  STATE/COUNTY-  CA/DEL NORTE
 LV0052  USGS QUAD   -  REQUA (1966)
 LV0052
 LV0052                         *CURRENT SURVEY CONTROL
 LV0052  ___________________________________________________________________
 LV0052* NAD 83(1986)-  41 30 21.     (N)    124 01 56.     (W)     SCALED    
 LV0052* NAVD 88     -        15.429  (meters)      50.62   (feet)  ADJUSTED  
 LV0052  ___________________________________________________________________
 LV0052  GEOID HEIGHT-         -28.73  (meters)                     GEOID09
 LV0052  DYNAMIC HT  -          15.423 (meters)      50.60  (feet)  COMP
 LV0052  MODELED GRAV-     980,244.4   (mgal)                       NAVD 88
 LV0052
 LV0052  VERT ORDER  -  FIRST     CLASS II
 LV0052
 LV0052.The horizontal coordinates were scaled from a topographic map and have
 LV0052.an estimated accuracy of +/- 6 seconds.
 LV0052.
 LV0052.The orthometric height was determined by differential leveling and
 LV0052.adjusted in June 1991.
 LV0052
 LV0052.The geoid height was determined by GEOID09.
 LV0052
 LV0052.The dynamic height is computed by dividing the NAVD 88
 LV0052.geopotential number by the normal gravity value computed on the
 LV0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0052.degrees latitude (g = 980.6199 gals.).
 LV0052
 LV0052.The modeled gravity was interpolated from observed gravity values.
 LV0052
 LV0052;                    North         East    Units  Estimated Accuracy
 LV0052;SPC CA 1     -   743,200.    1,830,350.      MT  (+/- 180 meters Scaled)
 LV0052
 LV0052                          SUPERSEDED SURVEY CONTROL
 LV0052
 LV0052  NGVD 29 (12/02/92)   14.398  (m)           47.24   (f) ADJUSTED    1 2
 LV0052
 LV0052.Superseded values are not recommended for survey control.
 LV0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0052.See file dsdata.txt to determine how the superseded data were derived.
 LV0052
 LV0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL138954(NAD 83)
 LV0052
 LV0052_MARKER: DB = BENCH MARK DISK
 LV0052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0052_SP_SET: CATCH BASIN
 LV0052_STAMPING: E 1091 1967
 LV0052_MARK LOGO: CGS   
 LV0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0052
 LV0052  HISTORY     - Date     Condition        Report By
 LV0052  HISTORY     - 1967     MONUMENTED       CGS
 LV0052  HISTORY     - 1988     GOOD             NGS
 LV0052
 LV0052                          STATION DESCRIPTION
 LV0052
 LV0052'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0052'17 MI N FROM ORICK.
 LV0052'17.0 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 LV0052'AT ORICK, 0.7 MILE SOUTH OF THE SOUTH END OF KLAMATH RIVER BRIDGE,
 LV0052'0.2 MILE SOUTH OF THE JUNCTION OF KLAMATH BEACH ROAD EXIT, IN THE
 LV0052'TOP OF THE SOUTH CONCRETE WALL OF 4- BY 4-FOOT CONCRETE CATCH
 LV0052'BASIN 3.34, 19 FEET WEST OF THE CENTER LINE OF THE WEST LANES
 LV0052'OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 LV0052
 LV0052                          STATION RECOVERY (1988)
 LV0052
 LV0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0353 ***********************************************************************
 LV0353  DESIGNATION -  E 735
 LV0353  PID         -  LV0353
 LV0353  STATE/COUNTY-  CA/HUMBOLDT
 LV0353  USGS QUAD   -  EUREKA (1972)
 LV0353
 LV0353                         *CURRENT SURVEY CONTROL
 LV0353  ___________________________________________________________________
 LV0353* NAD 83(1986)-  40 48 44.     (N)    124 11 24.     (W)     SCALED    
 LV0353* NAVD 88     -         6.18   (+/-2cm)      20.3    (feet)  VERTCON   
 LV0353  ___________________________________________________________________
 LV0353  GEOID HEIGHT-         -30.74  (meters)                     GEOID09
 LV0353  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0353
 LV0353.The horizontal coordinates were scaled from a topographic map and have
 LV0353.an estimated accuracy of +/- 6 seconds.
 LV0353.
 LV0353.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0353
 LV0353.The vertical order pertains to the NGVD 29 superseded value.
 LV0353
 LV0353.The geoid height was determined by GEOID09.
 LV0353
 LV0353;                    North         East    Units  Estimated Accuracy
 LV0353;SPC CA 1     -   666,520.    1,815,260.      MT  (+/- 180 meters Scaled)
 LV0353
 LV0353                          SUPERSEDED SURVEY CONTROL
 LV0353
 LV0353  NGVD 29 (??/??/??)    5.167  (m)           16.95   (f) ADJUSTED    1 2
 LV0353
 LV0353.Superseded values are not recommended for survey control.
 LV0353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0353.See file dsdata.txt to determine how the superseded data were derived.
 LV0353
 LV0353_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL996185(NAD 83)
 LV0353
 LV0353_MARKER: DB = BENCH MARK DISK
 LV0353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0353_STAMPING: E 735 1944
 LV0353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0353+STABILITY: SURFACE MOTION
 LV0353
 LV0353  HISTORY     - Date     Condition        Report By
 LV0353  HISTORY     - 1944     MONUMENTED       CGS
 LV0353  HISTORY     - 1967     GOOD             CGS
 LV0353  HISTORY     - 19880714 MARK NOT FOUND   NGS
 LV0353
 LV0353                          STATION DESCRIPTION
 LV0353
 LV0353'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0353'8 MI SW FROM ARCATA.
 LV0353'7.95 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION
 LV0353'OF H STREET AT ARCATA, AT THE EAST EDGE OF THE PAVEMENT, AT THE
 LV0353'ENTRANCE TO GEORGIA PACIFIC REDWOOD LOG DUMP, 21.0 FEET
 LV0353'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 22.9 FEET SOUTH OF
 LV0353'THE SOUTH RAIL OF THE MAIN TRACK OF THE NORTHWESTERN PACIFIC
 LV0353'RAILROAD, 6.8 FEET NORTH OF THE NORTH RAIL OF A SPUR TRACK,
 LV0353'ON THE OUTSIDE OF A CURVE, AND SET IN THE TOP OF A CONCRETE
 LV0353'POST FLUSH WITH THE SURFACE OF THE PAVEMENT OF THE ROAD.
 LV0353
 LV0353                          STATION RECOVERY (1988)
 LV0353
 LV0353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0353'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0194 ***********************************************************************
 LV0194  DESIGNATION -  E 74
 LV0194  PID         -  LV0194
 LV0194  STATE/COUNTY-  CA/HUMBOLDT
 LV0194  USGS QUAD   -  FERN CANYON (1966)
 LV0194
 LV0194                         *CURRENT SURVEY CONTROL
 LV0194  ___________________________________________________________________
 LV0194* NAD 83(1986)-  41 23 36.     (N)    124 01 19.     (W)     SCALED    
 LV0194* NAVD 88     -        91.857  (meters)     301.37   (feet)  ADJUSTED  
 LV0194  ___________________________________________________________________
 LV0194  GEOID HEIGHT-         -28.97  (meters)                     GEOID09
 LV0194  DYNAMIC HT  -          91.821 (meters)     301.25  (feet)  COMP
 LV0194  MODELED GRAV-     980,224.3   (mgal)                       NAVD 88
 LV0194
 LV0194  VERT ORDER  -  FIRST     CLASS II
 LV0194
 LV0194.The horizontal coordinates were scaled from a topographic map and have
 LV0194.an estimated accuracy of +/- 6 seconds.
 LV0194.
 LV0194.The orthometric height was determined by differential leveling and
 LV0194.adjusted in June 1991.
 LV0194
 LV0194.The geoid height was determined by GEOID09.
 LV0194
 LV0194.The dynamic height is computed by dividing the NAVD 88
 LV0194.geopotential number by the normal gravity value computed on the
 LV0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0194.degrees latitude (g = 980.6199 gals.).
 LV0194
 LV0194.The modeled gravity was interpolated from observed gravity values.
 LV0194
 LV0194;                    North         East    Units  Estimated Accuracy
 LV0194;SPC CA 1     -   730,690.    1,830,920.      MT  (+/- 180 meters Scaled)
 LV0194
 LV0194                          SUPERSEDED SURVEY CONTROL
 LV0194
 LV0194  NGVD 29 (??/??/??)   90.825  (m)          297.98   (f) ADJUSTED    1 2
 LV0194
 LV0194.Superseded values are not recommended for survey control.
 LV0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0194.See file dsdata.txt to determine how the superseded data were derived.
 LV0194
 LV0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL145829(NAD 83)
 LV0194
 LV0194_MARKER: DB = BENCH MARK DISK
 LV0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0194_STAMPING: E 74 1930 297.270
 LV0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0194+STABILITY: SURFACE MOTION
 LV0194
 LV0194  HISTORY     - Date     Condition        Report By
 LV0194  HISTORY     - 1930     MONUMENTED       CGS
 LV0194  HISTORY     - 1967     GOOD             CGS
 LV0194  HISTORY     - 1979     GOOD             CADT
 LV0194  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0194
 LV0194                          STATION DESCRIPTION
 LV0194
 LV0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0194'8.1 MI N FROM ORICK.
 LV0194'8.1 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0194'ORICK, 210 FEET NORTH OF THE JUNCTION OF ZIG ZAG TRAIL, 165
 LV0194'FEET NORTH OF WHITEHOUSE GROVE SIGN, AT THE NORTH END OF A
 LV0194'SHALLOW CUT BANK, 36 FEET WEST OF THE CENTER LINE OF THE
 LV0194'HIGHWAY, 118 FEET SOUTH OF CULVERT 129.45, 1.5 FEET EAST OF A
 LV0194'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 LV0194'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LV0194
 LV0194                          STATION RECOVERY (1979)
 LV0194
 LV0194'RECOVERY NOTE BY CALTRANS 1979
 LV0194'RECOVERED IN GOOD CONDITION.
 LV0194
 LV0194                          STATION RECOVERY (1988)
 LV0194
 LV0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0194'THERE HAS BEEN EXTENSIVE GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0303 ***********************************************************************
 LV0303  DESIGNATION -  E 75
 LV0303  PID         -  LV0303
 LV0303  STATE/COUNTY-  CA/HUMBOLDT
 LV0303  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0303
 LV0303                         *CURRENT SURVEY CONTROL
 LV0303  ___________________________________________________________________
 LV0303* NAD 83(1986)-  40 52 28.     (N)    124 05 13.     (W)     SCALED    
 LV0303* NAVD 88     -        25.87   (+/-2cm)      84.9    (feet)  VERTCON   
 LV0303  ___________________________________________________________________
 LV0303  GEOID HEIGHT-         -30.21  (meters)                     GEOID09
 LV0303  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0303
 LV0303.The horizontal coordinates were scaled from a topographic map and have
 LV0303.an estimated accuracy of +/- 6 seconds.
 LV0303.
 LV0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0303
 LV0303.The vertical order pertains to the NGVD 29 superseded value.
 LV0303
 LV0303.The geoid height was determined by GEOID09.
 LV0303
 LV0303;                    North         East    Units  Estimated Accuracy
 LV0303;SPC CA 1     -   673,220.    1,824,120.      MT  (+/- 180 meters Scaled)
 LV0303
 LV0303                          SUPERSEDED SURVEY CONTROL
 LV0303
 LV0303  NGVD 29 (??/??/??)   24.843  (m)           81.51   (f) ADJUSTED    1 2
 LV0303
 LV0303.Superseded values are not recommended for survey control.
 LV0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0303.See file dsdata.txt to determine how the superseded data were derived.
 LV0303
 LV0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL084253(NAD 83)
 LV0303
 LV0303_MARKER: DB = BENCH MARK DISK
 LV0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0303_SP_SET: CONCRETE RAILING
 LV0303_STAMPING: E 75 1931 80932
 LV0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0303
 LV0303  HISTORY     - Date     Condition        Report By
 LV0303  HISTORY     - 1931     MONUMENTED       CGS
 LV0303  HISTORY     - 1967     GOOD             CGS
 LV0303  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0303
 LV0303                          STATION DESCRIPTION
 LV0303
 LV0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0303'AT ARCATA.
 LV0303'AT ARCATA, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 16TH
 LV0303'AND J STREETS, IN THE TOP OF THE NORTH CONCRETE RAILING FOR
 LV0303'STEPS TO THE EAST ENTRANCE TO HUGH B. STEWART ELEMENTARY
 LV0303'SCHOOL, 40 FEET SOUTH OF THE SOUTH CURB OF 16TH STREET, 5.0 FEET
 LV0303'NORTH OF THE CENTER OF THE STEPS, 1.5 FEET WEST OF THE EAST END
 LV0303'OF THE RAILING, AND ABOUT 1 1/2 FEET HIGHER THAN THE STREET.
 LV0303
 LV0303                          STATION RECOVERY (1988)
 LV0303
 LV0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0303'THERE IS A NEW SET OF STEPS AND A WHEEL CHAIR RAMP AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0902 ***********************************************************************
 KT0902  DESIGNATION -  F 103
 KT0902  PID         -  KT0902
 KT0902  STATE/COUNTY-  CA/MENDOCINO
 KT0902  USGS QUAD   -  LAYTONVILLE (1994)
 KT0902
 KT0902                         *CURRENT SURVEY CONTROL
 KT0902  ___________________________________________________________________
 KT0902* NAD 83(1986)-  39 42 45.     (N)    123 29 27.     (W)     SCALED    
 KT0902* NAVD 88     -       504.46   (+/-2cm)    1655.0    (feet)  VERTCON   
 KT0902  ___________________________________________________________________
 KT0902  GEOID HEIGHT-         -29.54  (meters)                     GEOID09
 KT0902  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0902
 KT0902.The horizontal coordinates were scaled from a topographic map and have
 KT0902.an estimated accuracy of +/- 6 seconds.
 KT0902.
 KT0902.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0902.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0902
 KT0902.The vertical order pertains to the NGVD 29 superseded value.
 KT0902
 KT0902.The geoid height was determined by GEOID09.
 KT0902
 KT0902;                    North         East    Units  Estimated Accuracy
 KT0902;SPC CA 2     -   728,150.    1,872,170.      MT  (+/- 180 meters Scaled)
 KT0902
 KT0902                          SUPERSEDED SURVEY CONTROL
 KT0902
 KT0902  NGVD 29 (??/??/92)  503.530  (m)         1652.00   (f) ADJ UNCH    1 2
 KT0902
 KT0902.Superseded values are not recommended for survey control.
 KT0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0902.See file dsdata.txt to determine how the superseded data were derived.
 KT0902
 KT0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ579959(NAD 83)
 KT0902
 KT0902_MARKER: DB = BENCH MARK DISK
 KT0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT0902_STAMPING: F 103 1931 1651.863
 KT0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0902+STABILITY: SURFACE MOTION
 KT0902
 KT0902  HISTORY     - Date     Condition        Report By
 KT0902  HISTORY     - 1931     MONUMENTED       CGS
 KT0902  HISTORY     - 1967     GOOD             CGS
 KT0902
 KT0902                          STATION DESCRIPTION
 KT0902
 KT0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0902'1.8 MI N FROM LAYTONVILLE.
 KT0902'1.45 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT0902'AT LAYTONVILLE, THENCE 0.35 MILE NORTH ALONG THE OLD HIGHWAY,
 KT0902'0.05 MILE NORTH OF A PULLOUT AREA, 43 FEET WEST OF THE CENTER
 KT0902'LINE OF THE HIGHWAY, 20 FEET SOUTH OF A 48-INCH WHITE OAK
 KT0902'TREE, 1.5 FEET EAST OF A FENCE, 1.4 FEET WEST OF A WITNESS
 KT0902'POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 KT0902'CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1461 ***********************************************************************
 KT1461  DESIGNATION -  F 1082
 KT1461  PID         -  KT1461
 KT1461  STATE/COUNTY-  CA/MENDOCINO
 KT1461  USGS QUAD   -  CAHTO PEAK (1967)
 KT1461
 KT1461                         *CURRENT SURVEY CONTROL
 KT1461  ___________________________________________________________________
 KT1461* NAD 83(1986)-  39 44 54.     (N)    123 31 53.     (W)     SCALED    
 KT1461* NAVD 88     -       456.06   (+/-2cm)    1496.3    (feet)  VERTCON   
 KT1461  ___________________________________________________________________
 KT1461  GEOID HEIGHT-         -29.60  (meters)                     GEOID09
 KT1461  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1461
 KT1461.The horizontal coordinates were scaled from a topographic map and have
 KT1461.an estimated accuracy of +/- 6 seconds.
 KT1461.
 KT1461.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1461
 KT1461.The vertical order pertains to the NGVD 29 superseded value.
 KT1461
 KT1461.The geoid height was determined by GEOID09.
 KT1461
 KT1461;                    North         East    Units  Estimated Accuracy
 KT1461;SPC CA 2     -   732,190.    1,868,760.      MT  (+/- 180 meters Scaled)
 KT1461
 KT1461                          SUPERSEDED SURVEY CONTROL
 KT1461
 KT1461  NGVD 29 (??/??/92)  455.131  (m)         1493.21   (f) ADJ UNCH    1 2
 KT1461
 KT1461.Superseded values are not recommended for survey control.
 KT1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1461.See file dsdata.txt to determine how the superseded data were derived.
 KT1461
 KT1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ544999(NAD 83)
 KT1461
 KT1461_MARKER: DB = BENCH MARK DISK
 KT1461_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1461_SP_SET: CULVERT
 KT1461_STAMPING: F 1082 1967
 KT1461_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1461
 KT1461  HISTORY     - Date     Condition        Report By
 KT1461  HISTORY     - 1967     MONUMENTED       CGS
 KT1461  HISTORY     - 19940727 MARK NOT FOUND   CADT
 KT1461
 KT1461                          STATION DESCRIPTION
 KT1461
 KT1461'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1461'5.2 MI N FROM LAYTONVILLE.
 KT1461'5.15 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1461'LAYTONVILLE, AT THE JUNCTION OF A DRIVEWAY WEST TO THE FOREST
 KT1461'MARTIN QUARTER HORSE RANCH, IN THE TOP AND 0.6 FOOT NORTHWEST OF
 KT1461'THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF 18-INCH
 KT1461'PIPE CULVERT 74.64, 17 FEET NORTHEAST OF THE CENTER LINE OF THE
 KT1461'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 KT1461
 KT1461                          STATION RECOVERY (1994)
 KT1461
 KT1461'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 KT1461'THE CULVERT HEADWALL AT THIS LOCATION HAS BEEN REPLACED WITH A FLARED
 KT1461'METAL END SECTION.  THE MARK IS PRESUMED TO BE DESTROYED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0872 ***********************************************************************
 KT0872  DESIGNATION -  F 1083
 KT0872  PID         -  KT0872
 KT0872  STATE/COUNTY-  CA/MENDOCINO
 KT0872  USGS QUAD   -  LONGVALE (1994)
 KT0872
 KT0872                         *CURRENT SURVEY CONTROL
 KT0872  ___________________________________________________________________
 KT0872* NAD 83(1986)-  39 33 21.     (N)    123 25 47.     (W)     SCALED    
 KT0872* NAVD 88     -       362.30   (+/-2cm)    1188.6    (feet)  VERTCON   
 KT0872  ___________________________________________________________________
 KT0872  GEOID HEIGHT-         -29.58  (meters)                     GEOID09
 KT0872  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0872
 KT0872.The horizontal coordinates were scaled from a topographic map and have
 KT0872.an estimated accuracy of +/- 6 seconds.
 KT0872.
 KT0872.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0872
 KT0872.The vertical order pertains to the NGVD 29 superseded value.
 KT0872
 KT0872.The geoid height was determined by GEOID09.
 KT0872
 KT0872;                    North         East    Units  Estimated Accuracy
 KT0872;SPC CA 2     -   710,680.    1,877,140.      MT  (+/- 180 meters Scaled)
 KT0872
 KT0872                          SUPERSEDED SURVEY CONTROL
 KT0872
 KT0872  NGVD 29 (??/??/92)  361.361  (m)         1185.57   (f) ADJ UNCH    1 2
 KT0872
 KT0872.Superseded values are not recommended for survey control.
 KT0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0872.See file dsdata.txt to determine how the superseded data were derived.
 KT0872
 KT0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ630785(NAD 83)
 KT0872
 KT0872_MARKER: DB = BENCH MARK DISK
 KT0872_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KT0872_SP_SET: 12 FT
 KT0872_STAMPING: F 1083 1967
 KT0872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0872
 KT0872  HISTORY     - Date     Condition        Report By
 KT0872  HISTORY     - 1967     MONUMENTED       CGS
 KT0872
 KT0872                          STATION DESCRIPTION
 KT0872
 KT0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0872'AT LONGVALE.
 KT0872'AT LONGVALE, ALONG DOS RIOS ROAD, 87 FEET NORTHWEST OF THE
 KT0872'NORTH CORNER OF A BRIDGE OVER LONG VALLEY CREEK, 4 FEET
 KT0872'SOUTHEAST OF A POWER POLE BEARING METERS, 1.0 FOOT NORTHWEST
 KT0872'OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A DISK ON THE
 KT0872'TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO GRADUAL REFUSAL
 KT0872'AT A DEPTH OF 12 FEET, THE UPPER PROTION OF THE ROD IS ENCASED
 KT0872'IN A 4-INCH STOVE PIPE PACKED WITH GRAVEL AND PROJECTING 0.3
 KT0872'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1254 ***********************************************************************
 LU1254  DESIGNATION -  F 1084
 LU1254  PID         -  LU1254
 LU1254  STATE/COUNTY-  CA/HUMBOLDT
 LU1254  USGS QUAD   -  GARBERVILLE (1970)
 LU1254
 LU1254                         *CURRENT SURVEY CONTROL
 LU1254  ___________________________________________________________________
 LU1254* NAD 83(1986)-  40 05 59.     (N)    123 47 47.     (W)     SCALED    
 LU1254* NAVD 88     -       163.960  (meters)     537.93   (feet)  ADJUSTED  
 LU1254  ___________________________________________________________________
 LU1254  GEOID HEIGHT-         -30.45  (meters)                     GEOID09
 LU1254  DYNAMIC HT  -         163.871 (meters)     537.63  (feet)  COMP
 LU1254  MODELED GRAV-     980,081.3   (mgal)                       NAVD 88
 LU1254
 LU1254  VERT ORDER  -  FIRST     CLASS II
 LU1254
 LU1254.The horizontal coordinates were scaled from a topographic map and have
 LU1254.an estimated accuracy of +/- 6 seconds.
 LU1254.
 LU1254.The orthometric height was determined by differential leveling and
 LU1254.adjusted in December 1992.
 LU1254
 LU1254.The geoid height was determined by GEOID09.
 LU1254
 LU1254.The dynamic height is computed by dividing the NAVD 88
 LU1254.geopotential number by the normal gravity value computed on the
 LU1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1254.degrees latitude (g = 980.6199 gals.).
 LU1254
 LU1254.The modeled gravity was interpolated from observed gravity values.
 LU1254
 LU1254;                    North         East    Units  Estimated Accuracy
 LU1254;SPC CA 1     -   586,670.    1,846,840.      MT  (+/- 180 meters Scaled)
 LU1254
 LU1254                          SUPERSEDED SURVEY CONTROL
 LU1254
 LU1254  NAVD 88 (06/15/91)  163.960  (m)          537.93   (f) UNKNOWN     1 2
 LU1254  NGVD 29 (12/02/92)  163.035  (m)          534.89   (f) ADJUSTED    1 2
 LU1254
 LU1254.Superseded values are not recommended for survey control.
 LU1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1254.See file dsdata.txt to determine how the superseded data were derived.
 LU1254
 LU1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK321391(NAD 83)
 LU1254
 LU1254_MARKER: DB = BENCH MARK DISK
 LU1254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1254_SP_SET: BRIDGE GUARDRAIL
 LU1254_STAMPING: F 1084 1967
 LU1254_MARK LOGO: CGS   
 LU1254_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1254+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1254
 LU1254  HISTORY     - Date     Condition        Report By
 LU1254  HISTORY     - 1967     MONUMENTED       CGS
 LU1254  HISTORY     - 1974     GOOD
 LU1254  HISTORY     - 19880330 GOOD             NGS
 LU1254  HISTORY     - 19920729 GOOD             NGS
 LU1254
 LU1254                          STATION DESCRIPTION
 LU1254
 LU1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1254'AT GARBERVILLE.
 LU1254'AT GARBERVILLE, 0.05 MILE WEST OF THE POST OFFICE, IN THE TOP
 LU1254'AND 1.0 FOOT WEST OF THE EAST END OF THE NORTH CONCRETE AND STEEL
 LU1254'GUARDRAIL FOR A FREEWAY OVERPASS WHICH IS ON THE SAME LEVEL AS
 LU1254'THE POST OFFICE, 24 FEET NORTH OF THE CENTER LINE OF A ROAD, AND
 LU1254'ABOUT 4 FEET HIGHER THAN THE ROAD.
 LU1254
 LU1254                          STATION RECOVERY (1974)
 LU1254
 LU1254'RECOVERED 1974
 LU1254'RECOVERED IN GOOD CONDITION.
 LU1254
 LU1254                          STATION RECOVERY (1988)
 LU1254
 LU1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1254'RECOVERED IN GOOD CONDITION.
 LU1254
 LU1254                          STATION RECOVERY (1992)
 LU1254
 LU1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1254'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1254'OFFICE IN GARBERVILLE, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST
 LU1254'END OF THE NORTH CONCRETE BRIDGE RAIL OF THE ROAD OVERPASS OF U.S.
 LU1254'HIGHWAY 101, 7.3 M (24.0 FT) NORTH OF THE CENTERLINE OF THE STREET,
 LU1254'AND 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1293 ***********************************************************************
 LU1293  DESIGNATION -  F 1085
 LU1293  PID         -  LU1293
 LU1293  STATE/COUNTY-  CA/HUMBOLDT
 LU1293  USGS QUAD   -  MYERS FLAT (1969)
 LU1293
 LU1293                         *CURRENT SURVEY CONTROL
 LU1293  ___________________________________________________________________
 LU1293* NAD 83(1986)-  40 16 45.     (N)    123 51 46.     (W)     SCALED    
 LU1293* NAVD 88     -        90.553  (meters)     297.09   (feet)  ADJUSTED  
 LU1293  ___________________________________________________________________
 LU1293  GEOID HEIGHT-         -30.47  (meters)                     GEOID09
 LU1293  DYNAMIC HT  -          90.505 (meters)     296.93  (feet)  COMP
 LU1293  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 LU1293
 LU1293  VERT ORDER  -  FIRST     CLASS II
 LU1293
 LU1293.The horizontal coordinates were scaled from a topographic map and have
 LU1293.an estimated accuracy of +/- 6 seconds.
 LU1293.
 LU1293.The orthometric height was determined by differential leveling and
 LU1293.adjusted in December 1992.
 LU1293
 LU1293.The geoid height was determined by GEOID09.
 LU1293
 LU1293.The dynamic height is computed by dividing the NAVD 88
 LU1293.geopotential number by the normal gravity value computed on the
 LU1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1293.degrees latitude (g = 980.6199 gals.).
 LU1293
 LU1293.The modeled gravity was interpolated from observed gravity values.
 LU1293
 LU1293;                    North         East    Units  Estimated Accuracy
 LU1293;SPC CA 1     -   606,710.    1,841,600.      MT  (+/- 180 meters Scaled)
 LU1293
 LU1293                          SUPERSEDED SURVEY CONTROL
 LU1293
 LU1293  NAVD 88 (06/15/91)   90.553  (m)          297.09   (f) UNKNOWN     1 2
 LU1293  NGVD 29 (12/02/92)   89.614  (m)          294.01   (f) ADJUSTED    1 2
 LU1293
 LU1293.Superseded values are not recommended for survey control.
 LU1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1293.See file dsdata.txt to determine how the superseded data were derived.
 LU1293
 LU1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK266590(NAD 83)
 LU1293
 LU1293_MARKER: DB = BENCH MARK DISK
 LU1293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1293_SP_SET: CATCH BASIN
 LU1293_STAMPING: F 1085 1967
 LU1293_MARK LOGO: CGS   
 LU1293_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1293+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 LU1293
 LU1293  HISTORY     - Date     Condition        Report By
 LU1293  HISTORY     - 1967     MONUMENTED       CGS
 LU1293  HISTORY     - 1981     GOOD             CADT
 LU1293  HISTORY     - 19880325 GOOD             NGS
 LU1293  HISTORY     - 19920729 GOOD             NGS
 LU1293  HISTORY     - 20021029 GOOD             CADPR
 LU1293
 LU1293                          STATION DESCRIPTION
 LU1293
 LU1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1293'4.8 MI N FROM MIRANDA.
 LU1293'4.8 MILES NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1293'HIGH SCHOOL, AT MIRANDA, 0.05 MILE SOUTH OF THE JUNCTION OF A
 LU1293'PAVED ROAD EAST TO A PARK, IN THE TOP OF THE SOUTHEAST CORNER OF
 LU1293'4- BY 4-FOOT CATCH BASIN 11.29, 27 FEET WEST OF THE CENTER LINE
 LU1293'OF THE AVENUE, AND ABOUT LEVEL WITH THE AVENUE.
 LU1293
 LU1293                          STATION RECOVERY (1981)
 LU1293
 LU1293'RECOVERY NOTE BY CALTRANS 1981
 LU1293'RECOVERED IN GOOD CONDITION.
 LU1293
 LU1293                          STATION RECOVERY (1988)
 LU1293
 LU1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1293'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.5 KM (6.50
 LU1293'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1293'GARBERVILLE, THENCE 17.8 KM (11.05 MI) NORTHERLY ALONG THE AVENUE OF
 LU1293'THE GIANTS.
 LU1293
 LU1293                          STATION RECOVERY (1992)
 LU1293
 LU1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1293'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1293'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1293'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1293'101, THENCE 18.5 KM (11.50 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1293'GIANTS, NEAR THE SOUTHEAST CORNER OF A CONCRETE CATCH BASIN AT
 LU1293'MILEPOST 11.29, 0.1 KM (0.05 MI) SOUTHEAST OF THE INTERSECTION OF A
 LU1293'PAVED ROAD LEADING EAST TO A PARK, AND 8.2 M (26.9 FT) WEST OF AND
 LU1293'LEVEL WITH THE AVENUE CENTERLINE.
 LU1293
 LU1293                          STATION RECOVERY (2002)
 LU1293
 LU1293'RECOVERY NOTE BY CA DEPT PARKS REC 2002 (DBK)
 LU1293'LOCATED 1300 FEET +/- NORTH OF THE ENTRANCE TO HIDDEN SPRINGS
 LU1293'CAMPGROUND IN HUMBOLDT REDWOODS STATE PARK
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1491 ***********************************************************************
 LU1491  DESIGNATION -  F 1086
 LU1491  PID         -  LU1491
 LU1491  STATE/COUNTY-  CA/HUMBOLDT
 LU1491  USGS QUAD   -  REDCREST (1969)
 LU1491
 LU1491                         *CURRENT SURVEY CONTROL
 LU1491  ___________________________________________________________________
 LU1491* NAD 83(1986)-  40 26 15.     (N)    123 59 56.     (W)     SCALED    
 LU1491* NAVD 88     -        46.045  (meters)     151.07   (feet)  ADJUSTED  
 LU1491  ___________________________________________________________________
 LU1491  GEOID HEIGHT-         -30.60  (meters)                     GEOID09
 LU1491  DYNAMIC HT  -          46.021 (meters)     150.99  (feet)  COMP
 LU1491  MODELED GRAV-     980,122.2   (mgal)                       NAVD 88
 LU1491
 LU1491  VERT ORDER  -  FIRST     CLASS II
 LU1491
 LU1491.The horizontal coordinates were scaled from a topographic map and have
 LU1491.an estimated accuracy of +/- 6 seconds.
 LU1491.
 LU1491.The orthometric height was determined by differential leveling and
 LU1491.adjusted in December 1992.
 LU1491
 LU1491.The geoid height was determined by GEOID09.
 LU1491
 LU1491.The dynamic height is computed by dividing the NAVD 88
 LU1491.geopotential number by the normal gravity value computed on the
 LU1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1491.degrees latitude (g = 980.6199 gals.).
 LU1491
 LU1491.The modeled gravity was interpolated from observed gravity values.
 LU1491
 LU1491;                    North         East    Units  Estimated Accuracy
 LU1491;SPC CA 1     -   624,540.    1,830,430.      MT  (+/- 180 meters Scaled)
 LU1491
 LU1491                          SUPERSEDED SURVEY CONTROL
 LU1491
 LU1491  NGVD 29 (12/02/92)   45.079  (m)          147.90   (f) ADJUSTED    1 2
 LU1491
 LU1491.Superseded values are not recommended for survey control.
 LU1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1491.See file dsdata.txt to determine how the superseded data were derived.
 LU1491
 LU1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK152767(NAD 83)
 LU1491
 LU1491_MARKER: DB = BENCH MARK DISK
 LU1491_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1491_SP_SET: HEADWALL
 LU1491_STAMPING: F 1086 1967
 LU1491_MARK LOGO: CGS   
 LU1491_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1491+STABILITY: SURFACE MOTION
 LU1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1491+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LU1491
 LU1491  HISTORY     - Date     Condition        Report By
 LU1491  HISTORY     - 1967     MONUMENTED       CGS
 LU1491  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LU1491  HISTORY     - 19920728 GOOD             NGS
 LU1491
 LU1491                          STATION DESCRIPTION
 LU1491
 LU1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1491'7.7 MI S FROM SCOTIA.
 LU1491'7.7 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE SOUTH END OF
 LU1491'THE EEL RIVER BRIDGE AT SCOTIA, 16.0 MILES NORTH OF MYERS FLAT,
 LU1491'IN THE TOP AND 3.0 FEET NORTH OF THE SOUTH END OF THE WEST CONCRETE
 LU1491'HEAD WALL OF 36-INCH PIPE CULVERT 44.05, 30 FEET WEST OF
 LU1491'THE CENTER LINE OF THE WEST LANES OF THE HIGHWAY, AND ABOUT 2
 LU1491'FEET LOWER THAN THE HIGHWAY.
 LU1491
 LU1491                          STATION RECOVERY (1988)
 LU1491
 LU1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1491'THERE IS A NEW CULVERT AT THIS LOCATION.
 LU1491
 LU1491                          STATION RECOVERY (1992)
 LU1491
 LU1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1491'27.9 KM (17.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LU1491'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LU1491'IN TOP OF AND 0.65 M (2.13 FT) NORTHWEST OF THE SOUTHEAST END OF A
 LU1491'CONCRETE HEADWALL OF A PIPE CULVERT, 24.8 M (81.4 FT) NORTHWEST OF
 LU1491'THE NORTHEAST LEG OF A HIGHWAY INFORMATION SIGN (HOLMES REDCREST NEXT
 LU1491'RIGHT), 8.5 M (27.9 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 LU1491'LANES OF THE HIGHWAY, 3.6 M (11.8 FT) SOUTHEAST OF MILEPOST 44.05,
 LU1491'AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0172 ***********************************************************************
 LV0172  DESIGNATION -  F 1089
 LV0172  PID         -  LV0172
 LV0172  STATE/COUNTY-  CA/HUMBOLDT
 LV0172  USGS QUAD   -  RODGERS PEAK (1966)
 LV0172
 LV0172                         *CURRENT SURVEY CONTROL
 LV0172  ___________________________________________________________________
 LV0172* NAD 83(1986)-  41 13 14.     (N)    124 06 04.     (W)     SCALED    
 LV0172* NAVD 88     -        18.331  (meters)      60.14   (feet)  POSTED    
 LV0172  ___________________________________________________________________
 LV0172  GEOID HEIGHT-         -29.59  (meters)                     GEOID09
 LV0172  DYNAMIC HT  -          18.32  (meters)      60.1   (feet)  COMP
 LV0172  MODELED GRAV-     980,231.2   (mgal)                       NAVD 88
 LV0172
 LV0172  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LV0172
 LV0172.The horizontal coordinates were scaled from a topographic map and have
 LV0172.an estimated accuracy of +/- 6 seconds.
 LV0172.
 LV0172.The orthometric height was determined by differential leveling
 LV0172.and adjusted by the  in 1992.
 LV0172
 LV0172.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LV0172.rate of 0.0 thru 1.0 mm/km.
 LV0172
 LV0172.The geoid height was determined by GEOID09.
 LV0172
 LV0172.The dynamic height is computed by dividing the NAVD 88
 LV0172.geopotential number by the normal gravity value computed on the
 LV0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0172.degrees latitude (g = 980.6199 gals.).
 LV0172
 LV0172.The modeled gravity was interpolated from observed gravity values.
 LV0172
 LV0172;                    North         East    Units  Estimated Accuracy
 LV0172;SPC CA 1     -   711,670.    1,823,850.      MT  (+/- 180 meters Scaled)
 LV0172
 LV0172                          SUPERSEDED SURVEY CONTROL
 LV0172
 LV0172  NGVD 29 (??/??/??)   17.290  (m)           56.73   (f) ADJUSTED    1 2
 LV0172
 LV0172.Superseded values are not recommended for survey control.
 LV0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0172.See file dsdata.txt to determine how the superseded data were derived.
 LV0172
 LV0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL077638(NAD 83)
 LV0172
 LV0172_MARKER: DB = BENCH MARK DISK
 LV0172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0172_SP_SET: CULVERT
 LV0172_STAMPING: F 1089 1967
 LV0172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0172
 LV0172  HISTORY     - Date     Condition        Report By
 LV0172  HISTORY     - 1967     MONUMENTED       CGS
 LV0172  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0172
 LV0172                          STATION DESCRIPTION
 LV0172
 LV0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0172'7.2 MI S FROM ORICK.
 LV0172'7.25 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0172'ORICK, 82 FEET WEST OF THE CENTER OF JUNCTION OF THE ENTRANCE
 LV0172'ROAD TO DRY LAGOON, IN THE TOP AND 0.8 FOOT WEST OF THE EAST
 LV0172'END OF THE SOUTH CONCRETE HEAD WALL OF CULVERT 113.96, 14 FEET
 LV0172'SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 1/2 FEET
 LV0172'LOWER THAN THE HIGHWAY.
 LV0172
 LV0172                          STATION RECOVERY (1988)
 LV0172
 LV0172'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0172'THERE IS A NEW STORM DRAIN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0090 ***********************************************************************
 LV0090  DESIGNATION -  F 1090
 LV0090  PID         -  LV0090
 LV0090  STATE/COUNTY-  CA/DEL NORTE
 LV0090  USGS QUAD   -  SISTER ROCKS (1966)
 LV0090
 LV0090                         *CURRENT SURVEY CONTROL
 LV0090  ___________________________________________________________________
 LV0090* NAD 83(1986)-  41 42 22.     (N)    124 07 48.     (W)     SCALED    
 LV0090* NAVD 88     -       305.657  (meters)    1002.81   (feet)  ADJUSTED  
 LV0090  ___________________________________________________________________
 LV0090  GEOID HEIGHT-         -28.50  (meters)                     GEOID09
 LV0090  DYNAMIC HT  -         305.545 (meters)    1002.44  (feet)  COMP
 LV0090  MODELED GRAV-     980,245.4   (mgal)                       NAVD 88
 LV0090
 LV0090  VERT ORDER  -  FIRST     CLASS II
 LV0090
 LV0090.The horizontal coordinates were scaled from a topographic map and have
 LV0090.an estimated accuracy of +/- 6 seconds.
 LV0090.
 LV0090.The orthometric height was determined by differential leveling and
 LV0090.adjusted in June 1991.
 LV0090
 LV0090.The geoid height was determined by GEOID09.
 LV0090
 LV0090.The dynamic height is computed by dividing the NAVD 88
 LV0090.geopotential number by the normal gravity value computed on the
 LV0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0090.degrees latitude (g = 980.6199 gals.).
 LV0090
 LV0090.The modeled gravity was interpolated from observed gravity values.
 LV0090
 LV0090;                    North         East    Units  Estimated Accuracy
 LV0090;SPC CA 1     -   765,630.    1,822,730.      MT  (+/- 180 meters Scaled)
 LV0090
 LV0090                          SUPERSEDED SURVEY CONTROL
 LV0090
 LV0090  NGVD 29 (12/02/92)  304.634  (m)          999.45   (f) ADJUSTED    1 2
 LV0090
 LV0090.Superseded values are not recommended for survey control.
 LV0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0090.See file dsdata.txt to determine how the superseded data were derived.
 LV0090
 LV0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM059177(NAD 83)
 LV0090
 LV0090_MARKER: DB = BENCH MARK DISK
 LV0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0090_SP_SET: CATCH BASIN
 LV0090_STAMPING: F 1090 1967
 LV0090_MARK LOGO: CGS   
 LV0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0090
 LV0090  HISTORY     - Date     Condition        Report By
 LV0090  HISTORY     - 1967     MONUMENTED       CGS
 LV0090  HISTORY     - 1988     GOOD             NGS
 LV0090
 LV0090                          STATION DESCRIPTION
 LV0090
 LV0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0090'5.2 MI S FROM CRESCENT CITY.
 LV0090'5.25 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0090'OF FRONT STREET AT CRESCENT CITY, 0.1 MILE NORTHWEST OF THE
 LV0090'CREST OF A RISE IN HIGHWAY, ACROSS THE HIGHWAY FROM THE
 LV0090'NORTHWEST END OF A TURNOUT, IN THE TOP OF THE SOUTHEAST
 LV0090'CONCRETE WALL OF CATCH BASIN 21.03, 23 FEET NORTHEAST OF THE
 LV0090'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET LOWER THAN
 LV0090'THE HIGHWAY.
 LV0090
 LV0090                          STATION RECOVERY (1988)
 LV0090
 LV0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0090'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0050 ***********************************************************************
 LV0050  DESIGNATION -  F 1091
 LV0050  PID         -  LV0050
 LV0050  STATE/COUNTY-  CA/DEL NORTE
 LV0050  USGS QUAD   -  FERN CANYON (1966)
 LV0050
 LV0050                         *CURRENT SURVEY CONTROL
 LV0050  ___________________________________________________________________
 LV0050* NAD 83(1986)-  41 29 49.     (N)    124 02 29.     (W)     SCALED    
 LV0050* NAVD 88     -        47.806  (meters)     156.84   (feet)  ADJUSTED  
 LV0050  ___________________________________________________________________
 LV0050  GEOID HEIGHT-         -28.81  (meters)                     GEOID09
 LV0050  DYNAMIC HT  -          47.788 (meters)     156.78  (feet)  COMP
 LV0050  MODELED GRAV-     980,241.0   (mgal)                       NAVD 88
 LV0050
 LV0050  VERT ORDER  -  FIRST     CLASS II
 LV0050
 LV0050.The horizontal coordinates were scaled from a topographic map and have
 LV0050.an estimated accuracy of +/- 6 seconds.
 LV0050.
 LV0050.The orthometric height was determined by differential leveling and
 LV0050.adjusted in June 1991.
 LV0050
 LV0050.The geoid height was determined by GEOID09.
 LV0050
 LV0050.The dynamic height is computed by dividing the NAVD 88
 LV0050.geopotential number by the normal gravity value computed on the
 LV0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0050.degrees latitude (g = 980.6199 gals.).
 LV0050
 LV0050.The modeled gravity was interpolated from observed gravity values.
 LV0050
 LV0050;                    North         East    Units  Estimated Accuracy
 LV0050;SPC CA 1     -   742,230.    1,829,570.      MT  (+/- 180 meters Scaled)
 LV0050
 LV0050                          SUPERSEDED SURVEY CONTROL
 LV0050
 LV0050  NGVD 29 (12/02/92)   46.741  (m)          153.35   (f) ADJUSTED    1 2
 LV0050
 LV0050.Superseded values are not recommended for survey control.
 LV0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0050.See file dsdata.txt to determine how the superseded data were derived.
 LV0050
 LV0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL130944(NAD 83)
 LV0050
 LV0050_MARKER: DB = BENCH MARK DISK
 LV0050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0050_SP_SET: CATCH BASIN
 LV0050_STAMPING: F 1091 1967
 LV0050_MARK LOGO: CGS   
 LV0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0050
 LV0050  HISTORY     - Date     Condition        Report By
 LV0050  HISTORY     - 1967     MONUMENTED       CGS
 LV0050  HISTORY     - 1988     GOOD             NGS
 LV0050
 LV0050                          STATION DESCRIPTION
 LV0050
 LV0050'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0050'16.2 MI N FROM ORICK.
 LV0050'16.2 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0050'ORICK, 0.1 MILE NORTH AND ACROSS THE HIGHWAY FROM A LARGE CONCRETE
 LV0050'SPILL WAY, IN THE TOP OF THE SOUTHWEST CONCRETE WALL OF A 4-BY
 LV0050'4-FOOT CONCRETE CATCH BASIN 2.56, 26 FEET NORTHWEST OF THE CENTER
 LV0050'LINE OF THE NORTHWEST LANES OF THE HIGHWAY, AND ABOUT 1 FOOT
 LV0050'LOWER THAN THE HIGHWAY.
 LV0050
 LV0050                          STATION RECOVERY (1988)
 LV0050
 LV0050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0351 ***********************************************************************
 LV0351  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0351  DESIGNATION -  F 735
 LV0351  PID         -  LV0351
 LV0351  STATE/COUNTY-  CA/HUMBOLDT
 LV0351  USGS QUAD   -  EUREKA (1972)
 LV0351
 LV0351                         *CURRENT SURVEY CONTROL
 LV0351  ___________________________________________________________________
 LV0351* NAD 83(1986)-  40 49 19.     (N)    124 10 35.     (W)     SCALED    
 LV0351* NAVD 88     -         5.096  (meters)      16.72   (feet)  ADJUSTED  
 LV0351  ___________________________________________________________________
 LV0351  GEOID HEIGHT-         -30.67  (meters)                     GEOID09
 LV0351  DYNAMIC HT  -           5.094 (meters)      16.71  (feet)  COMP
 LV0351  MODELED GRAV-     980,210.8   (mgal)                       NAVD 88
 LV0351
 LV0351  VERT ORDER  -  FIRST     CLASS II
 LV0351
 LV0351.The horizontal coordinates were scaled from a topographic map and have
 LV0351.an estimated accuracy of +/- 6 seconds.
 LV0351.
 LV0351.The orthometric height was determined by differential leveling and
 LV0351.adjusted in June 1991.
 LV0351
 LV0351.This Tidal Bench Mark is designated as VM 11963
 LV0351.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0351
 LV0351.The geoid height was determined by GEOID09.
 LV0351
 LV0351.The dynamic height is computed by dividing the NAVD 88
 LV0351.geopotential number by the normal gravity value computed on the
 LV0351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0351.degrees latitude (g = 980.6199 gals.).
 LV0351
 LV0351.The modeled gravity was interpolated from observed gravity values.
 LV0351
 LV0351;                    North         East    Units  Estimated Accuracy
 LV0351;SPC CA 1     -   667,570.    1,816,440.      MT  (+/- 180 meters Scaled)
 LV0351
 LV0351                          SUPERSEDED SURVEY CONTROL
 LV0351
 LV0351  NGVD 29 (12/02/92)    4.073  (m)           13.36   (f) ADJUSTED    1 2
 LV0351
 LV0351.Superseded values are not recommended for survey control.
 LV0351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0351.See file dsdata.txt to determine how the superseded data were derived.
 LV0351
 LV0351_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL007196(NAD 83)
 LV0351
 LV0351_MARKER: DB = BENCH MARK DISK
 LV0351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0351_SP_SET: CONCRETE POST
 LV0351_STAMPING: F 735 1944
 LV0351_MARK LOGO: CGS   
 LV0351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0351+STABILITY: SURFACE MOTION
 LV0351
 LV0351  HISTORY     - Date     Condition        Report By
 LV0351  HISTORY     - 1944     MONUMENTED       CGS
 LV0351  HISTORY     - 1967     GOOD             CGS
 LV0351  HISTORY     - 19880216 GOOD             NGS
 LV0351
 LV0351                          STATION DESCRIPTION
 LV0351
 LV0351'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0351'6.8 MI SW FROM ARCATA.
 LV0351'6.85 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION
 LV0351'OF H STREET AT ARCATA, ON THE INSIDE OF A CURVE, 0.3 MILE
 LV0351'NORTHEAST OF A SCHOOL, 0.1 MILE EAST OF THE JUNCTION OF A
 LV0351'PAVED ROAD SOUTH TO A SAW MILL, 24 FEET NORTH OF THE CENTER
 LV0351'LINE OF THE ROAD, 128 FEET WEST OF A POWER POLE WITH TWO GUY
 LV0351'WIRES, 3.0 FEET SOUTH OF A POINT DIRECTLY UNDER A CABLE LINE,
 LV0351'2.0 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 LV0351'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT
 LV0351'ABOVE THE GROUND.
 LV0351
 LV0351                          STATION RECOVERY (1988)
 LV0351
 LV0351'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0351'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.2 KM (6.35
 LV0351'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE JUNCTION WITH U.S.
 LV0351'HIGHWAY 101 IN ARCATA, THENCE 1.4 KM (0.85 MI) SOUTHWESTERLY ALONG
 LV0351'VANCE AVENUE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0197 ***********************************************************************
 LV0197  DESIGNATION -  F 74
 LV0197  PID         -  LV0197
 LV0197  STATE/COUNTY-  CA/HUMBOLDT
 LV0197  USGS QUAD   -  ORICK (1975)
 LV0197
 LV0197                         *CURRENT SURVEY CONTROL
 LV0197  ___________________________________________________________________
 LV0197* NAD 83(1986)-  41 21 50.     (N)    124 01 12.     (W)     SCALED    
 LV0197* NAVD 88     -        47.886  (meters)     157.11   (feet)  ADJUSTED  
 LV0197  ___________________________________________________________________
 LV0197  GEOID HEIGHT-         -29.02  (meters)                     GEOID09
 LV0197  DYNAMIC HT  -          47.867 (meters)     157.04  (feet)  COMP
 LV0197  MODELED GRAV-     980,226.1   (mgal)                       NAVD 88
 LV0197
 LV0197  VERT ORDER  -  FIRST     CLASS II
 LV0197
 LV0197.The horizontal coordinates were scaled from a topographic map and have
 LV0197.an estimated accuracy of +/- 6 seconds.
 LV0197.
 LV0197.The orthometric height was determined by differential leveling and
 LV0197.adjusted in June 1991.
 LV0197
 LV0197.WARNING-Repeat measurements at this control monument indicate possible
 LV0197.vertical movement.
 LV0197
 LV0197.The geoid height was determined by GEOID09.
 LV0197
 LV0197.The dynamic height is computed by dividing the NAVD 88
 LV0197.geopotential number by the normal gravity value computed on the
 LV0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0197.degrees latitude (g = 980.6199 gals.).
 LV0197
 LV0197.The modeled gravity was interpolated from observed gravity values.
 LV0197
 LV0197;                    North         East    Units  Estimated Accuracy
 LV0197;SPC CA 1     -   727,420.    1,831,010.      MT  (+/- 180 meters Scaled)
 LV0197
 LV0197                          SUPERSEDED SURVEY CONTROL
 LV0197
 LV0197  NGVD 29 (??/??/??)   46.842  (m)          153.68   (f) ADJUSTED    1 2
 LV0197
 LV0197.Superseded values are not recommended for survey control.
 LV0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0197.See file dsdata.txt to determine how the superseded data were derived.
 LV0197
 LV0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL146796(NAD 83)
 LV0197
 LV0197_MARKER: DB = BENCH MARK DISK
 LV0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0197_STAMPING: F 74 1930 152.992
 LV0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0197
 LV0197  HISTORY     - Date     Condition        Report By
 LV0197  HISTORY     - 1930     MONUMENTED       CGS
 LV0197  HISTORY     - 1967     GOOD             CGS
 LV0197
 LV0197                          STATION DESCRIPTION
 LV0197
 LV0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0197'6 MI N FROM ORICK.
 LV0197'5.95 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 LV0197'AT ORICK, 0.05 MILE NORTHEAST OF THE ENTRANCE TO PRAIRIE CREEK
 LV0197'PARK HEADQUARTERS, IN THE TOP AND 0.8 FOOT NORTHEAST OF THE
 LV0197'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF BRIDGE NO.
 LV0197'4-204 OVER BOYES CREEK, AT HIGHWAY MILEAGE 127.24, 15 FEET
 LV0197'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 LV0197'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0301 ***********************************************************************
 LV0301  DESIGNATION -  F 75 RESET
 LV0301  PID         -  LV0301
 LV0301  STATE/COUNTY-  CA/HUMBOLDT
 LV0301  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0301
 LV0301                         *CURRENT SURVEY CONTROL
 LV0301  ___________________________________________________________________
 LV0301* NAD 83(1986)-  40 52 06.     (N)    124 05 10.     (W)     SCALED    
 LV0301* NAVD 88     -        11.185  (meters)      36.70   (feet)  ADJUSTED  
 LV0301  ___________________________________________________________________
 LV0301  GEOID HEIGHT-         -30.21  (meters)                     GEOID09
 LV0301  DYNAMIC HT  -          11.181 (meters)      36.68  (feet)  COMP
 LV0301  MODELED GRAV-     980,207.9   (mgal)                       NAVD 88
 LV0301
 LV0301  VERT ORDER  -  FIRST     CLASS II
 LV0301
 LV0301.The horizontal coordinates were scaled from a topographic map and have
 LV0301.an estimated accuracy of +/- 6 seconds.
 LV0301.
 LV0301.The orthometric height was determined by differential leveling and
 LV0301.adjusted in June 1991.
 LV0301
 LV0301.The geoid height was determined by GEOID09.
 LV0301
 LV0301.The dynamic height is computed by dividing the NAVD 88
 LV0301.geopotential number by the normal gravity value computed on the
 LV0301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0301.degrees latitude (g = 980.6199 gals.).
 LV0301
 LV0301.The modeled gravity was interpolated from observed gravity values.
 LV0301
 LV0301;                    North         East    Units  Estimated Accuracy
 LV0301;SPC CA 1     -   672,540.    1,824,170.      MT  (+/- 180 meters Scaled)
 LV0301
 LV0301                          SUPERSEDED SURVEY CONTROL
 LV0301
 LV0301  NGVD 29 (12/02/92)   10.161  (m)           33.34   (f) ADJUSTED    1 2
 LV0301
 LV0301.Superseded values are not recommended for survey control.
 LV0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0301.See file dsdata.txt to determine how the superseded data were derived.
 LV0301
 LV0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL084247(NAD 83)
 LV0301
 LV0301_MARKER: DB = BENCH MARK DISK
 LV0301_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0301_SP_SET: RETAINING WALL
 LV0301_STAMPING: F 75 1931 RESET 1955
 LV0301_MARK LOGO: CGS   
 LV0301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0301+STABILITY: SURFACE MOTION
 LV0301
 LV0301  HISTORY     - Date     Condition        Report By
 LV0301  HISTORY     - 1955     MONUMENTED       CGS
 LV0301  HISTORY     - 1967     GOOD             CGS
 LV0301  HISTORY     - 19880216 GOOD             NGS
 LV0301
 LV0301                          STATION DESCRIPTION
 LV0301
 LV0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0301'AT ARCATA.
 LV0301'AT ARCATA, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 8TH
 LV0301'AND G STREET, AT THE NORTHWEST CORNER OF THE PARKING LOT FOR A
 LV0301'SERVICE STATION, BETWEEN A TELEPHONE BOOTH AND SEQUOIA
 LV0301'JEWELERS BUILDING, IN THE TOP OF THE NORTH END OF A CONCRETE
 LV0301'WALL WHICH PROJECTS 1.5 FEET ABOVE THE GROUND, 66 FEET WEST OF
 LV0301'THE WEST CURB OF G STREET, 9 FEET SOUTH OF THE SOUTH CURB OF
 LV0301'8TH STREET, AND ABOUT 1 FOOT HIGHER THAN THE 8TH STREET.
 LV0301
 LV0301                          STATION RECOVERY (1988)
 LV0301
 LV0301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0301'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0199 ***********************************************************************
 LV0199  DESIGNATION -  F 862
 LV0199  PID         -  LV0199
 LV0199  STATE/COUNTY-  CA/HUMBOLDT
 LV0199  USGS QUAD   -  ORICK (1975)
 LV0199
 LV0199                         *CURRENT SURVEY CONTROL
 LV0199  ___________________________________________________________________
 LV0199* NAD 83(1986)-  41 20 17.     (N)    124 01 53.     (W)     SCALED    
 LV0199* NAVD 88     -        19.972  (meters)      65.52   (feet)  ADJUSTED  
 LV0199  ___________________________________________________________________
 LV0199  GEOID HEIGHT-         -29.11  (meters)                     GEOID09
 LV0199  DYNAMIC HT  -          19.964 (meters)      65.50  (feet)  COMP
 LV0199  MODELED GRAV-     980,238.6   (mgal)                       NAVD 88
 LV0199
 LV0199  VERT ORDER  -  FIRST     CLASS II
 LV0199
 LV0199.The horizontal coordinates were scaled from a topographic map and have
 LV0199.an estimated accuracy of +/- 6 seconds.
 LV0199.
 LV0199.The orthometric height was determined by differential leveling and
 LV0199.adjusted in June 1991.
 LV0199
 LV0199.The geoid height was determined by GEOID09.
 LV0199
 LV0199.The dynamic height is computed by dividing the NAVD 88
 LV0199.geopotential number by the normal gravity value computed on the
 LV0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0199.degrees latitude (g = 980.6199 gals.).
 LV0199
 LV0199.The modeled gravity was interpolated from observed gravity values.
 LV0199
 LV0199;                    North         East    Units  Estimated Accuracy
 LV0199;SPC CA 1     -   724,570.    1,829,990.      MT  (+/- 180 meters Scaled)
 LV0199
 LV0199                          SUPERSEDED SURVEY CONTROL
 LV0199
 LV0199  NGVD 29 (??/??/??)   18.932  (m)           62.11   (f) ADJUSTED    1 2
 LV0199
 LV0199.Superseded values are not recommended for survey control.
 LV0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0199.See file dsdata.txt to determine how the superseded data were derived.
 LV0199
 LV0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL137767(NAD 83)
 LV0199
 LV0199_MARKER: DB = BENCH MARK DISK
 LV0199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0199_SP_SET: CULVERT
 LV0199_STAMPING: F 862 1949
 LV0199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0199
 LV0199  HISTORY     - Date     Condition        Report By
 LV0199  HISTORY     - 1949     MONUMENTED       CGS
 LV0199  HISTORY     - 1967     GOOD             CGS
 LV0199  HISTORY     - 1979     GOOD             CADT
 LV0199  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0199
 LV0199                          STATION DESCRIPTION
 LV0199
 LV0199'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0199'4 MI N FROM ORICK.
 LV0199'3.95 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0199'ORICK, IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD
 LV0199'WALL OF 3- BY 3-FOOT CONCRETE BOX CULVERT 125.23, 19 FEET
 LV0199'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET
 LV0199'LOWER THAN THE HIGHWAY.
 LV0199
 LV0199                          STATION RECOVERY (1979)
 LV0199
 LV0199'RECOVERY NOTE BY CALTRANS 1979
 LV0199'RECOVERED IN GOOD CONDITION.
 LV0199
 LV0199                          STATION RECOVERY (1988)
 LV0199
 LV0199'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0199'THERE IS A NEW CULVERT AT THIS LOCATION..
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1463 ***********************************************************************
 KT1463  DESIGNATION -  G 1082
 KT1463  PID         -  KT1463
 KT1463  STATE/COUNTY-  CA/MENDOCINO
 KT1463  USGS QUAD   -  TAN OAK PARK (1994)
 KT1463
 KT1463                         *CURRENT SURVEY CONTROL
 KT1463  ___________________________________________________________________
 KT1463* NAD 83(1986)-  39 45 12.     (N)    123 32 07.     (W)     SCALED    
 KT1463* NAVD 88     -       469.30   (+/-2cm)    1539.7    (feet)  VERTCON   
 KT1463  ___________________________________________________________________
 KT1463  GEOID HEIGHT-         -29.61  (meters)                     GEOID09
 KT1463  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1463
 KT1463.The horizontal coordinates were scaled from a topographic map and have
 KT1463.an estimated accuracy of +/- 6 seconds.
 KT1463.
 KT1463.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1463
 KT1463.The vertical order pertains to the NGVD 29 superseded value.
 KT1463
 KT1463.The geoid height was determined by GEOID09.
 KT1463
 KT1463;                    North         East    Units  Estimated Accuracy
 KT1463;SPC CA 2     -   732,750.    1,868,440.      MT  (+/- 180 meters Scaled)
 KT1463
 KT1463                          SUPERSEDED SURVEY CONTROL
 KT1463
 KT1463  NGVD 29 (??/??/92)  468.371  (m)         1536.65   (f) ADJ UNCH    1 2
 KT1463
 KT1463.Superseded values are not recommended for survey control.
 KT1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1463.See file dsdata.txt to determine how the superseded data were derived.
 KT1463
 KT1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK541005(NAD 83)
 KT1463
 KT1463_MARKER: DB = BENCH MARK DISK
 KT1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1463_STAMPING: G 1082
 KT1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1463+STABILITY: SURFACE MOTION
 KT1463
 KT1463  HISTORY     - Date     Condition        Report By
 KT1463  HISTORY     - UNK      MONUMENTED       CGS
 KT1463  HISTORY     - 1967     GOOD             CGS
 KT1463
 KT1463                          STATION DESCRIPTION
 KT1463
 KT1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1463'5.6 MI N FROM LAYTONVILLE.
 KT1463'5.65 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1463'LAYTONVILLE, ABOUT 0.15 MILE SOUTHEAST OF THE CREST OF A GRADE,
 KT1463'88 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 75
 KT1463'YARDS WEST AND ACROSS THE HIGHWAY FROM BENCH MARK D 103 (CDH), 30
 KT1463'FEET SOUTHEAST OF THE SOUTHWEST ONE OF TWO CONCRETE POST IN THE
 KT1463'FENCE LINE, 20 FEET NORTHEAST OF THE CENTER LINE OF THE FORMER
 KT1463'HIGHWAY, 30 FEET SOUTHWEST OF A FENCE, 1.3 FEET NORTHWEST OF A
 KT1463'WITNESS POST, ABOUT 12 FEET LOWER THAN THE HIGHWAY, ABOUT 8 FEET
 KT1463'HIGHER THAN THE FORMER HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KT1463'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0871 ***********************************************************************
 KT0871  DESIGNATION -  G 1083
 KT0871  PID         -  KT0871
 KT0871  STATE/COUNTY-  CA/MENDOCINO
 KT0871  USGS QUAD   -  LONGVALE (1994)
 KT0871
 KT0871                         *CURRENT SURVEY CONTROL
 KT0871  ___________________________________________________________________
 KT0871* NAD 83(1986)-  39 33 20.     (N)    123 25 13.     (W)     SCALED    
 KT0871* NAVD 88     -       357.66   (+/-2cm)    1173.4    (feet)  VERTCON   
 KT0871  ___________________________________________________________________
 KT0871  GEOID HEIGHT-         -29.56  (meters)                     GEOID09
 KT0871  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0871
 KT0871.The horizontal coordinates were scaled from a topographic map and have
 KT0871.an estimated accuracy of +/- 6 seconds.
 KT0871.
 KT0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0871
 KT0871.The vertical order pertains to the NGVD 29 superseded value.
 KT0871
 KT0871.The geoid height was determined by GEOID09.
 KT0871
 KT0871;                    North         East    Units  Estimated Accuracy
 KT0871;SPC CA 2     -   710,630.    1,877,950.      MT  (+/- 180 meters Scaled)
 KT0871
 KT0871                          SUPERSEDED SURVEY CONTROL
 KT0871
 KT0871  NGVD 29 (??/??/92)  356.721  (m)         1170.34   (f) ADJ UNCH    1 2
 KT0871
 KT0871.Superseded values are not recommended for survey control.
 KT0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0871.See file dsdata.txt to determine how the superseded data were derived.
 KT0871
 KT0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ638785(NAD 83)
 KT0871
 KT0871_MARKER: DB = BENCH MARK DISK
 KT0871_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 KT0871_SP_SET: 16 FT
 KT0871_STAMPING: G 1083 1967
 KT0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0871
 KT0871  HISTORY     - Date     Condition        Report By
 KT0871  HISTORY     - 1967     MONUMENTED       CGS
 KT0871
 KT0871                          STATION DESCRIPTION
 KT0871
 KT0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0871'AT LONGVALE.
 KT0871'AT LONGVALE, AT THE INTERSECTION OF DOS RIOS ROAD AND THE
 KT0871'NORTHWESTERN PACIFIC RAILROAD.  2 RAILS NORTHEAST OF THE
 KT0871'CENTER OF THE CROSSING, 39 FEET NORTHWEST OF THE NORTHWEST
 KT0871'RAIL, AT THE SOUTHWEST END OF A SIDING, 260 FEET NORTHEAST OF
 KT0871'BENCH MARK S 103 WHICH IS IN A BRIDGE, 22 FEET SOUTHEAST OF
 KT0871'THE CENTER LINE OF A DIRT ROAD NORTH, 1.0 FOOT NORTHEAST OF A
 KT0871'WITNESS POST, 39 FEET SOUTH OF A 24-INCH FIR TREE, A DISK ON
 KT0871'THE TOP OF A 5/8-INCH COPPER COATED ROD DRIVEN TO REFUSAL AT A
 KT0871'DEPTH OF 16 FEET.  THE UPPER PORTION OF THE ROD IS INCASED IN A
 KT0871'4-INCH STOVE PIPE PACKED WITH GRAVEL AND PROJECTING 0.3 FOOT
 KT0871'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1257 ***********************************************************************
 LU1257  DESIGNATION -  G 1084
 LU1257  PID         -  LU1257
 LU1257  STATE/COUNTY-  CA/HUMBOLDT
 LU1257  USGS QUAD   -  GARBERVILLE (1970)
 LU1257
 LU1257                         *CURRENT SURVEY CONTROL
 LU1257  ___________________________________________________________________
 LU1257* NAD 83(1986)-  40 06 21.     (N)    123 47 43.     (W)     SCALED    
 LU1257* NAVD 88     -       136.304  (meters)     447.19   (feet)  ADJUSTED  
 LU1257  ___________________________________________________________________
 LU1257  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 LU1257  DYNAMIC HT  -         136.230 (meters)     446.95  (feet)  COMP
 LU1257  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 LU1257
 LU1257  VERT ORDER  -  FIRST     CLASS II
 LU1257
 LU1257.The horizontal coordinates were scaled from a topographic map and have
 LU1257.an estimated accuracy of +/- 6 seconds.
 LU1257.
 LU1257.The orthometric height was determined by differential leveling and
 LU1257.adjusted in December 1992.
 LU1257
 LU1257.The geoid height was determined by GEOID09.
 LU1257
 LU1257.The dynamic height is computed by dividing the NAVD 88
 LU1257.geopotential number by the normal gravity value computed on the
 LU1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1257.degrees latitude (g = 980.6199 gals.).
 LU1257
 LU1257.The modeled gravity was interpolated from observed gravity values.
 LU1257
 LU1257;                    North         East    Units  Estimated Accuracy
 LU1257;SPC CA 1     -   587,350.    1,846,950.      MT  (+/- 180 meters Scaled)
 LU1257
 LU1257                          SUPERSEDED SURVEY CONTROL
 LU1257
 LU1257  NAVD 88 (06/15/91)  136.304  (m)          447.19   (f) UNKNOWN     1 2
 LU1257  NGVD 29 (12/02/92)  135.379  (m)          444.16   (f) ADJUSTED    1 2
 LU1257
 LU1257.Superseded values are not recommended for survey control.
 LU1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1257.See file dsdata.txt to determine how the superseded data were derived.
 LU1257
 LU1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK322398(NAD 83)
 LU1257
 LU1257_MARKER: DB = BENCH MARK DISK
 LU1257_SETTING: 66 = SET IN ROCK OUTCROP
 LU1257_SP_SET: BEDROCK
 LU1257_STAMPING: G 1084 1967
 LU1257_MARK LOGO: CGS   
 LU1257_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1257+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1257
 LU1257  HISTORY     - Date     Condition        Report By
 LU1257  HISTORY     - 1967     MONUMENTED       CGS
 LU1257  HISTORY     - 19880330 GOOD             NGS
 LU1257  HISTORY     - 19920729 GOOD             NGS
 LU1257
 LU1257                          STATION DESCRIPTION
 LU1257
 LU1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1257'0.4 MI N FROM GARBERVILLE.
 LU1257'0.45 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1257'GARBERVILLE, BETWEEN FREEWAY OVERPASS AND THE OLD BRIDGE OVER BEAR
 LU1257'CREEK, IN THE TOP OF A LOWER PORTION OF A MASSIVE SANDSTONE
 LU1257'OUTCROP, 24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 360 FEET
 LU1257'SOUTH OF THE SOUTH END OF BEAR CREEK BRIDGE AND BENCH MARK X
 LU1257'101 RESET 1963, 2.0 FEET SOUTH OF A WITNESS POST, AND ABOUT 4 1/2
 LU1257'FEET HIGHER THAN THE HIGHWAY.
 LU1257
 LU1257                          STATION RECOVERY (1988)
 LU1257
 LU1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1257'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 LU1257'CHANGE--U.S. HIGHWAY 101 TO REDWOOD DRIVE.
 LU1257
 LU1257                          STATION RECOVERY (1992)
 LU1257
 LU1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1257'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1257'OFFICE IN GARBERVILLE, THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG
 LU1257'REDWOOD DRIVE, IN THE LOWER PORTION OF A MASSIVE SANDSTONE OUTCROP,
 LU1257'109.7 M (359.9 FT) SOUTH OF THE SOUTH END OF A BRIDGE SPANNING BEAR
 LU1257'CREEK, 7.3 M (24.0 FT) EAST OF THE CENTERLINE OF THE DRIVE, 1.1 M
 LU1257'(3.6 FT) ABOVE THE LEVEL OF THE DRIVE, AND 0.6 M (2.0 FT) SOUTH OF A
 LU1257'WITNESS POST. NOTE--THE SANDSTONE ON THE WEST SIDE OF THE DISK HAS
 LU1257'DETERIORATED, BUT THE DISK IS STILL SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1294 ***********************************************************************
 LU1294  DESIGNATION -  G 1085
 LU1294  PID         -  LU1294
 LU1294  STATE/COUNTY-  CA/HUMBOLDT
 LU1294  USGS QUAD   -  MYERS FLAT (1969)
 LU1294
 LU1294                         *CURRENT SURVEY CONTROL
 LU1294  ___________________________________________________________________
 LU1294* NAD 83(1986)-  40 16 17.     (N)    123 51 53.     (W)     SCALED    
 LU1294* NAVD 88     -        72.385  (meters)     237.48   (feet)  ADJUSTED  
 LU1294  ___________________________________________________________________
 LU1294  GEOID HEIGHT-         -30.48  (meters)                     GEOID09
 LU1294  DYNAMIC HT  -          72.347 (meters)     237.36  (feet)  COMP
 LU1294  MODELED GRAV-     980,100.8   (mgal)                       NAVD 88
 LU1294
 LU1294  VERT ORDER  -  FIRST     CLASS II
 LU1294
 LU1294.The horizontal coordinates were scaled from a topographic map and have
 LU1294.an estimated accuracy of +/- 6 seconds.
 LU1294.
 LU1294.The orthometric height was determined by differential leveling and
 LU1294.adjusted in June 1991.
 LU1294
 LU1294.The geoid height was determined by GEOID09.
 LU1294
 LU1294.The dynamic height is computed by dividing the NAVD 88
 LU1294.geopotential number by the normal gravity value computed on the
 LU1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1294.degrees latitude (g = 980.6199 gals.).
 LU1294
 LU1294.The modeled gravity was interpolated from observed gravity values.
 LU1294
 LU1294;                    North         East    Units  Estimated Accuracy
 LU1294;SPC CA 1     -   605,850.    1,841,420.      MT  (+/- 180 meters Scaled)
 LU1294
 LU1294                          SUPERSEDED SURVEY CONTROL
 LU1294
 LU1294  NGVD 29 (12/02/92)   71.445  (m)          234.40   (f) ADJUSTED    1 2
 LU1294
 LU1294.Superseded values are not recommended for survey control.
 LU1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1294.See file dsdata.txt to determine how the superseded data were derived.
 LU1294
 LU1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK264582(NAD 83)
 LU1294
 LU1294_MARKER: DB = BENCH MARK DISK
 LU1294_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1294_SP_SET: HEADWALL
 LU1294_STAMPING: G 1085 1967
 LU1294_MARK LOGO: CGS   
 LU1294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1294+STABILITY: SURFACE MOTION
 LU1294
 LU1294  HISTORY     - Date     Condition        Report By
 LU1294  HISTORY     - 1967     MONUMENTED       CGS
 LU1294  HISTORY     - 1969     GOOD             USGS
 LU1294  HISTORY     - 1981     GOOD             CADT
 LU1294  HISTORY     - 19880325 GOOD             NGS
 LU1294  HISTORY     - 19920730 MARK NOT FOUND   NGS
 LU1294
 LU1294                          STATION DESCRIPTION
 LU1294
 LU1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1294'5.4 MI N FROM MIRANDA.
 LU1294'5.35 MILES NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1294'HIGH SCHOOL AT MIRANDA, 0.3 MILE SOUTH OF THE ENTRANCE TO HIDDEN
 LU1294'SPRINGS CAMP GROUND, IN THE TOP AND 0.7 FOOT NORTH OF THE SOUTH
 LU1294'END OF THE CONCRETE HEAD WALL OF 10-INCH PIPE CULVERT C 25+00,
 LU1294'ROAD MILEAGE 11.88.  35 FEET WEST OF THE CENTER LINE OF THE
 LU1294'AVENUE, AND ABOUT LEVEL WITH THE AVENUE.
 LU1294
 LU1294                          STATION RECOVERY (1969)
 LU1294
 LU1294'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LU1294'RECOVERED IN GOOD CONDITION.
 LU1294
 LU1294                          STATION RECOVERY (1981)
 LU1294
 LU1294'RECOVERY NOTE BY CALTRANS 1981
 LU1294'IT IS 0.3 MILE NORTH, NOT SOUTH, OF THE ENTRANCE TO HIDDEN SPRINGS
 LU1294'CAMP GROUND.
 LU1294
 LU1294                          STATION RECOVERY (1988)
 LU1294
 LU1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1294'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.5 KM (6.50
 LU1294'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1294'GARBERVILLE, THENCE 18.7 KM (11.60 MI) NORTHERLY ALONG THE AVENUE OF
 LU1294'THE GIANTS.
 LU1294
 LU1294                          STATION RECOVERY (1992)
 LU1294
 LU1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1294'THE HEADWALL HAS BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0429 ***********************************************************************
 LV0429  DESIGNATION -  G 1086
 LV0429  PID         -  LV0429
 LV0429  STATE/COUNTY-  CA/HUMBOLDT
 LV0429  USGS QUAD   -  SCOTIA (1970)
 LV0429
 LV0429                         *CURRENT SURVEY CONTROL
 LV0429  ___________________________________________________________________
 LV0429* NAD 83(1986)-  40 26 24.     (N)    124 01 34.     (W)     SCALED    
 LV0429* NAVD 88     -        50.919  (meters)     167.06   (feet)  ADJUSTED  
 LV0429  ___________________________________________________________________
 LV0429  GEOID HEIGHT-         -30.63  (meters)                     GEOID09
 LV0429  DYNAMIC HT  -          50.894 (meters)     166.97  (feet)  COMP
 LV0429  MODELED GRAV-     980,124.0   (mgal)                       NAVD 88
 LV0429
 LV0429  VERT ORDER  -  FIRST     CLASS II
 LV0429
 LV0429.The horizontal coordinates were scaled from a topographic map and have
 LV0429.an estimated accuracy of +/- 6 seconds.
 LV0429.
 LV0429.The orthometric height was determined by differential leveling and
 LV0429.adjusted in December 1992.
 LV0429
 LV0429.The geoid height was determined by GEOID09.
 LV0429
 LV0429.The dynamic height is computed by dividing the NAVD 88
 LV0429.geopotential number by the normal gravity value computed on the
 LV0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0429.degrees latitude (g = 980.6199 gals.).
 LV0429
 LV0429.The modeled gravity was interpolated from observed gravity values.
 LV0429
 LV0429;                    North         East    Units  Estimated Accuracy
 LV0429;SPC CA 1     -   624,870.    1,828,130.      MT  (+/- 180 meters Scaled)
 LV0429
 LV0429                          SUPERSEDED SURVEY CONTROL
 LV0429
 LV0429  NAVD 88 (06/15/91)   50.961  (m)          167.19   (f) UNKNOWN     1 2
 LV0429  NGVD 29 (12/02/92)   49.951  (m)          163.88   (f) ADJUSTED    1 2
 LV0429
 LV0429.Superseded values are not recommended for survey control.
 LV0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0429.See file dsdata.txt to determine how the superseded data were derived.
 LV0429
 LV0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK129771(NAD 83)
 LV0429
 LV0429_MARKER: DB = BENCH MARK DISK
 LV0429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0429_SP_SET: BRIDGE GUARDRAIL
 LV0429_STAMPING: G 1086 1967
 LV0429_MARK LOGO: CGS   
 LV0429_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0429+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0429
 LV0429  HISTORY     - Date     Condition        Report By
 LV0429  HISTORY     - 1967     MONUMENTED       CGS
 LV0429  HISTORY     - 19880227 GOOD             NGS
 LV0429  HISTORY     - 19920728 GOOD             NGS
 LV0429
 LV0429                          STATION DESCRIPTION
 LV0429
 LV0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0429'6.2 MI S FROM SCOTIA.
 LV0429'6.15 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE SOUTH END OF
 LV0429'THE EEL RIVER BRIDGE AT SCOTIA, IN THE TOP AND 1.0 FOOT EAST OF
 LV0429'THE WEST END OF THE NORTH CONCRETE GUARDRAIL OF GREENLOW CREEK
 LV0429'BRIDGE, 21 FEET NORTH OF THE CENTER LINE OF THE NORTH LANES OF
 LV0429'THE HIGHWAY, AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
 LV0429
 LV0429                          STATION RECOVERY (1988)
 LV0429
 LV0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0429'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.4 KM (15.80
 LV0429'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LV0429'FORTUNA.
 LV0429
 LV0429                          STATION RECOVERY (1992)
 LV0429
 LV0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0429'25.4 KM (15.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0429'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0429'IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE NORTH
 LV0429'CONCRETE BRIDGE RAIL OF A HIGHWAY BRIDGE SPANNING GREENLOW CREEK, 6.4
 LV0429'M (21.0 FT) NORTH OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LV0429'HIGHWAY, AND 1.1 M (3.6 FT)  ABOVE THE LEVEL OF THE HIGHWAY.
 LV0429'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0249 ***********************************************************************
 LV0249  DESIGNATION -  G 1087
 LV0249  PID         -  LV0249
 LV0249  STATE/COUNTY-  CA/HUMBOLDT
 LV0249  USGS QUAD   -  FIELDS LANDING (1972)
 LV0249
 LV0249                         *CURRENT SURVEY CONTROL
 LV0249  ___________________________________________________________________
 LV0249* NAD 83(1986)-  40 39 10.     (N)    124 12 40.     (W)     SCALED    
 LV0249* NAVD 88     -        87.13   (+/-2cm)     285.9    (feet)  VERTCON   
 LV0249  ___________________________________________________________________
 LV0249  GEOID HEIGHT-         -31.07  (meters)                     GEOID09
 LV0249  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0249
 LV0249.The horizontal coordinates were scaled from a topographic map and have
 LV0249.an estimated accuracy of +/- 6 seconds.
 LV0249.
 LV0249.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0249
 LV0249.The vertical order pertains to the NGVD 29 superseded value.
 LV0249
 LV0249.The geoid height was determined by GEOID09.
 LV0249
 LV0249;                    North         East    Units  Estimated Accuracy
 LV0249;SPC CA 1     -   648,870.    1,813,030.      MT  (+/- 180 meters Scaled)
 LV0249
 LV0249                          SUPERSEDED SURVEY CONTROL
 LV0249
 LV0249  NGVD 29 (??/??/??)   86.141  (m)          282.61   (f) ADJUSTED    1 2
 LV0249
 LV0249.Superseded values are not recommended for survey control.
 LV0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0249.See file dsdata.txt to determine how the superseded data were derived.
 LV0249
 LV0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL976009(NAD 83)
 LV0249
 LV0249_MARKER: DB = BENCH MARK DISK
 LV0249_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0249_SP_SET: BASIN
 LV0249_STAMPING: G 1087 1967
 LV0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0249
 LV0249  HISTORY     - Date     Condition        Report By
 LV0249  HISTORY     - 1967     MONUMENTED       CGS
 LV0249
 LV0249                          STATION DESCRIPTION
 LV0249
 LV0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0249'5.1 MI N FROM FORTUNA.
 LV0249'5.1 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FORTUNA OVERPASS
 LV0249'AT FORTUNA, IN THE TOP OF THE CENTER OF THE NORTH CONCRETE WALL
 LV0249'OF 3- BY 4-FOOT CONCRETE CATCH BASIN 66.76 WITH A WOODEN COVER,
 LV0249'BETWEEN THE LANES OF THE HIGHWAY, 25 FEET WEST OF THE CENTER LINE
 LV0249'OF THE EAST LANES, 22 FEET EAST OF THE CENTER LINE OF THE WEST
 LV0249'LANES, ABOUT 40 FEET NORTH OF THE EXTENDED CENTER LINE OF A
 LV0249'PAVED ROAD NORTHWEST, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0173 ***********************************************************************
 LV0173  DESIGNATION -  G 1089
 LV0173  PID         -  LV0173
 LV0173  STATE/COUNTY-  CA/HUMBOLDT
 LV0173  USGS QUAD   -  RODGERS PEAK (1966)
 LV0173
 LV0173                         *CURRENT SURVEY CONTROL
 LV0173  ___________________________________________________________________
 LV0173* NAD 83(1986)-  41 13 30.     (N)    124 05 19.     (W)     SCALED    
 LV0173* NAVD 88     -        11.425  (meters)      37.48   (feet)  POSTED    
 LV0173  ___________________________________________________________________
 LV0173  GEOID HEIGHT-         -29.52  (meters)                     GEOID09
 LV0173  DYNAMIC HT  -          11.42  (meters)      37.5   (feet)  COMP
 LV0173  MODELED GRAV-     980,228.6   (mgal)                       NAVD 88
 LV0173
 LV0173  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LV0173
 LV0173.The horizontal coordinates were scaled from a topographic map and have
 LV0173.an estimated accuracy of +/- 6 seconds.
 LV0173.
 LV0173.The orthometric height was determined by differential leveling
 LV0173.and adjusted by the  in 1992.
 LV0173
 LV0173.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LV0173.rate of 0.0 thru 1.0 mm/km.
 LV0173
 LV0173.The geoid height was determined by GEOID09.
 LV0173
 LV0173.The dynamic height is computed by dividing the NAVD 88
 LV0173.geopotential number by the normal gravity value computed on the
 LV0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0173.degrees latitude (g = 980.6199 gals.).
 LV0173
 LV0173.The modeled gravity was interpolated from observed gravity values.
 LV0173
 LV0173;                    North         East    Units  Estimated Accuracy
 LV0173;SPC CA 1     -   712,140.    1,824,900.      MT  (+/- 180 meters Scaled)
 LV0173
 LV0173                          SUPERSEDED SURVEY CONTROL
 LV0173
 LV0173  NGVD 29 (??/??/??)   10.382  (m)           34.06   (f) ADJUSTED    1 2
 LV0173
 LV0173.Superseded values are not recommended for survey control.
 LV0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0173.See file dsdata.txt to determine how the superseded data were derived.
 LV0173
 LV0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL087643(NAD 83)
 LV0173
 LV0173_MARKER: DB = BENCH MARK DISK
 LV0173_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0173_SP_SET: CULVERT
 LV0173_STAMPING: G 1089 1967
 LV0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0173
 LV0173  HISTORY     - Date     Condition        Report By
 LV0173  HISTORY     - 1967     MONUMENTED       CGS
 LV0173  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0173
 LV0173                          STATION DESCRIPTION
 LV0173
 LV0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0173'6.5 MI S FROM ORICK.
 LV0173'6.5 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE OFFICE AT ORICK,
 LV0173'0.2 MILE NORTHEAST OF BRIDGE OVER MC DONALD CREEK, 120 FEET
 LV0173'SOUTH OF THE CENTER OF THE JUNCTION OF A DRIVEWAY SOUTHEAST TO A
 LV0173'RANCHHOUSE, IN THE TOP AND 0.5 FOOT SOUTHEAST OF THE NORTHWEST
 LV0173'END OF THE SOUTHEAST CONCRETE WING WALL OF 4- BY 10-FOOT CONCRETE
 LV0173'BOX CULVERT 114.71 OVER A SMALL CREEK, 17 FEET SOUTHEAST OF THE
 LV0173'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0173
 LV0173                          STATION RECOVERY (1988)
 LV0173
 LV0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0173'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0088 ***********************************************************************
 LV0088  DESIGNATION -  G 1090
 LV0088  PID         -  LV0088
 LV0088  STATE/COUNTY-  CA/DEL NORTE
 LV0088  USGS QUAD   -  CHILDS HILL (1975)
 LV0088
 LV0088                         *CURRENT SURVEY CONTROL
 LV0088  ___________________________________________________________________
 LV0088* NAD 83(1986)-  41 42 14.     (N)    124 07 26.     (W)     SCALED    
 LV0088* NAVD 88     -       314.924  (meters)    1033.21   (feet)  ADJUSTED  
 LV0088  ___________________________________________________________________
 LV0088  GEOID HEIGHT-         -28.47  (meters)                     GEOID09
 LV0088  DYNAMIC HT  -         314.807 (meters)    1032.83  (feet)  COMP
 LV0088  MODELED GRAV-     980,241.5   (mgal)                       NAVD 88
 LV0088
 LV0088  VERT ORDER  -  FIRST     CLASS II
 LV0088
 LV0088.The horizontal coordinates were scaled from a topographic map and have
 LV0088.an estimated accuracy of +/- 6 seconds.
 LV0088.
 LV0088.The orthometric height was determined by differential leveling and
 LV0088.adjusted in June 1991.
 LV0088
 LV0088.The geoid height was determined by GEOID09.
 LV0088
 LV0088.The dynamic height is computed by dividing the NAVD 88
 LV0088.geopotential number by the normal gravity value computed on the
 LV0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0088.degrees latitude (g = 980.6199 gals.).
 LV0088
 LV0088.The modeled gravity was interpolated from observed gravity values.
 LV0088
 LV0088;                    North         East    Units  Estimated Accuracy
 LV0088;SPC CA 1     -   765,380.    1,823,240.      MT  (+/- 180 meters Scaled)
 LV0088
 LV0088                          SUPERSEDED SURVEY CONTROL
 LV0088
 LV0088  NGVD 29 (12/02/92)  313.899  (m)         1029.85   (f) ADJUSTED    1 2
 LV0088
 LV0088.Superseded values are not recommended for survey control.
 LV0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0088.See file dsdata.txt to determine how the superseded data were derived.
 LV0088
 LV0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM064175(NAD 83)
 LV0088
 LV0088_MARKER: DB = BENCH MARK DISK
 LV0088_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0088_SP_SET: CATCH BASIN
 LV0088_STAMPING: G 1090 1967
 LV0088_MARK LOGO: CGS   
 LV0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0088
 LV0088  HISTORY     - Date     Condition        Report By
 LV0088  HISTORY     - 1967     MONUMENTED       CGS
 LV0088  HISTORY     - 1988     GOOD             NGS
 LV0088
 LV0088                          STATION DESCRIPTION
 LV0088
 LV0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0088'5.8 MI S FROM CRESCENT CITY.
 LV0088'5.75 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0088'OF FRONT STREET AT CRESCENT CITY, 0.15 MILE SOUTH OF THE SUMMIT
 LV0088'OF A GRADE, IN THE TOP OF THE SOUTHEAST CONCRETE WALL OF CATCH
 LV0088'BASIN 20.55, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LV0088'HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 LV0088
 LV0088                          STATION RECOVERY (1988)
 LV0088
 LV0088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0208 ***********************************************************************
 LV0208  DESIGNATION -  G 1091
 LV0208  PID         -  LV0208
 LV0208  STATE/COUNTY-  CA/DEL NORTE
 LV0208  USGS QUAD   -  FERN CANYON (1966)
 LV0208
 LV0208                         *CURRENT SURVEY CONTROL
 LV0208  ___________________________________________________________________
 LV0208* NAD 83(1986)-  41 29 22.     (N)    124 02 54.     (W)     SCALED    
 LV0208* NAVD 88     -        99.100  (meters)     325.13   (feet)  POSTED    
 LV0208  ___________________________________________________________________
 LV0208  GEOID HEIGHT-         -28.87  (meters)                     GEOID09
 LV0208  DYNAMIC HT  -          99.06  (meters)     325.0   (feet)  COMP
 LV0208  MODELED GRAV-     980,237.8   (mgal)                       NAVD 88
 LV0208
 LV0208  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 LV0208
 LV0208.The horizontal coordinates were scaled from a topographic map and have
 LV0208.an estimated accuracy of +/- 6 seconds.
 LV0208.
 LV0208.The orthometric height was determined by differential leveling
 LV0208.and adjusted by the  in 1992.
 LV0208
 LV0208.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 LV0208.rate of 2.1 thru 3.0 mm/km.
 LV0208
 LV0208.The geoid height was determined by GEOID09.
 LV0208
 LV0208.The dynamic height is computed by dividing the NAVD 88
 LV0208.geopotential number by the normal gravity value computed on the
 LV0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0208.degrees latitude (g = 980.6199 gals.).
 LV0208
 LV0208.The modeled gravity was interpolated from observed gravity values.
 LV0208
 LV0208;                    North         East    Units  Estimated Accuracy
 LV0208;SPC CA 1     -   741,420.    1,828,970.      MT  (+/- 180 meters Scaled)
 LV0208
 LV0208                          SUPERSEDED SURVEY CONTROL
 LV0208
 LV0208  NGVD 29 (??/??/??)   98.060  (m)          321.72   (f) ADJUSTED    1 2
 LV0208
 LV0208.Superseded values are not recommended for survey control.
 LV0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0208.See file dsdata.txt to determine how the superseded data were derived.
 LV0208
 LV0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL124936(NAD 83)
 LV0208
 LV0208_MARKER: DB = BENCH MARK DISK
 LV0208_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0208_SP_SET: CATCH BASIN
 LV0208_STAMPING: G 1091 1967
 LV0208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0208
 LV0208  HISTORY     - Date     Condition        Report By
 LV0208  HISTORY     - 1967     MONUMENTED       CGS
 LV0208
 LV0208                          STATION DESCRIPTION
 LV0208
 LV0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0208'15.5 MI N FROM ORICK.
 LV0208'15.5 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0208'ORICK, IN THE TOP OF THE SOUTHWEST CONCRETE WALL OF 4- BY 4-FOOT
 LV0208'CONCRETE CATCH BASIN 1.89, 22 FEET SOUTHEAST OF THE CENTER LINE
 LV0208'OF THE SOUTHEAST LANES OF THE HIGHWAY, AND ABOUT LEVEL WITH
 LV0208'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0349 ***********************************************************************
 LV0349  DESIGNATION -  G 735
 LV0349  PID         -  LV0349
 LV0349  STATE/COUNTY-  CA/HUMBOLDT
 LV0349  USGS QUAD   -  EUREKA (1972)
 LV0349
 LV0349                         *CURRENT SURVEY CONTROL
 LV0349  ___________________________________________________________________
 LV0349* NAD 83(1986)-  40 50 16.     (N)    124 10 15.     (W)     SCALED    
 LV0349* NAVD 88     -         5.23   (+/-2cm)      17.2    (feet)  VERTCON   
 LV0349  ___________________________________________________________________
 LV0349  GEOID HEIGHT-         -30.63  (meters)                     GEOID09
 LV0349  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0349
 LV0349.The horizontal coordinates were scaled from a topographic map and have
 LV0349.an estimated accuracy of +/- 6 seconds.
 LV0349.
 LV0349.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0349
 LV0349.The vertical order pertains to the NGVD 29 superseded value.
 LV0349
 LV0349.The geoid height was determined by GEOID09.
 LV0349
 LV0349;                    North         East    Units  Estimated Accuracy
 LV0349;SPC CA 1     -   669,320.    1,816,950.      MT  (+/- 180 meters Scaled)
 LV0349
 LV0349                          SUPERSEDED SURVEY CONTROL
 LV0349
 LV0349  NGVD 29 (??/??/??)    4.208  (m)           13.81   (f) ADJUSTED    1 2
 LV0349
 LV0349.Superseded values are not recommended for survey control.
 LV0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0349.See file dsdata.txt to determine how the superseded data were derived.
 LV0349
 LV0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL012214(NAD 83)
 LV0349
 LV0349_MARKER: DB = BENCH MARK DISK
 LV0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0349_STAMPING: G 735 1944
 LV0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0349+STABILITY: SURFACE MOTION
 LV0349
 LV0349  HISTORY     - Date     Condition        Report By
 LV0349  HISTORY     - 1944     MONUMENTED       CGS
 LV0349  HISTORY     - 1967     GOOD             CGS
 LV0349  HISTORY     - 19880714 MARK NOT FOUND   NGS
 LV0349
 LV0349                          STATION DESCRIPTION
 LV0349
 LV0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0349'5.6 MI SW FROM ARCATA.
 LV0349'5.6 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION
 LV0349'OF H STREET AT ARCATA, THENCE 0.05 MILE NORTH ALONG A PORTION
 LV0349'OF THE FORMER SAMOA ROAD, ON A LOW SANDY CUT BANK, 19 FEET
 LV0349'EAST OF THE CENTER LINE OF THE ROAD, 37 FEET EAST AND ACROSS
 LV0349'THE ROAD FROM A POWER POLE BEARING A TRANSFORMER, 4.0 FEET
 LV0349'WEST OF A FENCE, 1.0 FOOT EAST OF A WITNESS POST, ABOUT 1 FOOT
 LV0349'HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 LV0349'FLUSH WITH THE GROUND.
 LV0349
 LV0349                          STATION RECOVERY (1988)
 LV0349
 LV0349'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0200 ***********************************************************************
 LV0200  DESIGNATION -  G 74
 LV0200  PID         -  LV0200
 LV0200  STATE/COUNTY-  CA/HUMBOLDT
 LV0200  USGS QUAD   -  ORICK (1975)
 LV0200
 LV0200                         *CURRENT SURVEY CONTROL
 LV0200  ___________________________________________________________________
 LV0200* NAD 83(1986)-  41 19 52.     (N)    124 01 48.     (W)     SCALED    
 LV0200* NAVD 88     -        20.578  (meters)      67.51   (feet)  ADJUSTED  
 LV0200  ___________________________________________________________________
 LV0200  GEOID HEIGHT-         -29.11  (meters)                     GEOID09
 LV0200  DYNAMIC HT  -          20.570 (meters)      67.49  (feet)  COMP
 LV0200  MODELED GRAV-     980,237.9   (mgal)                       NAVD 88
 LV0200
 LV0200  VERT ORDER  -  FIRST     CLASS II
 LV0200
 LV0200.The horizontal coordinates were scaled from a topographic map and have
 LV0200.an estimated accuracy of +/- 6 seconds.
 LV0200.
 LV0200.The orthometric height was determined by differential leveling and
 LV0200.adjusted in June 1991.
 LV0200
 LV0200.WARNING-Repeat measurements at this control monument indicate possible
 LV0200.vertical movement.
 LV0200
 LV0200.The geoid height was determined by GEOID09.
 LV0200
 LV0200.The dynamic height is computed by dividing the NAVD 88
 LV0200.geopotential number by the normal gravity value computed on the
 LV0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0200.degrees latitude (g = 980.6199 gals.).
 LV0200
 LV0200.The modeled gravity was interpolated from observed gravity values.
 LV0200
 LV0200;                    North         East    Units  Estimated Accuracy
 LV0200;SPC CA 1     -   723,800.    1,830,090.      MT  (+/- 180 meters Scaled)
 LV0200
 LV0200                          SUPERSEDED SURVEY CONTROL
 LV0200
 LV0200  NGVD 29 (??/??/??)   19.538  (m)           64.10   (f) ADJUSTED    1 2
 LV0200
 LV0200.Superseded values are not recommended for survey control.
 LV0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0200.See file dsdata.txt to determine how the superseded data were derived.
 LV0200
 LV0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL138760(NAD 83)
 LV0200
 LV0200_MARKER: DB = BENCH MARK DISK
 LV0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0200_SP_SET: CURB
 LV0200_STAMPING: G 74 1930 63.550
 LV0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0200
 LV0200  HISTORY     - Date     Condition        Report By
 LV0200  HISTORY     - 1930     MONUMENTED       CGS
 LV0200  HISTORY     - 1967     GOOD             CGS
 LV0200  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0200
 LV0200                          STATION DESCRIPTION
 LV0200
 LV0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0200'3.4 MI N FROM ORICK.
 LV0200'3.45 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0200'ORICK, 0.1 MILE SOUTH OF A STATE FISH HATCHERY, IN THE TOP OF THE
 LV0200'SOUTH END OF THE WEST CONCRETE CURB OF BRIDGE NO. 4-30 OVER LOST
 LV0200'MAN CREEK, AT HIGHWAY MILEAGE 124.71, 11 FEET WEST OF THE CENTER
 LV0200'LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 LV0200
 LV0200                          STATION RECOVERY (1988)
 LV0200
 LV0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0200'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0298 ***********************************************************************
 LV0298  DESIGNATION -  G 75 RESET
 LV0298  PID         -  LV0298
 LV0298  STATE/COUNTY-  CA/HUMBOLDT
 LV0298  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0298
 LV0298                         *CURRENT SURVEY CONTROL
 LV0298  ___________________________________________________________________
 LV0298* NAD 83(1986)-  40 50 36.     (N)    124 04 53.     (W)     SCALED    
 LV0298* NAVD 88     -         3.736  (meters)      12.26   (feet)  ADJUSTED  
 LV0298  ___________________________________________________________________
 LV0298  GEOID HEIGHT-         -30.22  (meters)                     GEOID09
 LV0298  DYNAMIC HT  -           3.734 (meters)      12.25  (feet)  COMP
 LV0298  MODELED GRAV-     980,208.4   (mgal)                       NAVD 88
 LV0298
 LV0298  VERT ORDER  -  FIRST     CLASS II
 LV0298
 LV0298.The horizontal coordinates were scaled from a topographic map and have
 LV0298.an estimated accuracy of +/- 6 seconds.
 LV0298.
 LV0298.The orthometric height was determined by differential leveling and
 LV0298.adjusted in June 1991.
 LV0298
 LV0298.The geoid height was determined by GEOID09.
 LV0298
 LV0298.The dynamic height is computed by dividing the NAVD 88
 LV0298.geopotential number by the normal gravity value computed on the
 LV0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0298.degrees latitude (g = 980.6199 gals.).
 LV0298
 LV0298.The modeled gravity was interpolated from observed gravity values.
 LV0298
 LV0298;                    North         East    Units  Estimated Accuracy
 LV0298;SPC CA 1     -   669,750.    1,824,500.      MT  (+/- 180 meters Scaled)
 LV0298
 LV0298                          SUPERSEDED SURVEY CONTROL
 LV0298
 LV0298  NGVD 29 (12/02/92)    2.716  (m)            8.91   (f) ADJUSTED    1 2
 LV0298
 LV0298.Superseded values are not recommended for survey control.
 LV0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0298.See file dsdata.txt to determine how the superseded data were derived.
 LV0298
 LV0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL088219(NAD 83)
 LV0298
 LV0298_MARKER: DB = BENCH MARK DISK
 LV0298_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0298_SP_SET: BRIDGE GUARDRAIL
 LV0298_STAMPING: G 75 1931 RESET 1954
 LV0298_MARK LOGO: CGS   
 LV0298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0298
 LV0298  HISTORY     - Date     Condition        Report By
 LV0298  HISTORY     - 1954     MONUMENTED       CADH
 LV0298  HISTORY     - 1967     GOOD             CGS
 LV0298  HISTORY     - 1975     GOOD             NGS
 LV0298  HISTORY     - 1978     GOOD             NGS
 LV0298  HISTORY     - 19880220 GOOD             NGS
 LV0298
 LV0298                          STATION DESCRIPTION
 LV0298
 LV0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0298'1.3 MI S FROM ARCATA.
 LV0298'1.3 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM FOURTH STREET
 LV0298'OVERPASS AT ARCATA, AT HIGHWAY MILEAGE 84.50, IN THE TOP OF THE
 LV0298'NORTH END OF THE WEST CONCRETE GUARDRAIL OF THE EAST ONE OF
 LV0298'TWO BRIDGES OVER JACOBY CREEK, 17 FEET WEST OF THE CENTER LINE
 LV0298'OF THE EAST LANES OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER
 LV0298'THAN THE HIGHWAY.
 LV0298
 LV0298                          STATION RECOVERY (1975)
 LV0298
 LV0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LV0298'RECOVERED IN GOOD CONDITION.
 LV0298
 LV0298                          STATION RECOVERY (1978)
 LV0298
 LV0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LV0298'RECOVERED IN GOOD CONDITION.
 LV0298
 LV0298                          STATION RECOVERY (1988)
 LV0298
 LV0298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1465 ***********************************************************************
 KT1465  DESIGNATION -  GAGING STATION USGS
 KT1465  PID         -  KT1465
 KT1465  STATE/COUNTY-  CA/MENDOCINO
 KT1465  USGS QUAD   -  TAN OAK PARK (1994)
 KT1465
 KT1465                         *CURRENT SURVEY CONTROL
 KT1465  ___________________________________________________________________
 KT1465* NAD 83(1986)-  39 45 51.     (N)    123 32 33.     (W)     SCALED    
 KT1465* NAVD 88     -       445.87   (+/-2cm)    1462.8    (feet)  VERTCON   
 KT1465  ___________________________________________________________________
 KT1465  GEOID HEIGHT-         -29.62  (meters)                     GEOID09
 KT1465  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1465
 KT1465.The horizontal coordinates were scaled from a topographic map and have
 KT1465.an estimated accuracy of +/- 6 seconds.
 KT1465.
 KT1465.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1465
 KT1465.The vertical order pertains to the NGVD 29 superseded value.
 KT1465
 KT1465.The geoid height was determined by GEOID09.
 KT1465
 KT1465;                    North         East    Units  Estimated Accuracy
 KT1465;SPC CA 2     -   733,960.    1,867,840.      MT  (+/- 180 meters Scaled)
 KT1465
 KT1465                          SUPERSEDED SURVEY CONTROL
 KT1465
 KT1465  NGVD 29 (??/??/92)  444.937  (m)         1459.76   (f) ADJ UNCH    1 2
 KT1465
 KT1465.Superseded values are not recommended for survey control.
 KT1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1465.See file dsdata.txt to determine how the superseded data were derived.
 KT1465
 KT1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK535017(NAD 83)
 KT1465
 KT1465_MARKER: DD = SURVEY DISK
 KT1465_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1465_SP_SET: CONCRETE ANCHOR
 KT1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1465
 KT1465  HISTORY     - Date     Condition        Report By
 KT1465  HISTORY     - UNK      MONUMENTED       USGS
 KT1465  HISTORY     - 1967     GOOD             CGS
 KT1465
 KT1465                          STATION DESCRIPTION
 KT1465
 KT1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1465'6.4 MI N FROM LAYTONVILLE.
 KT1465'6.45 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1465'LAYTONVILLE, IN THE TOP OF A CONCRETE ANCHOR FOR TRAMWAY CROSSING
 KT1465'TO WEST SIDE OF TENMILE CREEK, 30 FEET SOUTHWEST OF THE CENTER
 KT1465'LINE OF THE HIGHWAY, 65 YARDS SOUTHEAST OF 3- BY 4-FOOT CONCRETE
 KT1465'CATCH BASIN 75.84, 2 1/2 FEET NORTHEAST OF A CABLE RING, AND
 KT1465'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1256 ***********************************************************************
 LU1256  DESIGNATION -  GARBERVILLE RM 1
 LU1256  PID         -  LU1256
 LU1256  STATE/COUNTY-  CA/HUMBOLDT
 LU1256  USGS QUAD   -  GARBERVILLE (1970)
 LU1256
 LU1256                         *CURRENT SURVEY CONTROL
 LU1256  ___________________________________________________________________
 LU1256* NAD 83(1986)-  40 05 59.     (N)    123 47 40.     (W)     SCALED    
 LU1256* NAVD 88     -       163.21   (+/-2cm)     535.5    (feet)  VERTCON   
 LU1256  ___________________________________________________________________
 LU1256  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 LU1256  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1256
 LU1256.The horizontal coordinates were scaled from a topographic map and have
 LU1256.an estimated accuracy of +/- 6 seconds.
 LU1256.
 LU1256.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1256
 LU1256.The vertical order pertains to the NGVD 29 superseded value.
 LU1256
 LU1256.The geoid height was determined by GEOID09.
 LU1256
 LU1256;                    North         East    Units  Estimated Accuracy
 LU1256;SPC CA 1     -   586,670.    1,847,000.      MT  (+/- 180 meters Scaled)
 LU1256
 LU1256                          SUPERSEDED SURVEY CONTROL
 LU1256
 LU1256  NGVD 29 (??/??/92)  162.292  (m)          532.45   (f) ADJ UNCH    1 2
 LU1256
 LU1256.Superseded values are not recommended for survey control.
 LU1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1256.See file dsdata.txt to determine how the superseded data were derived.
 LU1256
 LU1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK322391(NAD 83)
 LU1256
 LU1256_MARKER: DR = REFERENCE MARK DISK
 LU1256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1256_SP_SET: SIDEWALK
 LU1256_STAMPING: GARBERVILLE NO 1 1935
 LU1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1256
 LU1256  HISTORY     - Date     Condition        Report By
 LU1256  HISTORY     - 1935     MONUMENTED       CGS
 LU1256  HISTORY     - 1967     GOOD             CGS
 LU1256  HISTORY     - 19880417 MARK NOT FOUND   NGS
 LU1256
 LU1256                          STATION DESCRIPTION
 LU1256
 LU1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1256'AT GARBERVILLE.
 LU1256'AT GARBERVILLE, AT THE INTERSECTION OF U.S. HIGHWAY 101 AND CHURCH
 LU1256'STREET, IN THE TOP OF THE SIDEWALK EAST AND ACROSS THE HIGHWAY FROM
 LU1256'THE ENTRANCE TO A THEATER, 4.0 FEET EAST OF THE EAST CURB OF THE
 LU1256'HIGHWAY, 103 FEET NORTH OF THE NORTH CURB OF THE STREET, 4.0 FEET
 LU1256'NORTHEAST OF PARKING METER NO. 80.
 LU1256
 LU1256                          STATION RECOVERY (1988)
 LU1256
 LU1256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1256'THERE IS A LARGE CONCRETE PLANTER AT THIS LOCATION.  THE MARK MAY
 LU1256'STILL BE IN PLACE UNDERNEATH.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1291 ***********************************************************************
 LU1291  DESIGNATION -  H 101
 LU1291  PID         -  LU1291
 LU1291  STATE/COUNTY-  CA/HUMBOLDT
 LU1291  USGS QUAD   -  MYERS FLAT (1969)
 LU1291
 LU1291                         *CURRENT SURVEY CONTROL
 LU1291  ___________________________________________________________________
 LU1291* NAD 83(1986)-  40 16 29.     (N)    123 51 02.     (W)     SCALED    
 LU1291* NAVD 88     -        69.904  (meters)     229.34   (feet)  ADJUSTED  
 LU1291  ___________________________________________________________________
 LU1291  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU1291  DYNAMIC HT  -          69.867 (meters)     229.22  (feet)  COMP
 LU1291  MODELED GRAV-     980,097.5   (mgal)                       NAVD 88
 LU1291
 LU1291  VERT ORDER  -  FIRST     CLASS II
 LU1291
 LU1291.The horizontal coordinates were scaled from a topographic map and have
 LU1291.an estimated accuracy of +/- 6 seconds.
 LU1291.
 LU1291.The orthometric height was determined by differential leveling and
 LU1291.adjusted in December 1992.
 LU1291
 LU1291.The geoid height was determined by GEOID09.
 LU1291
 LU1291.The dynamic height is computed by dividing the NAVD 88
 LU1291.geopotential number by the normal gravity value computed on the
 LU1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1291.degrees latitude (g = 980.6199 gals.).
 LU1291
 LU1291.The modeled gravity was interpolated from observed gravity values.
 LU1291
 LU1291;                    North         East    Units  Estimated Accuracy
 LU1291;SPC CA 1     -   606,190.    1,842,630.      MT  (+/- 180 meters Scaled)
 LU1291
 LU1291                          SUPERSEDED SURVEY CONTROL
 LU1291
 LU1291  NAVD 88 (06/15/91)   69.913  (m)          229.37   (f) UNKNOWN     1 2
 LU1291  NGVD 29 (12/02/92)   68.966  (m)          226.27   (f) ADJUSTED    1 2
 LU1291
 LU1291.Superseded values are not recommended for survey control.
 LU1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1291.See file dsdata.txt to determine how the superseded data were derived.
 LU1291
 LU1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK276585(NAD 83)
 LU1291
 LU1291_MARKER: DB = BENCH MARK DISK
 LU1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1291_SP_SET: CONCRETE POST
 LU1291_STAMPING: H 101 1931 228.143
 LU1291_MARK LOGO: CGS   
 LU1291_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1291+STABILITY: SURFACE MOTION
 LU1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1291+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1291
 LU1291  HISTORY     - Date     Condition        Report By
 LU1291  HISTORY     - 1931     MONUMENTED       CGS
 LU1291  HISTORY     - 1967     GOOD             CGS
 LU1291  HISTORY     - 19880325 GOOD             NGS
 LU1291  HISTORY     - 19920729 GOOD             NGS
 LU1291
 LU1291                          STATION DESCRIPTION
 LU1291
 LU1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1291'3.7 MI N FROM MIRANDA.
 LU1291'3.7 MILES NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1291'HIGH SCHOOL AT MIRANDA, 0.3 MILE SOUTHEAST OF THE JUNCTION OF
 LU1291'A ROAD EAST TO EEL ROCK, 25 FEET NORTHEAST OF THE CENTER LINE OF
 LU1291'THE AVENUE, 30 FEET EAST OF THE NORTHEAST END OF A 48-INCH PIPE
 LU1291'CULVERT, 6 FEET SOUTHEAST OF A FIR TREE, 1.2 FEET NORTHWEST OF A
 LU1291'WITNESS POST, ABOUT 8 FEET HIGHER THAN THE AVENUE, AND SET IN THE
 LU1291'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LU1291
 LU1291                          STATION RECOVERY (1988)
 LU1291
 LU1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1291'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.4 KM (15.80
 LU1291'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1291'GARBERVILLE, THENCE 16.0 KM (9.95 MI) NORTHERLY ALONG THE AVENUE OF
 LU1291'THE GIANTS.
 LU1291
 LU1291                          STATION RECOVERY (1992)
 LU1291
 LU1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1291'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1291'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1291'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1291'101, THENCE 16.6 KM (10.30 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1291'GIANTS, 0.5 KM (0.30 MI) SOUTHEAST OF THE INTERSECTION OF A ROAD
 LU1291'LEADING EAST TO EEL ROCK, 9.1 M (29.9 FT) EAST OF THE NORTHEAST END
 LU1291'OF A PIPE CULVERT, 8.3 M (27.2 FT) NORTH OF UTILITY POLE NUMBER 5,
 LU1291'7.6 M (24.9 FT) NORTHEAST OF THE CENTERLINE OF THE AVENUE, 2.4 M
 LU1291'(7.9 FT) ABOVE THE LEVEL OF THE AVENUE, 1.8 M (5.9 FT) SOUTHEAST OF
 LU1291'AN EVERGREEN TREE, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, AND
 LU1291'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1519 ***********************************************************************
 KT1519  DESIGNATION -  H 102
 KT1519  PID         -  KT1519
 KT1519  STATE/COUNTY-  CA/MENDOCINO
 KT1519  USGS QUAD   -  PIERCY (1994)
 KT1519
 KT1519                         *CURRENT SURVEY CONTROL
 KT1519  ___________________________________________________________________
 KT1519* NAD 83(1986)-  39 58 37.     (N)    123 48 06.     (W)     SCALED    
 KT1519* NAVD 88     -       163.550  (meters)     536.58   (feet)  ADJUSTED  
 KT1519  ___________________________________________________________________
 KT1519  GEOID HEIGHT-         -30.35  (meters)                     GEOID09
 KT1519  DYNAMIC HT  -         163.463 (meters)     536.29  (feet)  COMP
 KT1519  MODELED GRAV-     980,090.7   (mgal)                       NAVD 88
 KT1519
 KT1519  VERT ORDER  -  FIRST     CLASS II
 KT1519
 KT1519.The horizontal coordinates were scaled from a topographic map and have
 KT1519.an estimated accuracy of +/- 6 seconds.
 KT1519.
 KT1519.The orthometric height was determined by differential leveling and
 KT1519.adjusted in June 1991.
 KT1519
 KT1519.The geoid height was determined by GEOID09.
 KT1519
 KT1519.The dynamic height is computed by dividing the NAVD 88
 KT1519.geopotential number by the normal gravity value computed on the
 KT1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1519.degrees latitude (g = 980.6199 gals.).
 KT1519
 KT1519.The modeled gravity was interpolated from observed gravity values.
 KT1519
 KT1519;                    North         East    Units  Estimated Accuracy
 KT1519;SPC CA 2     -   757,990.    1,846,100.      MT  (+/- 180 meters Scaled)
 KT1519
 KT1519                          SUPERSEDED SURVEY CONTROL
 KT1519
 KT1519  NGVD 29 (12/02/92)  162.636  (m)          533.58   (f) ADJUSTED    1 2
 KT1519
 KT1519.Superseded values are not recommended for survey control.
 KT1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1519.See file dsdata.txt to determine how the superseded data were derived.
 KT1519
 KT1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK315255(NAD 83)
 KT1519
 KT1519_MARKER: DB = BENCH MARK DISK
 KT1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1519_SP_SET: CONCRETE POST
 KT1519_STAMPING: H 102 1931
 KT1519_MARK LOGO: CADH  
 KT1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1519+STABILITY: SURFACE MOTION
 KT1519
 KT1519  HISTORY     - Date     Condition        Report By
 KT1519  HISTORY     - 1931     MONUMENTED       CADH
 KT1519  HISTORY     - 1967     GOOD             CGS
 KT1519  HISTORY     - 1972     GOOD             USGS
 KT1519  HISTORY     - 19880401 GOOD             NGS
 KT1519
 KT1519                          STATION DESCRIPTION
 KT1519
 KT1519'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1519'AT PIERCY.
 KT1519'AT PIERCY, ALONG U.S. HIGHWAY 101, 162 FEET SOUTH OF THE POST
 KT1519'OFFICE BUILDING, 44 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 KT1519'20 FEET EAST OF THE EAST END OF 18-INCH PIPE CULVERT 105.38, 11
 KT1519'FEET WEST-SOUTHWEST OF A 36-INCH FIR TREE, 0.6 FOOT WEST OF A
 KT1519'WITNESS POST, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND SET IN
 KT1519'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KT1519
 KT1519                          STATION RECOVERY (1972)
 KT1519
 KT1519'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1519'RECOVERED IN GOOD CONDITION.
 KT1519
 KT1519                          STATION RECOVERY (1988)
 KT1519
 KT1519'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1519'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.2 KM (8.80
 KT1519'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 KT1519'GARBERVILLE, THENCE 3.9 KM (2.40 MI) SOUTHWESTERLY ALONG STATE
 KT1519'HIGHWAY 271.  ADD--19.5 M (64.0 FT) SOUTH-SOUTHEAST OF UTILITY POLE
 KT1519'NUMBER 1135204.  CHANGE--CULVERT NUMBER 105.38 TO 20.51.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1464 ***********************************************************************
 KT1464  DESIGNATION -  H 1082
 KT1464  PID         -  KT1464
 KT1464  STATE/COUNTY-  CA/MENDOCINO
 KT1464  USGS QUAD   -  TAN OAK PARK (1994)
 KT1464
 KT1464                         *CURRENT SURVEY CONTROL
 KT1464  ___________________________________________________________________
 KT1464* NAD 83(1986)-  39 45 37.     (N)    123 32 21.     (W)     SCALED    
 KT1464* NAVD 88     -       465.29   (+/-2cm)    1526.5    (feet)  VERTCON   
 KT1464  ___________________________________________________________________
 KT1464  GEOID HEIGHT-         -29.61  (meters)                     GEOID09
 KT1464  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1464
 KT1464.The horizontal coordinates were scaled from a topographic map and have
 KT1464.an estimated accuracy of +/- 6 seconds.
 KT1464.
 KT1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1464
 KT1464.The vertical order pertains to the NGVD 29 superseded value.
 KT1464
 KT1464.The geoid height was determined by GEOID09.
 KT1464
 KT1464;                    North         East    Units  Estimated Accuracy
 KT1464;SPC CA 2     -   733,530.    1,868,120.      MT  (+/- 180 meters Scaled)
 KT1464
 KT1464                          SUPERSEDED SURVEY CONTROL
 KT1464
 KT1464  NGVD 29 (??/??/92)  464.361  (m)         1523.49   (f) ADJ UNCH    1 2
 KT1464
 KT1464.Superseded values are not recommended for survey control.
 KT1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1464.See file dsdata.txt to determine how the superseded data were derived.
 KT1464
 KT1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK538012(NAD 83)
 KT1464
 KT1464_MARKER: DB = BENCH MARK DISK
 KT1464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1464_SP_SET: CULVERT
 KT1464_STAMPING: H 1082 1967
 KT1464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1464
 KT1464  HISTORY     - Date     Condition        Report By
 KT1464  HISTORY     - 1967     MONUMENTED       CGS
 KT1464
 KT1464                          STATION DESCRIPTION
 KT1464
 KT1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1464'6.2 MI N FROM LAYTONVILLE.
 KT1464'6.15 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1464'LAYTONVILLE, 0.1 MILE SOUTHEAST OF THE CROSSING OF STEEP CREEK
 KT1464'AND THE JUNCTION OF A DIRT ROAD WEST, IN THE TOP AND 0.9 FOOT
 KT1464'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD
 KT1464'WALL OF 18-INCH PIPE CULVERT 75.56, 17 FEET NORTHEAST OF THE
 KT1464'CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE
 KT1464'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1503 ***********************************************************************
 KT1503  DESIGNATION -  H 1083
 KT1503  PID         -  KT1503
 KT1503  STATE/COUNTY-  CA/MENDOCINO
 KT1503  USGS QUAD   -  NOBLE BUTTE (1994)
 KT1503
 KT1503                         *CURRENT SURVEY CONTROL
 KT1503  ___________________________________________________________________
 KT1503* NAD 83(1986)-  39 54 10.     (N)    123 45 03.     (W)     SCALED    
 KT1503* NAVD 88     -       219.737  (meters)     720.92   (feet)  ADJUSTED  
 KT1503  ___________________________________________________________________
 KT1503  GEOID HEIGHT-         -30.15  (meters)                     GEOID09
 KT1503  DYNAMIC HT  -         219.618 (meters)     720.53  (feet)  COMP
 KT1503  MODELED GRAV-     980,079.1   (mgal)                       NAVD 88
 KT1503
 KT1503  VERT ORDER  -  FIRST     CLASS II
 KT1503
 KT1503.The horizontal coordinates were scaled from a topographic map and have
 KT1503.an estimated accuracy of +/- 6 seconds.
 KT1503.
 KT1503.The orthometric height was determined by differential leveling and
 KT1503.adjusted in June 1991.
 KT1503
 KT1503.The geoid height was determined by GEOID09.
 KT1503
 KT1503.The dynamic height is computed by dividing the NAVD 88
 KT1503.geopotential number by the normal gravity value computed on the
 KT1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1503.degrees latitude (g = 980.6199 gals.).
 KT1503
 KT1503.The modeled gravity was interpolated from observed gravity values.
 KT1503
 KT1503;                    North         East    Units  Estimated Accuracy
 KT1503;SPC CA 2     -   749,670.    1,850,290.      MT  (+/- 180 meters Scaled)
 KT1503
 KT1503                          SUPERSEDED SURVEY CONTROL
 KT1503
 KT1503  NGVD 29 (12/02/92)  218.823  (m)          717.92   (f) ADJUSTED    1 2
 KT1503
 KT1503.Superseded values are not recommended for survey control.
 KT1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1503.See file dsdata.txt to determine how the superseded data were derived.
 KT1503
 KT1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK358172(NAD 83)
 KT1503
 KT1503_MARKER: DB = BENCH MARK DISK
 KT1503_SETTING: 66 = SET IN ROCK OUTCROP
 KT1503_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1503_STAMPING: H 1083 1967
 KT1503_MARK LOGO: CGS   
 KT1503_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1503+STABILITY: POSITION/ELEVATION WELL
 KT1503
 KT1503  HISTORY     - Date     Condition        Report By
 KT1503  HISTORY     - 1967     MONUMENTED       CGS
 KT1503  HISTORY     - 19880404 GOOD             NGS
 KT1503
 KT1503                          STATION DESCRIPTION
 KT1503
 KT1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1503'4.6 MI N FROM LEGGETT.
 KT1503'4.65 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1503'AT LEGGETT, SET VERTICALLY IN THE NORTHWEST FACE OF A LARGE
 KT1503'OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE THE GROUND, 20 FEET
 KT1503'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 86 FEET SOUTHWEST
 KT1503'OF 18-INCH PIPE CULVERT 97.02, 47 FEET NORTHEAST OF HIGHWAY
 KT1503'MILEAGE MARKER 97.00, ACROSS THE HIGHWAY FROM A PULLOUT AREA,
 KT1503'AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 KT1503
 KT1503                          STATION RECOVERY (1988)
 KT1503
 KT1503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1503'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.6 KM (4.70
 KT1503'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 KT1503'HIGHWAY 1 IN LEGGETT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1260 ***********************************************************************
 LU1260  DESIGNATION -  H 1084
 LU1260  PID         -  LU1260
 LU1260  STATE/COUNTY-  CA/HUMBOLDT
 LU1260  USGS QUAD   -  GARBERVILLE (1970)
 LU1260
 LU1260                         *CURRENT SURVEY CONTROL
 LU1260  ___________________________________________________________________
 LU1260* NAD 83(1986)-  40 06 47.     (N)    123 47 39.     (W)     SCALED    
 LU1260* NAVD 88     -       112.44   (+/-2cm)     368.9    (feet)  VERTCON   
 LU1260  ___________________________________________________________________
 LU1260  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 LU1260  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1260
 LU1260.The horizontal coordinates were scaled from a topographic map and have
 LU1260.an estimated accuracy of +/- 6 seconds.
 LU1260.
 LU1260.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1260
 LU1260.The vertical order pertains to the NGVD 29 superseded value.
 LU1260
 LU1260.The geoid height was determined by GEOID09.
 LU1260
 LU1260;                    North         East    Units  Estimated Accuracy
 LU1260;SPC CA 1     -   588,150.    1,847,060.      MT  (+/- 180 meters Scaled)
 LU1260
 LU1260                          SUPERSEDED SURVEY CONTROL
 LU1260
 LU1260  NGVD 29 (??/??/92)  111.513  (m)          365.86   (f) ADJ UNCH    1 2
 LU1260
 LU1260.Superseded values are not recommended for survey control.
 LU1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1260.See file dsdata.txt to determine how the superseded data were derived.
 LU1260
 LU1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK323406(NAD 83)
 LU1260
 LU1260_MARKER: DB = BENCH MARK DISK
 LU1260_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1260_SP_SET: HEADWALL
 LU1260_STAMPING: H 1084 1967
 LU1260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1260
 LU1260  HISTORY     - Date     Condition        Report By
 LU1260  HISTORY     - 1967     MONUMENTED       CGS
 LU1260  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LU1260
 LU1260                          STATION DESCRIPTION
 LU1260
 LU1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1260'1 MI N FROM GARBERVILLE.
 LU1260'0.95 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1260'GARBERVILLE, NEAR THE NORTH END OF A PULLOUT AREA ON THE EAST
 LU1260'SIDE OF THE HIGHWAY, IN THE TOP AND 0.7 FOOT SOUTH OF THE NORTH
 LU1260'END OF THE EAST CONCRETE HEAD WALL OF SIPHON B 48+02, 20 FEET
 LU1260'EAST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET NORTH OF A WATCH
 LU1260'FOR ROCKS SIGN, AND ABOUT LEVEL WITH THE HIGHWAY.
 LU1260
 LU1260                          STATION RECOVERY (1988)
 LU1260
 LU1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1260'THERE IS NO LONGER A CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1295 ***********************************************************************
 LU1295  DESIGNATION -  H 1085
 LU1295  PID         -  LU1295
 LU1295  STATE/COUNTY-  CA/HUMBOLDT
 LU1295  USGS QUAD   -  MYERS FLAT (1969)
 LU1295
 LU1295                         *CURRENT SURVEY CONTROL
 LU1295  ___________________________________________________________________
 LU1295* NAD 83(1986)-  40 16 00.     (N)    123 52 10.     (W)     SCALED    
 LU1295* NAVD 88     -        62.867  (meters)     206.26   (feet)  ADJUSTED  
 LU1295  ___________________________________________________________________
 LU1295  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 LU1295  DYNAMIC HT  -          62.833 (meters)     206.14  (feet)  COMP
 LU1295  MODELED GRAV-     980,098.2   (mgal)                       NAVD 88
 LU1295
 LU1295  VERT ORDER  -  FIRST     CLASS II
 LU1295
 LU1295.The horizontal coordinates were scaled from a topographic map and have
 LU1295.an estimated accuracy of +/- 6 seconds.
 LU1295.
 LU1295.The orthometric height was determined by differential leveling and
 LU1295.adjusted in December 1992.
 LU1295
 LU1295.The geoid height was determined by GEOID09.
 LU1295
 LU1295.The dynamic height is computed by dividing the NAVD 88
 LU1295.geopotential number by the normal gravity value computed on the
 LU1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1295.degrees latitude (g = 980.6199 gals.).
 LU1295
 LU1295.The modeled gravity was interpolated from observed gravity values.
 LU1295
 LU1295;                    North         East    Units  Estimated Accuracy
 LU1295;SPC CA 1     -   605,330.    1,841,010.      MT  (+/- 180 meters Scaled)
 LU1295
 LU1295                          SUPERSEDED SURVEY CONTROL
 LU1295
 LU1295  NAVD 88 (06/15/91)   62.867  (m)          206.26   (f) UNKNOWN     1 2
 LU1295  NGVD 29 (12/02/92)   61.926  (m)          203.17   (f) ADJUSTED    1 2
 LU1295
 LU1295.Superseded values are not recommended for survey control.
 LU1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1295.See file dsdata.txt to determine how the superseded data were derived.
 LU1295
 LU1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK260577(NAD 83)
 LU1295
 LU1295_MARKER: DB = BENCH MARK DISK
 LU1295_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1295_SP_SET: PIER
 LU1295_STAMPING: H 1085 1967
 LU1295_MARK LOGO: CGS   
 LU1295_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1295+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 LU1295
 LU1295  HISTORY     - Date     Condition        Report By
 LU1295  HISTORY     - 1967     MONUMENTED       CGS
 LU1295  HISTORY     - 1981     GOOD             CADT
 LU1295  HISTORY     - 19880325 GOOD             NGS
 LU1295  HISTORY     - 19920730 GOOD             NGS
 LU1295  HISTORY     - 20021029 GOOD             CADPR
 LU1295
 LU1295                          STATION DESCRIPTION
 LU1295
 LU1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1295'5.8 MI N FROM MIRANDA.
 LU1295'5.8 MILES NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1295'HIGH SCHOOL AT MIRANDA, AT THE SOUTHEAST EDGE OF MYERS FLAT, SET
 LU1295'VERTICALLY IN THE NORTHWEST FACE OF THE NORTHEAST ONE OF FOUR
 LU1295'CONCRETE PIERS FOR THE FREEWAY OVERPASS, 24 FEET SOUTHEAST OF
 LU1295'THE CENTER LINE OF THE AVENUE, AND ABOUT 3 FEET HIGHER THAN THE
 LU1295'AVENUE.
 LU1295
 LU1295                          STATION RECOVERY (1981)
 LU1295
 LU1295'RECOVERY NOTE BY CALTRANS 1981
 LU1295'AT POST MILE 12.29 ON STATE ROUTE 254, IN A PIER FOR THE STATE ROUTE
 LU1295'101 OVERPASS BRIDGE NO. 4-124.
 LU1295
 LU1295                          STATION RECOVERY (1988)
 LU1295
 LU1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1295'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.4 KM (15.80
 LU1295'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1295'GARBERVILLE.
 LU1295
 LU1295                          STATION RECOVERY (1992)
 LU1295
 LU1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1295'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1295'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1295'REDWOOD DRIVE, THENCE 26.6 KM (16.50 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1295'101, SET VERTICALLY IN THE NORTHWEST FACE OF THE MOST NORTHEASTERLY
 LU1295'CONCRETE COLUMN OF THE FIRST PIER NORTHWEST OF THE SOUTHEAST ABUTMENT
 LU1295'OF THE HIGHWAY OVERPASS OF STATE HIGHWAY 254 (AVENUE OF THE GIANTS),
 LU1295'7.3 M (24.0 FT) SOUTHEAST OF THE CENTERLINE OF THE STATE HIGHWAY, AND
 LU1295'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 LU1295
 LU1295                          STATION RECOVERY (2002)
 LU1295
 LU1295'RECOVERY NOTE BY CA DEPT PARKS REC 2002 (DBK)
 LU1295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0430 ***********************************************************************
 LV0430  DESIGNATION -  H 1086
 LV0430  PID         -  LV0430
 LV0430  STATE/COUNTY-  CA/HUMBOLDT
 LV0430  USGS QUAD   -  SCOTIA (1970)
 LV0430
 LV0430                         *CURRENT SURVEY CONTROL
 LV0430  ___________________________________________________________________
 LV0430* NAD 83(1986)-  40 26 28.     (N)    124 02 15.     (W)     SCALED    
 LV0430* NAVD 88     -        46.932  (meters)     153.98   (feet)  ADJUSTED  
 LV0430  ___________________________________________________________________
 LV0430  GEOID HEIGHT-         -30.65  (meters)                     GEOID09
 LV0430  DYNAMIC HT  -          46.909 (meters)     153.90  (feet)  COMP
 LV0430  MODELED GRAV-     980,135.8   (mgal)                       NAVD 88
 LV0430
 LV0430  VERT ORDER  -  FIRST     CLASS II
 LV0430
 LV0430.The horizontal coordinates were scaled from a topographic map and have
 LV0430.an estimated accuracy of +/- 6 seconds.
 LV0430.
 LV0430.The orthometric height was determined by differential leveling and
 LV0430.adjusted in December 1992.
 LV0430
 LV0430.The geoid height was determined by GEOID09.
 LV0430
 LV0430.The dynamic height is computed by dividing the NAVD 88
 LV0430.geopotential number by the normal gravity value computed on the
 LV0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0430.degrees latitude (g = 980.6199 gals.).
 LV0430
 LV0430.The modeled gravity was interpolated from observed gravity values.
 LV0430
 LV0430;                    North         East    Units  Estimated Accuracy
 LV0430;SPC CA 1     -   625,010.    1,827,160.      MT  (+/- 180 meters Scaled)
 LV0430
 LV0430                          SUPERSEDED SURVEY CONTROL
 LV0430
 LV0430  NAVD 88 (06/15/91)   46.982  (m)          154.14   (f) UNKNOWN     1 2
 LV0430  NGVD 29 (12/02/92)   45.964  (m)          150.80   (f) ADJUSTED    1 2
 LV0430
 LV0430.Superseded values are not recommended for survey control.
 LV0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0430.See file dsdata.txt to determine how the superseded data were derived.
 LV0430
 LV0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK120772(NAD 83)
 LV0430
 LV0430_MARKER: DB = BENCH MARK DISK
 LV0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0430_SP_SET: BRIDGE GUARDRAIL
 LV0430_STAMPING: H 1086 1967
 LV0430_MARK LOGO: CGS   
 LV0430_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0430+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0430
 LV0430  HISTORY     - Date     Condition        Report By
 LV0430  HISTORY     - 1967     MONUMENTED       CGS
 LV0430  HISTORY     - 19880227 GOOD             NGS
 LV0430  HISTORY     - 19920728 GOOD             NGS
 LV0430
 LV0430                          STATION DESCRIPTION
 LV0430
 LV0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0430'5.5 MI S FROM SCOTIA.
 LV0430'5.5 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE SOUTH END OF THE
 LV0430'EEL RIVER BRIDGE AT SCOTIA, IN THE TOP AND 1.0 FOOT SOUTHEAST OF
 LV0430'THE NORTHWEST END OF THE NORTHEAST CONCRETE GUARDRAIL OF BRIDGE
 LV0430'4.208 OVER JORDAN CREEK, 16 FEET NORTHEAST OF THE CENTER LINE
 LV0430'OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 LV0430
 LV0430                          STATION RECOVERY (1988)
 LV0430
 LV0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0430'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  24.3 KM (15.10
 LV0430'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LV0430'FORTUNA.
 LV0430
 LV0430                          STATION RECOVERY (1992)
 LV0430
 LV0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0430'24.3 KM (15.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0430'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0430'IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 LV0430'NORTHEAST CONCRETE BRIDGE RAIL OF A HIGHWAY BRIDGE SPANNING JORDAN
 LV0430'CREEK, 4.9 M (16.1 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 LV0430'LANES OF THE HIGHWAY, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 LV0430'HIGHWAY. NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0251 ***********************************************************************
 LV0251  DESIGNATION -  H 1087
 LV0251  PID         -  LV0251
 LV0251  STATE/COUNTY-  CA/HUMBOLDT
 LV0251  USGS QUAD   -  FIELDS LANDING (1972)
 LV0251
 LV0251                         *CURRENT SURVEY CONTROL
 LV0251  ___________________________________________________________________
 LV0251* NAD 83(1986)-  40 39 37.     (N)    124 12 14.     (W)     SCALED    
 LV0251* NAVD 88     -        62.54   (+/-2cm)     205.2    (feet)  VERTCON   
 LV0251  ___________________________________________________________________
 LV0251  GEOID HEIGHT-         -31.02  (meters)                     GEOID09
 LV0251  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0251
 LV0251.The horizontal coordinates were scaled from a topographic map and have
 LV0251.an estimated accuracy of +/- 6 seconds.
 LV0251.
 LV0251.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0251
 LV0251.The vertical order pertains to the NGVD 29 superseded value.
 LV0251
 LV0251.The geoid height was determined by GEOID09.
 LV0251
 LV0251;                    North         East    Units  Estimated Accuracy
 LV0251;SPC CA 1     -   649,680.    1,813,670.      MT  (+/- 180 meters Scaled)
 LV0251
 LV0251                          SUPERSEDED SURVEY CONTROL
 LV0251
 LV0251  NGVD 29 (??/??/??)   61.548  (m)          201.93   (f) ADJUSTED    1 2
 LV0251
 LV0251.Superseded values are not recommended for survey control.
 LV0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0251.See file dsdata.txt to determine how the superseded data were derived.
 LV0251
 LV0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL982017(NAD 83)
 LV0251
 LV0251_MARKER: DB = BENCH MARK DISK
 LV0251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0251_SP_SET: BASIN
 LV0251_STAMPING: H 1087 1967
 LV0251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0251
 LV0251  HISTORY     - Date     Condition        Report By
 LV0251  HISTORY     - 1967     MONUMENTED       CGS
 LV0251
 LV0251                          STATION DESCRIPTION
 LV0251
 LV0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0251'5.8 MI N FROM FORTUNA.
 LV0251'5.75 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FORTUNA OVERPASS
 LV0251'AT FORTUNA, IN THE TOP OF THE CENTER OF THE SOUTH WALL OF
 LV0251'4- BY 4-FOOT CONCRETE CATCH BASIN 67.42, BETWEEN THE LANES OF
 LV0251'THE HIGHWAY, 24 FEET EAST OF THE CENTER LINE OF THE WEST LANES,
 LV0251'21 FEET WEST OF THE CENTER LINE OF THE EAST LANES, AND ABOUT
 LV0251'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0320 ***********************************************************************
 LV0320  DESIGNATION -  H 1088
 LV0320  PID         -  LV0320
 LV0320  STATE/COUNTY-  CA/HUMBOLDT
 LV0320  USGS QUAD   -  ARCATA NORTH (1972)
 LV0320
 LV0320                         *CURRENT SURVEY CONTROL
 LV0320  ___________________________________________________________________
 LV0320* NAD 83(2007)-  40 57 48.16652(N)    124 06 02.27639(W)     NO CHECK  
 LV0320* NAVD 88     -        42.367  (meters)     139.00   (feet)  ADJUSTED  
 LV0320  ___________________________________________________________________
 LV0320  EPOCH DATE  -        2007.00
 LV0320  X           -  -2,704,155.859 (meters)                     COMP
 LV0320  Y           -  -3,993,926.567 (meters)                     COMP
 LV0320  Z           -   4,159,361.131 (meters)                     COMP
 LV0320  LAPLACE CORR-          11.97  (seconds)                    DEFLEC09
 LV0320  ELLIP HEIGHT-          12.288 (meters)          (02/10/07) NO CHECK
 LV0320  GEOID HEIGHT-         -30.09  (meters)                     GEOID09
 LV0320  DYNAMIC HT  -          42.350 (meters)     138.94  (feet)  COMP
 LV0320
 LV0320  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV0320  Type    PID    Designation                      North   East  Ellip
 LV0320  -------------------------------------------------------------------
 LV0320  NETWORK LV0320 H 1088                            2.47   2.84   5.82
 LV0320  -------------------------------------------------------------------
 LV0320  MODELED GRAV-     980,207.7   (mgal)                       NAVD 88
 LV0320
 LV0320  VERT ORDER  -  FIRST     CLASS II
 LV0320
 LV0320.The horizontal coordinates were established by GPS observations
 LV0320.and adjusted by the National Geodetic Survey in February 2007.
 LV0320
 LV0320.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV0320.See National Readjustment for more information. 
 LV0320
 LV0320.The horizontal coordinates are valid at the epoch date displayed above
 LV0320.which is a decimal equivalence of Year/Month/Day.
 LV0320
 LV0320.No horizontal observational check was made to the station.
 LV0320.
 LV0320.The orthometric height was determined by differential leveling and
 LV0320.adjusted in June 1991.
 LV0320
 LV0320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV0320
 LV0320.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0320
 LV0320.The ellipsoidal height was determined by GPS observations
 LV0320.and is referenced to NAD 83.
 LV0320
 LV0320.The geoid height was determined by GEOID09.
 LV0320
 LV0320.The dynamic height is computed by dividing the NAVD 88
 LV0320.geopotential number by the normal gravity value computed on the
 LV0320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0320.degrees latitude (g = 980.6199 gals.).
 LV0320
 LV0320.The modeled gravity was interpolated from observed gravity values.
 LV0320
 LV0320;                    North         East     Units Scale Factor Converg.
 LV0320;SPC CA 1     -   683,115.452 1,823,200.253   MT  0.99989713   -1 22 24.9
 LV0320;SPC CA 1     - 2,241,187.95  5,981,616.16   sFT  0.99989713   -1 22 24.9
 LV0320;UTM  10      - 4,535,275.081   407,383.110   MT  0.99970557   -0 43 17.8
 LV0320
 LV0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0320!SPC CA 1     -   0.99999807  x   0.99989713  =   0.99989520
 LV0320!UTM  10      -   0.99999807  x   0.99970557  =   0.99970364
 LV0320
 LV0320                          SUPERSEDED SURVEY CONTROL
 LV0320
 LV0320  NAD 83(1998)-  40 57 48.16367(N)    124 06 02.27857(W) AD(2002.00) 1
 LV0320  ELLIP H (10/18/04)   12.334  (m)                       GP(2002.00) 4 1
 LV0320  NAVD 88 (10/18/04)   42.37   (m)          139.0    (f) LEVELING    3  
 LV0320  NGVD 29 (12/02/92)   41.334  (m)          135.61   (f) ADJUSTED    1 2
 LV0320
 LV0320.Superseded values are not recommended for survey control.
 LV0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0320.See file dsdata.txt to determine how the superseded data were derived.
 LV0320
 LV0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL0738335275(NAD 83)
 LV0320
 LV0320_MARKER: DB = BENCH MARK DISK
 LV0320_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0320_SP_SET: HEADWALL
 LV0320_STAMPING: H 1088 1967
 LV0320_MARK LOGO: CGS   
 LV0320_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0320+STABILITY: SURFACE MOTION
 LV0320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0320+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2004
 LV0320
 LV0320  HISTORY     - Date     Condition        Report By
 LV0320  HISTORY     - 1967     MONUMENTED       CGS
 LV0320  HISTORY     - 1975     GOOD             NGS
 LV0320  HISTORY     - 1988     GOOD             NGS
 LV0320  HISTORY     - 20040406 GOOD             MSAM
 LV0320
 LV0320                          STATION DESCRIPTION
 LV0320
 LV0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0320'1.4 MI N FROM MC KINLEYVILLE.
 LV0320'1.35 MILES NORTH ALONG CENTRAL AVENUE FROM THE POST OFFICE AT
 LV0320'MC KINLEYVILLE, AT THE SOUTHEAST CORNER OF THE JUNCTION OF NORTON
 LV0320'ROAD EAST, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 LV0320'HEAD WALL OF A 36-INCH PIPE CULVERT, 180 FEET SOUTH OF THE CENTER
 LV0320'OF THE JUNCTION OF AIRPORT ROAD NORTHWEST, 26 FEET SOUTH OF THE
 LV0320'CENTER LINE OF NORTON ROAD, 27 FEET EAST OF THE CENTER LINE OF THE
 LV0320'AVENUE, AND ABOUT 1 FOOT LOWER THAN THE AVENUE.
 LV0320
 LV0320                          STATION RECOVERY (1975)
 LV0320
 LV0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LV0320'RECOVERED IN GOOD CONDITION.
 LV0320
 LV0320                          STATION RECOVERY (1988)
 LV0320
 LV0320'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0320'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.6 KM
 LV0320'(1.60 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 LV0320'HIGHWAY 299 IN ARCATA, THENCE 5.1 KM (3.15 MI) NORTHERLY ALONG
 LV0320'MCKINLEYVILLE ROAD.
 LV0320
 LV0320                          STATION RECOVERY (2004)
 LV0320
 LV0320'RECOVERY NOTE BY MOUNTAIN SURVEYING AND MAPPING INC 2004 (DJK)
 LV0320'RECOVERY NOTE MSAM 2004 (DJK)
 LV0320' 
 LV0320'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0174 ***********************************************************************
 LV0174  DESIGNATION -  H 1089
 LV0174  PID         -  LV0174
 LV0174  STATE/COUNTY-  CA/HUMBOLDT
 LV0174  USGS QUAD   -  RODGERS PEAK (1966)
 LV0174
 LV0174                         *CURRENT SURVEY CONTROL
 LV0174  ___________________________________________________________________
 LV0174* NAD 83(1986)-  41 14 06.     (N)    124 05 00.     (W)     SCALED    
 LV0174* NAVD 88     -         6.795  (meters)      22.29   (feet)  POSTED    
 LV0174  ___________________________________________________________________
 LV0174  GEOID HEIGHT-         -29.47  (meters)                     GEOID09
 LV0174  DYNAMIC HT  -           6.79  (meters)      22.3   (feet)  COMP
 LV0174  MODELED GRAV-     980,236.5   (mgal)                       NAVD 88
 LV0174
 LV0174  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LV0174
 LV0174.The horizontal coordinates were scaled from a topographic map and have
 LV0174.an estimated accuracy of +/- 6 seconds.
 LV0174.
 LV0174.The orthometric height was determined by differential leveling
 LV0174.and adjusted by the  in 1992.
 LV0174
 LV0174.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LV0174.rate of 0.0 thru 1.0 mm/km.
 LV0174
 LV0174.The geoid height was determined by GEOID09.
 LV0174
 LV0174.The dynamic height is computed by dividing the NAVD 88
 LV0174.geopotential number by the normal gravity value computed on the
 LV0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0174.degrees latitude (g = 980.6199 gals.).
 LV0174
 LV0174.The modeled gravity was interpolated from observed gravity values.
 LV0174
 LV0174;                    North         East    Units  Estimated Accuracy
 LV0174;SPC CA 1     -   713,230.    1,825,370.      MT  (+/- 180 meters Scaled)
 LV0174
 LV0174                          SUPERSEDED SURVEY CONTROL
 LV0174
 LV0174  NGVD 29 (??/??/??)    5.751  (m)           18.87   (f) ADJUSTED    1 2
 LV0174
 LV0174.Superseded values are not recommended for survey control.
 LV0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0174.See file dsdata.txt to determine how the superseded data were derived.
 LV0174
 LV0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL092654(NAD 83)
 LV0174
 LV0174_MARKER: DB = BENCH MARK DISK
 LV0174_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0174_SP_SET: CULVERT
 LV0174_STAMPING: H 1089 1967
 LV0174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0174
 LV0174  HISTORY     - Date     Condition        Report By
 LV0174  HISTORY     - 1967     MONUMENTED       CGS
 LV0174  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0174
 LV0174                          STATION DESCRIPTION
 LV0174
 LV0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0174'5.8 MI S FROM ORICK.
 LV0174'5.75 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 LV0174'AT ORICK, AT STONE LAGOON, 0.15 MILE NORTH OF A SERIVCE STATION
 LV0174'AND CAFE, AT THE NORTH END OF A LARGE TURNOUT, IN THE TOP AND
 LV0174'1.0 FOOT NORTH OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL
 LV0174'OF CULVERT 115.50, 26 FEET EAST OF THE CENTER LINE OF THE
 LV0174'HIGHWAY, AND ABOUT 3 1/2 FEET LOWER THAN THE HIGHWAY.
 LV0174
 LV0174                          STATION RECOVERY (1988)
 LV0174
 LV0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0174'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0087 ***********************************************************************
 LV0087  DESIGNATION -  H 1090
 LV0087  PID         -  LV0087
 LV0087  STATE/COUNTY-  CA/DEL NORTE
 LV0087  USGS QUAD   -  CHILDS HILL (1975)
 LV0087
 LV0087                         *CURRENT SURVEY CONTROL
 LV0087  ___________________________________________________________________
 LV0087* NAD 83(1986)-  41 41 45.     (N)    124 07 04.     (W)     SCALED    
 LV0087* NAVD 88     -       313.628  (meters)    1028.96   (feet)  ADJUSTED  
 LV0087  ___________________________________________________________________
 LV0087  GEOID HEIGHT-         -28.46  (meters)                     GEOID09
 LV0087  DYNAMIC HT  -         313.509 (meters)    1028.57  (feet)  COMP
 LV0087  MODELED GRAV-     980,233.4   (mgal)                       NAVD 88
 LV0087
 LV0087  VERT ORDER  -  FIRST     CLASS II
 LV0087
 LV0087.The horizontal coordinates were scaled from a topographic map and have
 LV0087.an estimated accuracy of +/- 6 seconds.
 LV0087.
 LV0087.The orthometric height was determined by differential leveling and
 LV0087.adjusted in June 1991.
 LV0087
 LV0087.The geoid height was determined by GEOID09.
 LV0087
 LV0087.The dynamic height is computed by dividing the NAVD 88
 LV0087.geopotential number by the normal gravity value computed on the
 LV0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0087.degrees latitude (g = 980.6199 gals.).
 LV0087
 LV0087.The modeled gravity was interpolated from observed gravity values.
 LV0087
 LV0087;                    North         East    Units  Estimated Accuracy
 LV0087;SPC CA 1     -   764,470.    1,823,720.      MT  (+/- 180 meters Scaled)
 LV0087
 LV0087                          SUPERSEDED SURVEY CONTROL
 LV0087
 LV0087  NGVD 29 (??/??/??)  312.601  (m)         1025.59   (f) ADJUSTED    1 2
 LV0087
 LV0087.Superseded values are not recommended for survey control.
 LV0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0087.See file dsdata.txt to determine how the superseded data were derived.
 LV0087
 LV0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM069166(NAD 83)
 LV0087
 LV0087_MARKER: DB = BENCH MARK DISK
 LV0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0087_SP_SET: CATCH BASIN
 LV0087_STAMPING: H 1090 1967
 LV0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0087
 LV0087  HISTORY     - Date     Condition        Report By
 LV0087  HISTORY     - 1967     MONUMENTED       CGS
 LV0087  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0087
 LV0087                          STATION DESCRIPTION
 LV0087
 LV0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0087'6.4 MI S FROM CRESCENT CITY.
 LV0087'6.4 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION OF
 LV0087'FRONT STREET AT CRESCENT CITY, ON THE INSIDE OF A LONG CURVE,
 LV0087'ACROSS THE HIGHWAY FROM THE NORTHWEST END OF A SMALL TURNOUT,
 LV0087'IN THE TOP OF THE SOUTHEAST CONCRETE WALL OF CATCH BASIN 19.90,
 LV0087'20 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 LV0087'1 1/2 FEET LOWER THAN THE HIGHWAY.
 LV0087
 LV0087                          STATION RECOVERY (1988)
 LV0087
 LV0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0087'THERE IS A NEW CATCH BASIN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0207 ***********************************************************************
 LV0207  DESIGNATION -  H 1091
 LV0207  PID         -  LV0207
 LV0207  STATE/COUNTY-  CA/DEL NORTE
 LV0207  USGS QUAD   -  FERN CANYON (1966)
 LV0207
 LV0207                         *CURRENT SURVEY CONTROL
 LV0207  ___________________________________________________________________
 LV0207* NAD 83(1986)-  41 28 55.     (N)    124 02 59.     (W)     SCALED    
 LV0207* NAVD 88     -       147.954  (meters)     485.41   (feet)  ADJUSTED  
 LV0207  ___________________________________________________________________
 LV0207  GEOID HEIGHT-         -28.89  (meters)                     GEOID09
 LV0207  DYNAMIC HT  -         147.896 (meters)     485.22  (feet)  COMP
 LV0207  MODELED GRAV-     980,232.7   (mgal)                       NAVD 88
 LV0207
 LV0207  VERT ORDER  -  FIRST     CLASS II
 LV0207
 LV0207.The horizontal coordinates were scaled from a topographic map and have
 LV0207.an estimated accuracy of +/- 6 seconds.
 LV0207.
 LV0207.The orthometric height was determined by differential leveling and
 LV0207.adjusted in June 1991.
 LV0207
 LV0207.The geoid height was determined by GEOID09.
 LV0207
 LV0207.The dynamic height is computed by dividing the NAVD 88
 LV0207.geopotential number by the normal gravity value computed on the
 LV0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0207.degrees latitude (g = 980.6199 gals.).
 LV0207
 LV0207.The modeled gravity was interpolated from observed gravity values.
 LV0207
 LV0207;                    North         East    Units  Estimated Accuracy
 LV0207;SPC CA 1     -   740,590.    1,828,830.      MT  (+/- 180 meters Scaled)
 LV0207
 LV0207                          SUPERSEDED SURVEY CONTROL
 LV0207
 LV0207  NGVD 29 (12/02/92)  146.911  (m)          481.99   (f) ADJUSTED    1 2
 LV0207
 LV0207.Superseded values are not recommended for survey control.
 LV0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0207.See file dsdata.txt to determine how the superseded data were derived.
 LV0207
 LV0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL123927(NAD 83)
 LV0207
 LV0207_MARKER: DB = BENCH MARK DISK
 LV0207_SETTING: 80 = SET IN A BOULDER
 LV0207_SP_SET: BOULDER
 LV0207_STAMPING: H 1091 1967
 LV0207_MARK LOGO: CGS   
 LV0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0207+STABILITY: SURFACE MOTION
 LV0207
 LV0207  HISTORY     - Date     Condition        Report By
 LV0207  HISTORY     - 1967     MONUMENTED       CGS
 LV0207  HISTORY     - 1988     GOOD             NGS
 LV0207
 LV0207                          STATION DESCRIPTION
 LV0207
 LV0207'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0207'15 MI N FROM ORICK.
 LV0207'15.0 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0207'ORICK, IN THE TOP OF A 5- BY 2-FOOT OUTCROP PROJECTING ABOUT
 LV0207'2 FEET ABOVE THE GROUND, ON A CUT BANK, 30 FEET EAST OF THE
 LV0207'CENTER LINE OF THE EAST LANES OF THE HIGHWAY, ABOUT 95 YARDS
 LV0207'SOUTH OF 18-INCH PIPE CULVERT 1.46, 4.5 FEET EAST OF A WITNESS
 LV0207'POST, AND ABOUT 6 FEET HIGHER THAN THE HIGHWAY.
 LV0207
 LV0207                          STATION RECOVERY (1988)
 LV0207
 LV0207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0207'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0144 ***********************************************************************
 LV0144  DESIGNATION -  H 520
 LV0144  PID         -  LV0144
 LV0144  STATE/COUNTY-  CA/HUMBOLDT
 LV0144  USGS QUAD   -  CRANNELL (1975)
 LV0144
 LV0144                         *CURRENT SURVEY CONTROL
 LV0144  ___________________________________________________________________
 LV0144* NAD 83(1986)-  41 00 28.     (N)    124 06 35.     (W)     SCALED    
 LV0144* NAVD 88     -        13.172  (meters)      43.22   (feet)  ADJUSTED  
 LV0144  ___________________________________________________________________
 LV0144  GEOID HEIGHT-         -30.01  (meters)                     GEOID09
 LV0144  DYNAMIC HT  -          13.167 (meters)      43.20  (feet)  COMP
 LV0144  MODELED GRAV-     980,221.7   (mgal)                       NAVD 88
 LV0144
 LV0144  VERT ORDER  -  FIRST     CLASS II
 LV0144
 LV0144.The horizontal coordinates were scaled from a topographic map and have
 LV0144.an estimated accuracy of +/- 6 seconds.
 LV0144.
 LV0144.The orthometric height was determined by differential leveling and
 LV0144.adjusted in June 1991.
 LV0144
 LV0144.The geoid height was determined by GEOID09.
 LV0144
 LV0144.The dynamic height is computed by dividing the NAVD 88
 LV0144.geopotential number by the normal gravity value computed on the
 LV0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0144.degrees latitude (g = 980.6199 gals.).
 LV0144
 LV0144.The modeled gravity was interpolated from observed gravity values.
 LV0144
 LV0144;                    North         East    Units  Estimated Accuracy
 LV0144;SPC CA 1     -   688,060.    1,822,550.      MT  (+/- 180 meters Scaled)
 LV0144
 LV0144                          SUPERSEDED SURVEY CONTROL
 LV0144
 LV0144  NGVD 29 (12/02/92)   12.138  (m)           39.82   (f) ADJUSTED    1 2
 LV0144
 LV0144.Superseded values are not recommended for survey control.
 LV0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0144.See file dsdata.txt to determine how the superseded data were derived.
 LV0144
 LV0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL066402(NAD 83)
 LV0144
 LV0144_MARKER: DB = BENCH MARK DISK
 LV0144_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0144_SP_SET: HEADWALL
 LV0144_STAMPING: H 520 1962
 LV0144_MARK LOGO: CGS   
 LV0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0144+STABILITY: SURFACE MOTION
 LV0144
 LV0144  HISTORY     - Date     Condition        Report By
 LV0144  HISTORY     - 1962     MONUMENTED       CGS
 LV0144  HISTORY     - 1967     GOOD             CGS
 LV0144  HISTORY     - 1988     GOOD             NGS
 LV0144
 LV0144                          STATION DESCRIPTION
 LV0144
 LV0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0144'4.6 MI N FROM MC KINLEYVILLE.
 LV0144'3.55 MILES NORTH ALONG CENTRAL AVENUE FROM THE POST OFFICE AT
 LV0144'MC KINLEYVILLE, THENCE 1.05 MILES NORTH ALONG LITTLE RIVER DRIVE,
 LV0144'0.2 MILE SOUTH OF THE JUNCTION OF CRANNELL ROAD EAST, IN THE TOP
 LV0144'AND 0.7 FOOT SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD
 LV0144'WALL OF 18-INCH PIPE CULVERT 557.79, 21 FEET EAST OF THE CENTER
 LV0144'LINE OF THE DRIVE, AND ABOUT LEVEL WITH THE DRIVE.
 LV0144
 LV0144                          STATION RECOVERY (1988)
 LV0144
 LV0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0144'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.3 KM
 LV0144'(3.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF MAIN
 LV0144'STREET IN TRINIDAD, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG LITTLE
 LV0144'RIVER DRIVE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0202 ***********************************************************************
 LV0202  DESIGNATION -  H 74
 LV0202  PID         -  LV0202
 LV0202  STATE/COUNTY-  CA/HUMBOLDT
 LV0202  USGS QUAD   -  ORICK (1975)
 LV0202
 LV0202                         *CURRENT SURVEY CONTROL
 LV0202  ___________________________________________________________________
 LV0202* NAD 83(1986)-  41 18 30.     (N)    124 02 43.     (W)     SCALED    
 LV0202* NAVD 88     -        13.250  (meters)      43.47   (feet)  ADJUSTED  
 LV0202  ___________________________________________________________________
 LV0202  GEOID HEIGHT-         -29.20  (meters)                     GEOID09
 LV0202  DYNAMIC HT  -          13.244 (meters)      43.45  (feet)  COMP
 LV0202  MODELED GRAV-     980,242.3   (mgal)                       NAVD 88
 LV0202
 LV0202  VERT ORDER  -  FIRST     CLASS II
 LV0202
 LV0202.The horizontal coordinates were scaled from a topographic map and have
 LV0202.an estimated accuracy of +/- 6 seconds.
 LV0202.
 LV0202.The orthometric height was determined by differential leveling and
 LV0202.adjusted in June 1991.
 LV0202
 LV0202.WARNING-Repeat measurements at this control monument indicate possible
 LV0202.vertical movement.
 LV0202
 LV0202.The geoid height was determined by GEOID09.
 LV0202
 LV0202.The dynamic height is computed by dividing the NAVD 88
 LV0202.geopotential number by the normal gravity value computed on the
 LV0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0202.degrees latitude (g = 980.6199 gals.).
 LV0202
 LV0202.The modeled gravity was interpolated from observed gravity values.
 LV0202
 LV0202;                    North         East    Units  Estimated Accuracy
 LV0202;SPC CA 1     -   721,300.    1,828,750.      MT  (+/- 180 meters Scaled)
 LV0202
 LV0202                          SUPERSEDED SURVEY CONTROL
 LV0202
 LV0202  NGVD 29 (12/02/92)   12.211  (m)           40.06   (f) ADJUSTED    1 2
 LV0202
 LV0202.Superseded values are not recommended for survey control.
 LV0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0202.See file dsdata.txt to determine how the superseded data were derived.
 LV0202
 LV0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL125735(NAD 83)
 LV0202
 LV0202_MARKER: DB = BENCH MARK DISK
 LV0202_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0202_SP_SET: BRIDGE CURB
 LV0202_STAMPING: H 74 1930 39.554
 LV0202_MARK LOGO: CGS   
 LV0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0202
 LV0202  HISTORY     - Date     Condition        Report By
 LV0202  HISTORY     - 1930     MONUMENTED       CGS
 LV0202  HISTORY     - 1967     GOOD             CGS
 LV0202  HISTORY     - 1988     GOOD             NGS
 LV0202
 LV0202                          STATION DESCRIPTION
 LV0202
 LV0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0202'1.6 MI N FROM ORICK.
 LV0202'1.6 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0202'ORICK, AT HIGHWAY MILEAGE 122.86, IN THE TOP OF THE WEST CONCRETE
 LV0202'CURB OF BRIDGE NO. 4-29 OVER PRAIRIE CREEK, 12 FEET WEST OF THE
 LV0202'CENTER LINE OF THE HIGHWAY, 12 FEET NORTH OF THE SOUTH END OF THE
 LV0202'CURB, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 LV0202
 LV0202                          STATION RECOVERY (1988)
 LV0202
 LV0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0291 ***********************************************************************
 LV0291  DESIGNATION -  H 75 RESET
 LV0291  PID         -  LV0291
 LV0291  STATE/COUNTY-  CA/HUMBOLDT
 LV0291  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0291
 LV0291                         *CURRENT SURVEY CONTROL
 LV0291  ___________________________________________________________________
 LV0291* NAD 83(1986)-  40 48 21.     (N)    124 06 58.     (W)     SCALED    
 LV0291* NAVD 88     -         1.485  (meters)       4.87   (feet)  ADJUSTED  
 LV0291  ___________________________________________________________________
 LV0291  GEOID HEIGHT-         -30.43  (meters)                     GEOID09
 LV0291  DYNAMIC HT  -           1.484 (meters)       4.87  (feet)  COMP
 LV0291  MODELED GRAV-     980,207.3   (mgal)                       NAVD 88
 LV0291
 LV0291  VERT ORDER  -  FIRST     CLASS II
 LV0291
 LV0291.The horizontal coordinates were scaled from a topographic map and have
 LV0291.an estimated accuracy of +/- 6 seconds.
 LV0291.
 LV0291.The orthometric height was determined by differential leveling and
 LV0291.adjusted in June 1991.
 LV0291
 LV0291.The geoid height was determined by GEOID09.
 LV0291
 LV0291.The dynamic height is computed by dividing the NAVD 88
 LV0291.geopotential number by the normal gravity value computed on the
 LV0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0291.degrees latitude (g = 980.6199 gals.).
 LV0291
 LV0291.The modeled gravity was interpolated from observed gravity values.
 LV0291
 LV0291;                    North         East    Units  Estimated Accuracy
 LV0291;SPC CA 1     -   665,660.    1,821,480.      MT  (+/- 180 meters Scaled)
 LV0291
 LV0291                          SUPERSEDED SURVEY CONTROL
 LV0291
 LV0291  NGVD 29 (12/02/92)    0.472  (m)            1.55   (f) ADJUSTED    1 2
 LV0291
 LV0291.Superseded values are not recommended for survey control.
 LV0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0291.See file dsdata.txt to determine how the superseded data were derived.
 LV0291
 LV0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL058178(NAD 83)
 LV0291
 LV0291_MARKER: DB = BENCH MARK DISK
 LV0291_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0291_SP_SET: WINGWALL
 LV0291_STAMPING: H 75 1931 RESET 1954
 LV0291_MARK LOGO: CGS   
 LV0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0291+STABILITY: SURFACE MOTION
 LV0291
 LV0291  HISTORY     - Date     Condition        Report By
 LV0291  HISTORY     - 1954     MONUMENTED       CADH
 LV0291  HISTORY     - 1967     GOOD             CGS
 LV0291  HISTORY     - 1974     GOOD             NGS
 LV0291  HISTORY     - 19880220 GOOD             NGS
 LV0291
 LV0291                          STATION DESCRIPTION
 LV0291
 LV0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0291'2.4 MI NE FROM EUREKA.
 LV0291'2.45 MILES NORTHEAST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 LV0291'AT EUREKA, AT THE NORTHEAST END OF FAY SLOUGH, IN THE TOP OF
 LV0291'CENTER OF THE SOUTHWEST CONCRETE WING WALL OF CULVERT 81.63, 45
 LV0291'FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHEAST LANES OF THE
 LV0291'HIGHWAY, 3.0 FEET SOUTHWEST OF THE CENTER OF A VALVE, AND ABOUT
 LV0291'3 FEET LOWER THAN THE HIGHWAY.
 LV0291
 LV0291                          STATION RECOVERY (1974)
 LV0291
 LV0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LV0291'RECOVERED IN GOOD CONDITION.
 LV0291
 LV0291                          STATION RECOVERY (1988)
 LV0291
 LV0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0428 ***********************************************************************
 LV0428  DESIGNATION -  HWY 101 STA 477+00 POC
 LV0428  PID         -  LV0428
 LV0428  STATE/COUNTY-  CA/HUMBOLDT
 LV0428  USGS QUAD   -  SCOTIA (1970)
 LV0428
 LV0428                         *CURRENT SURVEY CONTROL
 LV0428  ___________________________________________________________________
 LV0428* NAD 83(1986)-  40 26 37.     (N)    124 00 52.     (W)     SCALED    
 LV0428* NAVD 88     -        47.355  (meters)     155.36   (feet)  ADJUSTED  
 LV0428  ___________________________________________________________________
 LV0428  GEOID HEIGHT-         -30.63  (meters)                     GEOID09
 LV0428  DYNAMIC HT  -          47.331 (meters)     155.29  (feet)  COMP
 LV0428  MODELED GRAV-     980,120.5   (mgal)                       NAVD 88
 LV0428
 LV0428  VERT ORDER  -  FIRST     CLASS II
 LV0428
 LV0428.The horizontal coordinates were scaled from a topographic map and have
 LV0428.an estimated accuracy of +/- 6 seconds.
 LV0428.
 LV0428.The orthometric height was determined by differential leveling and
 LV0428.adjusted in December 1992.
 LV0428
 LV0428.The geoid height was determined by GEOID09.
 LV0428
 LV0428.The dynamic height is computed by dividing the NAVD 88
 LV0428.geopotential number by the normal gravity value computed on the
 LV0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0428.degrees latitude (g = 980.6199 gals.).
 LV0428
 LV0428.The modeled gravity was interpolated from observed gravity values.
 LV0428
 LV0428;                    North         East    Units  Estimated Accuracy
 LV0428;SPC CA 1     -   625,250.    1,829,130.      MT  (+/- 180 meters Scaled)
 LV0428
 LV0428                          SUPERSEDED SURVEY CONTROL
 LV0428
 LV0428  NAVD 88 (06/15/91)   47.399  (m)          155.51   (f) UNKNOWN     1 2
 LV0428  NGVD 29 (12/02/92)   46.388  (m)          152.19   (f) ADJUSTED    1 2
 LV0428
 LV0428.Superseded values are not recommended for survey control.
 LV0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0428.See file dsdata.txt to determine how the superseded data were derived.
 LV0428
 LV0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK139774(NAD 83)
 LV0428
 LV0428_MARKER: DB = BENCH MARK DISK
 LV0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0428_SP_SET: CONCRETE POST
 LV0428_STAMPING: D 477+00 00 POC SM 41
 LV0428_MARK LOGO: CADH  
 LV0428_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0428+STABILITY: SURFACE MOTION
 LV0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0428+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0428
 LV0428  HISTORY     - Date     Condition        Report By
 LV0428  HISTORY     - UNK      MONUMENTED       CADH
 LV0428  HISTORY     - 1967     GOOD             CGS
 LV0428  HISTORY     - 19880227 GOOD             NGS
 LV0428  HISTORY     - 19920728 GOOD             NGS
 LV0428
 LV0428                          STATION DESCRIPTION
 LV0428
 LV0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0428'6.8 MI S FROM SCOTIA.
 LV0428'6.75 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE SOUTH END OF
 LV0428'THE EEL RIVER BRIDGE AT SCOTIA, 0.6 MILE EAST OF GREENLAW CREEK
 LV0428'BRIDGE, AT HIGHWAY MILEAGE 44.99, BETWEEN THE HIGHWAY LANES, 24
 LV0428'FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY,
 LV0428'22 FEET NORTH OF THE CENTER LINE OF THE NORTH LANES OF THE
 LV0428'HIGHWAY, 16 FEET WEST OF A 48-INCH SQUARE DRAIN WITH A STEEL
 LV0428'GRATE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 LV0428'CONCRETE POST FLUSH WITH THE GROUND.
 LV0428
 LV0428                          STATION RECOVERY (1988)
 LV0428
 LV0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0428'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  26.4 KM (16.40
 LV0428'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LV0428'FORTUNA.
 LV0428
 LV0428                          STATION RECOVERY (1992)
 LV0428
 LV0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0428'26.4 KM (16.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0428'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0428'1.0 KM (0.60 MI) EAST OF THE INTERSECTION OF GREENLAW CREEK, AT
 LV0428'MILEPOST 44.99, 7.3 M (24.0 FT) SOUTH OF THE CENTERLINE OF THE
 LV0428'NORTHBOUND LANES OF THE HIGHWAY, 6.7 M (22.0 FT) NORTH OF AND LEVEL
 LV0428'WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 4.9 M
 LV0428'(16.1 FT) WEST OF THE CENTER OF A STORM DRAIN, 0.3 M (1.0 FT) EAST OF
 LV0428'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0307 ***********************************************************************
 LV0307  DESIGNATION -  I 19+00
 LV0307  PID         -  LV0307
 LV0307  STATE/COUNTY-  CA/HUMBOLDT
 LV0307  USGS QUAD   -  ARCATA NORTH (1972)
 LV0307
 LV0307                         *CURRENT SURVEY CONTROL
 LV0307  ___________________________________________________________________
 LV0307* NAD 83(1986)-  40 52 52.     (N)    124 04 53.     (W)     SCALED    
 LV0307* NAVD 88     -        21.07   (+/-2cm)      69.1    (feet)  VERTCON   
 LV0307  ___________________________________________________________________
 LV0307  GEOID HEIGHT-         -30.16  (meters)                     GEOID09
 LV0307  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0307
 LV0307.The horizontal coordinates were scaled from a topographic map and have
 LV0307.an estimated accuracy of +/- 6 seconds.
 LV0307.
 LV0307.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0307
 LV0307.The vertical order pertains to the NGVD 29 superseded value.
 LV0307
 LV0307.The geoid height was determined by GEOID09.
 LV0307
 LV0307;                    North         East    Units  Estimated Accuracy
 LV0307;SPC CA 1     -   673,940.    1,824,600.      MT  (+/- 180 meters Scaled)
 LV0307
 LV0307                          SUPERSEDED SURVEY CONTROL
 LV0307
 LV0307  NGVD 29 (??/??/??)   20.043  (m)           65.76   (f) ADJUSTED    1 2
 LV0307
 LV0307.Superseded values are not recommended for survey control.
 LV0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0307.See file dsdata.txt to determine how the superseded data were derived.
 LV0307
 LV0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL088261(NAD 83)
 LV0307
 LV0307_MARKER: DD = SURVEY DISK
 LV0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0307+STABILITY: SURFACE MOTION
 LV0307
 LV0307  HISTORY     - Date     Condition        Report By
 LV0307  HISTORY     - UNK      MONUMENTED       CADH
 LV0307  HISTORY     - 1967     GOOD             CGS
 LV0307  HISTORY     - 1971     GOOD             NGS
 LV0307  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0307
 LV0307                          STATION DESCRIPTION
 LV0307
 LV0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0307'AT ARCATA.
 LV0307'AT ARCATA, 1.35 MILES NORTH ALONG U.S. HIGHWAY FROM FOURTH
 LV0307'STREET OVERPASS, IN ISLAND BETWEEN THE TRAFFIC LANES OF THE
 LV0307'HIGHWAY, 23 FEET WEST OF THE CENTER LINE OF THE EAST LANES,
 LV0307'23 FEET EAST OF THE CENTER LINE OF THE WEST LANES, 10 FEET SOUTH
 LV0307'OF THE SOUTH EDGE OF A BORDER AROUND SHRUBS, ABOUT 0.3 FOOT
 LV0307'HIGHER THAN THE SURFACE OF THE ISLAND, AND SET IN THE TOP OF A
 LV0307'CONCRETE POST.
 LV0307
 LV0307                          STATION RECOVERY (1971)
 LV0307
 LV0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LV0307'RECOVERED IN GOOD CONDITION.
 LV0307
 LV0307                          STATION RECOVERY (1988)
 LV0307
 LV0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0307'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0308 ***********************************************************************
 LV0308  DESIGNATION -  I 30+00
 LV0308  PID         -  LV0308
 LV0308  STATE/COUNTY-  CA/HUMBOLDT
 LV0308  USGS QUAD   -  ARCATA NORTH (1972)
 LV0308
 LV0308                         *CURRENT SURVEY CONTROL
 LV0308  ___________________________________________________________________
 LV0308* NAD 83(1986)-  40 53 00.     (N)    124 04 51.     (W)     SCALED    
 LV0308* NAVD 88     -        18.37   (+/-2cm)      60.3    (feet)  VERTCON   
 LV0308  ___________________________________________________________________
 LV0308  GEOID HEIGHT-         -30.15  (meters)                     GEOID09
 LV0308  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0308
 LV0308.The horizontal coordinates were scaled from a topographic map and have
 LV0308.an estimated accuracy of +/- 6 seconds.
 LV0308.
 LV0308.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0308
 LV0308.The vertical order pertains to the NGVD 29 superseded value.
 LV0308
 LV0308.The geoid height was determined by GEOID09.
 LV0308
 LV0308;                    North         East    Units  Estimated Accuracy
 LV0308;SPC CA 1     -   674,190.    1,824,660.      MT  (+/- 180 meters Scaled)
 LV0308
 LV0308                          SUPERSEDED SURVEY CONTROL
 LV0308
 LV0308  NGVD 29 (??/??/??)   17.347  (m)           56.91   (f) ADJUSTED    1 2
 LV0308
 LV0308.Superseded values are not recommended for survey control.
 LV0308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0308.See file dsdata.txt to determine how the superseded data were derived.
 LV0308
 LV0308_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL089263(NAD 83)
 LV0308
 LV0308_MARKER: DD = SURVEY DISK
 LV0308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0308+STABILITY: SURFACE MOTION
 LV0308
 LV0308  HISTORY     - Date     Condition        Report By
 LV0308  HISTORY     - UNK      MONUMENTED       CADH
 LV0308  HISTORY     - 1967     GOOD             CGS
 LV0308  HISTORY     - 1971     GOOD             NGS
 LV0308  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0308
 LV0308                          STATION DESCRIPTION
 LV0308
 LV0308'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0308'AT ARCATA.
 LV0308'AT ARCATA, 1.5 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FOURTH
 LV0308'STREET OVERPASS, IN THE ISLAND BETWEEN THE TRAFFIC LANES OF THE
 LV0308'HIGHWAY, ABOUT 150 FEET NORTH OF THE CENTER OF THE INTERSECTION
 LV0308'OF ST LOUIS ROAD, 24 FEET WEST OF THE CENTER LINE OF THE
 LV0308'EAST LANES, 21 FEET EAST OF THE CENTER LINE OF THE WEST LANES,
 LV0308'42 FEET SOUTH OF THE SOUTH EDGE OF A BORDER AROUND SHRUBS,
 LV0308'ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A
 LV0308'CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE SURFACE OF THE
 LV0308'ISLAND.
 LV0308
 LV0308                          STATION RECOVERY (1971)
 LV0308
 LV0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LV0308'RECOVERED IN GOOD CONDITION.
 LV0308
 LV0308                          STATION RECOVERY (1988)
 LV0308
 LV0308'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0308'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0309 ***********************************************************************
 LV0309  DESIGNATION -  I 37+50
 LV0309  PID         -  LV0309
 LV0309  STATE/COUNTY-  CA/HUMBOLDT
 LV0309  USGS QUAD   -  ARCATA NORTH (1972)
 LV0309
 LV0309                         *CURRENT SURVEY CONTROL
 LV0309  ___________________________________________________________________
 LV0309* NAD 83(1986)-  40 53 08.     (N)    124 04 48.     (W)     SCALED    
 LV0309* NAVD 88     -        15.48   (+/-2cm)      50.8    (feet)  VERTCON   
 LV0309  ___________________________________________________________________
 LV0309  GEOID HEIGHT-         -30.15  (meters)                     GEOID09
 LV0309  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0309
 LV0309.The horizontal coordinates were scaled from a topographic map and have
 LV0309.an estimated accuracy of +/- 6 seconds.
 LV0309.
 LV0309.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0309
 LV0309.The vertical order pertains to the NGVD 29 superseded value.
 LV0309
 LV0309.The geoid height was determined by GEOID09.
 LV0309
 LV0309;                    North         East    Units  Estimated Accuracy
 LV0309;SPC CA 1     -   674,440.    1,824,730.      MT  (+/- 180 meters Scaled)
 LV0309
 LV0309                          SUPERSEDED SURVEY CONTROL
 LV0309
 LV0309  NGVD 29 (??/??/??)   14.461  (m)           47.44   (f) ADJUSTED    1 2
 LV0309
 LV0309.Superseded values are not recommended for survey control.
 LV0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0309.See file dsdata.txt to determine how the superseded data were derived.
 LV0309
 LV0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL090266(NAD 83)
 LV0309
 LV0309_MARKER: DD = SURVEY DISK
 LV0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0309_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0309+STABILITY: SURFACE MOTION
 LV0309
 LV0309  HISTORY     - Date     Condition        Report By
 LV0309  HISTORY     - UNK      MONUMENTED       CADH
 LV0309  HISTORY     - 1967     GOOD             CGS
 LV0309  HISTORY     - 1971     GOOD             NGS
 LV0309  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0309
 LV0309                          STATION DESCRIPTION
 LV0309
 LV0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0309'1.6 MI N FROM ARCATA.
 LV0309'1.65 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FOURTH STREET
 LV0309'OVERPASS AT ARCATA, IN THE ISLAND BETWEEN THE TRAFFIC LANES
 LV0309'OF THE HIGHWAY, ABOUT 200 FEET SOUTH OF HIGHWAY MILEAGE 87.50,
 LV0309'AT THE JUNCTION OF A PAVED ROAD SOUTHEAST, 23 FEET EAST OF THE
 LV0309'CENTER LINE OF THE WEST LANES, 21 FEET WEST OF THE CENTER LINE
 LV0309'OF THE EAST LANES, ABOUT 1 FOOT HIGHER THAN THE HIGHWAY, AND
 LV0309'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 LV0309'SURFACE OF THE ISLAND.
 LV0309
 LV0309                          STATION RECOVERY (1971)
 LV0309
 LV0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LV0309'RECOVERED IN GOOD CONDITION.
 LV0309
 LV0309                          STATION RECOVERY (1988)
 LV0309
 LV0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0309'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0310 ***********************************************************************
 LV0310  DESIGNATION -  I 43+82
 LV0310  PID         -  LV0310
 LV0310  STATE/COUNTY-  CA/HUMBOLDT
 LV0310  USGS QUAD   -  ARCATA NORTH (1972)
 LV0310
 LV0310                         *CURRENT SURVEY CONTROL
 LV0310  ___________________________________________________________________
 LV0310* NAD 83(1986)-  40 53 13.     (N)    124 04 48.     (W)     SCALED    
 LV0310* NAVD 88     -        15.98   (+/-2cm)      52.4    (feet)  VERTCON   
 LV0310  ___________________________________________________________________
 LV0310  GEOID HEIGHT-         -30.14  (meters)                     GEOID09
 LV0310  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0310
 LV0310.The horizontal coordinates were scaled from a topographic map and have
 LV0310.an estimated accuracy of +/- 6 seconds.
 LV0310.
 LV0310.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0310
 LV0310.The vertical order pertains to the NGVD 29 superseded value.
 LV0310
 LV0310.The geoid height was determined by GEOID09.
 LV0310
 LV0310;                    North         East    Units  Estimated Accuracy
 LV0310;SPC CA 1     -   674,590.    1,824,740.      MT  (+/- 180 meters Scaled)
 LV0310
 LV0310                          SUPERSEDED SURVEY CONTROL
 LV0310
 LV0310  NGVD 29 (??/??/??)   14.956  (m)           49.07   (f) ADJUSTED    1 2
 LV0310
 LV0310.Superseded values are not recommended for survey control.
 LV0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0310.See file dsdata.txt to determine how the superseded data were derived.
 LV0310
 LV0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL090267(NAD 83)
 LV0310
 LV0310_MARKER: DD = SURVEY DISK
 LV0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0310+STABILITY: SURFACE MOTION
 LV0310
 LV0310  HISTORY     - Date     Condition        Report By
 LV0310  HISTORY     - UNK      MONUMENTED       CADH
 LV0310  HISTORY     - 1967     GOOD             CGS
 LV0310  HISTORY     - 1971     GOOD             NGS
 LV0310  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0310
 LV0310                          STATION DESCRIPTION
 LV0310
 LV0310'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0310'1.8 MI N FROM ARCATA.
 LV0310'1.75 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FOURTH STREET
 LV0310'OVERPASS AT ARCATA, IN THE ISLAND BETWEEN THE TRAFFIC LANES
 LV0310'OF THE HIGHWAY, AT THE JUNCTION OF A BUSINESS ROAD EAST,
 LV0310'40 FEET SOUTH OF THE NORTH END OF THE ISLAND, 23 FEET EAST OF
 LV0310'THE CENTER LINE OF THE WEST LANES, 21 FEET WEST OF THE CENTER
 LV0310'LINE OF THE EAST LANES, AND SET IN THE TOP OF A CONCRETE POST
 LV0310'PROJECTING 0.1 FOOT AOBVE THE SURFACE OF THE ISLAND.
 LV0310
 LV0310                          STATION RECOVERY (1971)
 LV0310
 LV0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LV0310'RECOVERED IN GOOD CONDITION.
 LV0310
 LV0310                          STATION RECOVERY (1988)
 LV0310
 LV0310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0310'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0311 ***********************************************************************
 LV0311  DESIGNATION -  I 53+60
 LV0311  PID         -  LV0311
 LV0311  STATE/COUNTY-  CA/HUMBOLDT
 LV0311  USGS QUAD   -  ARCATA NORTH (1972)
 LV0311
 LV0311                         *CURRENT SURVEY CONTROL
 LV0311  ___________________________________________________________________
 LV0311* NAD 83(1986)-  40 53 24.     (N)    124 04 49.     (W)     SCALED    
 LV0311* NAVD 88     -        20.97   (+/-2cm)      68.8    (feet)  VERTCON   
 LV0311  ___________________________________________________________________
 LV0311  GEOID HEIGHT-         -30.14  (meters)                     GEOID09
 LV0311  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0311
 LV0311.The horizontal coordinates were scaled from a topographic map and have
 LV0311.an estimated accuracy of +/- 6 seconds.
 LV0311.
 LV0311.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0311
 LV0311.The vertical order pertains to the NGVD 29 superseded value.
 LV0311
 LV0311.The geoid height was determined by GEOID09.
 LV0311
 LV0311;                    North         East    Units  Estimated Accuracy
 LV0311;SPC CA 1     -   674,930.    1,824,720.      MT  (+/- 180 meters Scaled)
 LV0311
 LV0311                          SUPERSEDED SURVEY CONTROL
 LV0311
 LV0311  NGVD 29 (??/??/??)   19.950  (m)           65.45   (f) ADJUSTED    1 2
 LV0311
 LV0311.Superseded values are not recommended for survey control.
 LV0311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0311.See file dsdata.txt to determine how the superseded data were derived.
 LV0311
 LV0311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL089271(NAD 83)
 LV0311
 LV0311_MARKER: DD = SURVEY DISK
 LV0311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0311+STABILITY: SURFACE MOTION
 LV0311
 LV0311  HISTORY     - Date     Condition        Report By
 LV0311  HISTORY     - UNK      MONUMENTED       CADH
 LV0311  HISTORY     - 1967     GOOD             CGS
 LV0311  HISTORY     - 1971     GOOD             NGS
 LV0311  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0311
 LV0311                          STATION DESCRIPTION
 LV0311
 LV0311'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0311'2 MI N FROM ARCATA.
 LV0311'1.95 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FOURTH STREET
 LV0311'OVERPASS AT ARCATA, IN THE CENTER OF THE INTERSECTION OF A
 LV0311'ROAD EAST TO A CAFE AND SEVICE STATION, 48 FEET SOUTH OF THE
 LV0311'SOUTH END OF AN ISLAND, 36 FEET NORTH OF THE NORTH END OF AN
 LV0311'ISLAND, 24 FEET EAST OF THE CENTER LINE OF THE WEST LANES OF
 LV0311'THE HIGHWAY, 21 FEET WEST OF THE CENTER LINE OF THE EAST
 LV0311'LANES OF THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 LV0311'ABOUT 1 FOOT UNDER GROUND.  ACCESS TO THE MARK IS THRU THE REMOVAL
 LV0311'OF A MAN HOLE COVER.
 LV0311
 LV0311                          STATION RECOVERY (1971)
 LV0311
 LV0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LV0311'RECOVERED IN GOOD CONDITION.
 LV0311
 LV0311                          STATION RECOVERY (1988)
 LV0311
 LV0311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0311'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0305 ***********************************************************************
 LV0305  DESIGNATION -  I 6+92
 LV0305  PID         -  LV0305
 LV0305  STATE/COUNTY-  CA/HUMBOLDT
 LV0305  USGS QUAD   -  ARCATA NORTH (1972)
 LV0305
 LV0305                         *CURRENT SURVEY CONTROL
 LV0305  ___________________________________________________________________
 LV0305* NAD 83(1986)-  40 52 38.     (N)    124 04 59.     (W)     SCALED    
 LV0305* NAVD 88     -        19.23   (+/-2cm)      63.1    (feet)  VERTCON   
 LV0305  ___________________________________________________________________
 LV0305  GEOID HEIGHT-         -30.18  (meters)                     GEOID09
 LV0305  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0305
 LV0305.The horizontal coordinates were scaled from a topographic map and have
 LV0305.an estimated accuracy of +/- 6 seconds.
 LV0305.
 LV0305.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0305
 LV0305.The vertical order pertains to the NGVD 29 superseded value.
 LV0305
 LV0305.The geoid height was determined by GEOID09.
 LV0305
 LV0305;                    North         East    Units  Estimated Accuracy
 LV0305;SPC CA 1     -   673,520.    1,824,450.      MT  (+/- 180 meters Scaled)
 LV0305
 LV0305                          SUPERSEDED SURVEY CONTROL
 LV0305
 LV0305  NGVD 29 (??/??/??)   18.210  (m)           59.74   (f) ADJUSTED    1 2
 LV0305
 LV0305.Superseded values are not recommended for survey control.
 LV0305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0305.See file dsdata.txt to determine how the superseded data were derived.
 LV0305
 LV0305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL087256(NAD 83)
 LV0305
 LV0305_MARKER: DD = SURVEY DISK
 LV0305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0305+STABILITY: SURFACE MOTION
 LV0305
 LV0305  HISTORY     - Date     Condition        Report By
 LV0305  HISTORY     - UNK      MONUMENTED       CADH
 LV0305  HISTORY     - 1967     GOOD             CGS
 LV0305  HISTORY     - 1971     GOOD             NGS
 LV0305  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0305
 LV0305                          STATION DESCRIPTION
 LV0305
 LV0305'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0305'AT ARCATA.
 LV0305'AT ARCATA, ALONG U.S. HIGHWAY 101, 0.15 MILE NORTH OF THE
 LV0305'JUNCTION OF 17TH STREET, AT HIGHWAY MILEAGE 86.87, BETWEEN
 LV0305'THE TRAFFIC LANES OF THE HIGHWAY, 57 FEET NORTH OF THE SOUTH
 LV0305'END OF THE ISLAND AT THE JUNCTION OF ARCATA BOULEVARD NORTHEAST,
 LV0305'24 FEET EAST OF THE CENTER LINE OF THE WEST LANES, 21 FEET
 LV0305'WEST OF THE CENTER LINE OF THE EAST LANES, AND SET IN THE TOP
 LV0305'OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE ISLAND.
 LV0305
 LV0305                          STATION RECOVERY (1971)
 LV0305
 LV0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 LV0305'RECOVERED IN GOOD CONDITION.
 LV0305
 LV0305                          STATION RECOVERY (1988)
 LV0305
 LV0305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0305'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1289 ***********************************************************************
 LU1289  DESIGNATION -  J 101
 LU1289  PID         -  LU1289
 LU1289  STATE/COUNTY-  CA/HUMBOLDT
 LU1289  USGS QUAD   -  MYERS FLAT (1969)
 LU1289
 LU1289                         *CURRENT SURVEY CONTROL
 LU1289  ___________________________________________________________________
 LU1289* NAD 83(1986)-  40 15 33.     (N)    123 50 26.     (W)     SCALED    
 LU1289* NAVD 88     -        63.716  (meters)     209.04   (feet)  ADJUSTED  
 LU1289  ___________________________________________________________________
 LU1289  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU1289  DYNAMIC HT  -          63.682 (meters)     208.93  (feet)  COMP
 LU1289  MODELED GRAV-     980,103.3   (mgal)                       NAVD 88
 LU1289
 LU1289  VERT ORDER  -  FIRST     CLASS II
 LU1289
 LU1289.The horizontal coordinates were scaled from a topographic map and have
 LU1289.an estimated accuracy of +/- 6 seconds.
 LU1289.
 LU1289.The orthometric height was determined by differential leveling and
 LU1289.adjusted in December 1992.
 LU1289
 LU1289.The geoid height was determined by GEOID09.
 LU1289
 LU1289.The dynamic height is computed by dividing the NAVD 88
 LU1289.geopotential number by the normal gravity value computed on the
 LU1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1289.degrees latitude (g = 980.6199 gals.).
 LU1289
 LU1289.The modeled gravity was interpolated from observed gravity values.
 LU1289
 LU1289;                    North         East    Units  Estimated Accuracy
 LU1289;SPC CA 1     -   604,450.    1,843,440.      MT  (+/- 180 meters Scaled)
 LU1289
 LU1289                          SUPERSEDED SURVEY CONTROL
 LU1289
 LU1289  NAVD 88 (06/15/91)   63.716  (m)          209.04   (f) UNKNOWN     1 2
 LU1289  NGVD 29 (12/02/92)   62.779  (m)          205.97   (f) ADJUSTED    1 2
 LU1289
 LU1289.Superseded values are not recommended for survey control.
 LU1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1289.See file dsdata.txt to determine how the superseded data were derived.
 LU1289
 LU1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK285568(NAD 83)
 LU1289
 LU1289_MARKER: DD = SURVEY DISK
 LU1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1289_SP_SET: CONCRETE POST
 LU1289_STAMPING: J 101 1931
 LU1289_MARK LOGO: CADH  
 LU1289_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1289+STABILITY: SURFACE MOTION
 LU1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1289+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1289
 LU1289  HISTORY     - Date     Condition        Report By
 LU1289  HISTORY     - 1931     MONUMENTED       CADH
 LU1289  HISTORY     - 1967     GOOD             CGS
 LU1289  HISTORY     - 19880328 GOOD             NGS
 LU1289  HISTORY     - 19920729 GOOD             NGS
 LU1289
 LU1289                          STATION DESCRIPTION
 LU1289
 LU1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1289'2.4 MI N FROM MIRANDA.
 LU1289'2.45 MILES NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1289'HIGH SCHOOL AT MIRANDA, AMONG REDWOOD TREES BETWEEN THE RIVER
 LU1289'AND THE AVENUE, 34 FEET SOUTH OF THE CENTER LINE OF THE AVENUE,
 LU1289'210 FEET EAST OF A LARGE DRINKING FOUNTAIN, 37 FEET SOUTHEAST OF
 LU1289'THE SOUTH END OF 24-INCH PIPE CULVERT 8.94, 11 FEET SOUTHEAST OF
 LU1289'THE SOUTHEAST EDGE OF A SPLIT REDWOOD TREE, 0.8 FOOT NORTH OF
 LU1289'A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP
 LU1289'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LU1289
 LU1289                          STATION RECOVERY (1988)
 LU1289
 LU1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1289'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.4 KM (15.80
 LU1289'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1289'GARBERVILLE, THENCE 14.5 KM (9.00 MI) NORTHERLY ALONG THE AVENUE OF
 LU1289'THE GANTS.  NOTE--THE MARK IS NOW 3-INCHES BELOW THE GROUND SURFACE.
 LU1289
 LU1289                          STATION RECOVERY (1992)
 LU1289
 LU1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1289'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1289'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1289'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1289'101, THENCE 14.6 KM (9.05 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1289'GIANTS, 64.0 M (210.0 FT) EAST OF A FOUNTAIN, 11.3 M (37.1 FT)
 LU1289'SOUTHEAST OF THE SOUTH END OF A CULVERT AT MILEPOST 8.94, 10.4 M
 LU1289'(34.1 FT) SOUTH OF THE CENTERLINE OF THE AVENUE, 3.4 M (11.2 FT)
 LU1289'SOUTHEAST OF THE SOUTHEAST FACE OF A SPLIT REDWOOD TREE, 0.3 M
 LU1289'(1.0 FT) NORTH OF A WITNESS POST, LEVEL WITH THE AVENUE, AND THE
 LU1289'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1515 ***********************************************************************
 KT1515  DESIGNATION -  J 102 RESET
 KT1515  PID         -  KT1515
 KT1515  STATE/COUNTY-  CA/MENDOCINO
 KT1515  USGS QUAD   -  PIERCY (1994)
 KT1515
 KT1515                         *CURRENT SURVEY CONTROL
 KT1515  ___________________________________________________________________
 KT1515* NAD 83(1986)-  39 57 37.     (N)    123 46 45.     (W)     SCALED    
 KT1515* NAVD 88     -       230.036  (meters)     754.71   (feet)  ADJUSTED  
 KT1515  ___________________________________________________________________
 KT1515  GEOID HEIGHT-         -30.27  (meters)                     GEOID09
 KT1515  DYNAMIC HT  -         229.909 (meters)     754.29  (feet)  COMP
 KT1515  MODELED GRAV-     980,069.1   (mgal)                       NAVD 88
 KT1515
 KT1515  VERT ORDER  -  FIRST     CLASS II
 KT1515
 KT1515.The horizontal coordinates were scaled from a topographic map and have
 KT1515.an estimated accuracy of +/- 6 seconds.
 KT1515.
 KT1515.The orthometric height was determined by differential leveling and
 KT1515.adjusted in June 1991.
 KT1515
 KT1515.The geoid height was determined by GEOID09.
 KT1515
 KT1515.The dynamic height is computed by dividing the NAVD 88
 KT1515.geopotential number by the normal gravity value computed on the
 KT1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1515.degrees latitude (g = 980.6199 gals.).
 KT1515
 KT1515.The modeled gravity was interpolated from observed gravity values.
 KT1515
 KT1515;                    North         East    Units  Estimated Accuracy
 KT1515;SPC CA 2     -   756,100.    1,847,990.      MT  (+/- 180 meters Scaled)
 KT1515
 KT1515                          SUPERSEDED SURVEY CONTROL
 KT1515
 KT1515  NGVD 29 (12/02/92)  229.119  (m)          751.70   (f) ADJUSTED    1 2
 KT1515
 KT1515.Superseded values are not recommended for survey control.
 KT1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1515.See file dsdata.txt to determine how the superseded data were derived.
 KT1515
 KT1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK334236(NAD 83)
 KT1515
 KT1515_MARKER: DB = BENCH MARK DISK
 KT1515_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 KT1515_SP_SET: BRIDGE CURB
 KT1515_STAMPING: J 102 RESET 1947
 KT1515_MARK LOGO: CGS   
 KT1515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1515
 KT1515  HISTORY     - Date     Condition        Report By
 KT1515  HISTORY     - 1947     MONUMENTED       CADH
 KT1515  HISTORY     - 1967     GOOD             CGS
 KT1515  HISTORY     - 1972     GOOD             USGS
 KT1515  HISTORY     - 19880401 GOOD             NGS
 KT1515
 KT1515                          STATION DESCRIPTION
 KT1515
 KT1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1515'2 MI S FROM PIERCY.
 KT1515'1.95 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1515'AT PIERCY, AT HIGHWAY MILEAGE 103.36, IN THE TOP AND 1.0 FOOT
 KT1515'EAST OF THE WEST END OF THE SOUTH CONCRETE CURB OF BRIDGE 10-100,
 KT1515'12 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT
 KT1515'NORTH OF A STEEL GUARDRAIL, AND ABOUT LEVEL WITH THE HIGHWAY.
 KT1515
 KT1515                          STATION RECOVERY (1972)
 KT1515
 KT1515'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1515'RECOVERED IN GOOD CONDITION.
 KT1515
 KT1515                          STATION RECOVERY (1988)
 KT1515
 KT1515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1515'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.9 KM (9.25
 KT1515'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 KT1515'HIGHWAY 1 IN LEGGETT, THENCE 2.1 KM (1.30 MI) NORTHERLY ALONG STATE
 KT1515'HIGHWAY 271.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0892 ***********************************************************************
 KT0892  DESIGNATION -  J 103 CAHD
 KT0892  PID         -  KT0892
 KT0892  STATE/COUNTY-  CA/MENDOCINO
 KT0892  USGS QUAD   -  LAYTONVILLE (1994)
 KT0892
 KT0892                         *CURRENT SURVEY CONTROL
 KT0892  ___________________________________________________________________
 KT0892* NAD 83(1986)-  39 39 41.     (N)    123 28 34.     (W)     SCALED    
 KT0892* NAVD 88     -       508.77   (+/-2cm)    1669.2    (feet)  VERTCON   
 KT0892  ___________________________________________________________________
 KT0892  GEOID HEIGHT-         -29.55  (meters)                     GEOID09
 KT0892  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0892
 KT0892.The horizontal coordinates were scaled from a topographic map and have
 KT0892.an estimated accuracy of +/- 6 seconds.
 KT0892.
 KT0892.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0892
 KT0892.The vertical order pertains to the NGVD 29 superseded value.
 KT0892
 KT0892.The geoid height was determined by GEOID09.
 KT0892
 KT0892;                    North         East    Units  Estimated Accuracy
 KT0892;SPC CA 2     -   722,460.    1,873,340.      MT  (+/- 180 meters Scaled)
 KT0892
 KT0892                          SUPERSEDED SURVEY CONTROL
 KT0892
 KT0892  NGVD 29 (??/??/92)  507.83   (m)         1666.1    (f) COMPUTED    1 2
 KT0892
 KT0892.Superseded values are not recommended for survey control.
 KT0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0892.See file dsdata.txt to determine how the superseded data were derived.
 KT0892
 KT0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ591902(NAD 83)
 KT0892
 KT0892_MARKER: DB = BENCH MARK DISK
 KT0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT0892_STAMPING: J 103 1931
 KT0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0892+STABILITY: SURFACE MOTION
 KT0892
 KT0892  HISTORY     - Date     Condition        Report By
 KT0892  HISTORY     - 1931     MONUMENTED       CADH
 KT0892  HISTORY     - 1967     GOOD             CGS
 KT0892
 KT0892                          STATION DESCRIPTION
 KT0892
 KT0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0892'1.9 MI S FROM LAYTONVILLE.
 KT0892'1.9 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT0892'AT LAYTONVILLE, ON THE OUTSIDE OF A CURVE, AT A PULLOUT AREA,
 KT0892'115 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET EAST
 KT0892'OF THE CENTER LINE OF AN OLD PORTION OF THE HIGHWAY, 23 FEET
 KT0892'NORTH OF A 48-INCH PINE TREE, 1.2 FEET SOUTH OF A WITNESS
 KT0892'POST, 1.0 FOOT WEST OF A FENCE, ABOUT 3 FEET HIGHER THAN THE
 KT0892'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4
 KT0892'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1467 ***********************************************************************
 KT1467  DESIGNATION -  J 1082
 KT1467  PID         -  KT1467
 KT1467  STATE/COUNTY-  CA/MENDOCINO
 KT1467  USGS QUAD   -  TAN OAK PARK (1994)
 KT1467
 KT1467                         *CURRENT SURVEY CONTROL
 KT1467  ___________________________________________________________________
 KT1467* NAD 83(1986)-  39 46 25.     (N)    123 32 44.     (W)     SCALED    
 KT1467* NAVD 88     -       482.91   (+/-2cm)    1584.3    (feet)  VERTCON   
 KT1467  ___________________________________________________________________
 KT1467  GEOID HEIGHT-         -29.62  (meters)                     GEOID09
 KT1467  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1467
 KT1467.The horizontal coordinates were scaled from a topographic map and have
 KT1467.an estimated accuracy of +/- 6 seconds.
 KT1467.
 KT1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1467
 KT1467.The vertical order pertains to the NGVD 29 superseded value.
 KT1467
 KT1467.The geoid height was determined by GEOID09.
 KT1467
 KT1467;                    North         East    Units  Estimated Accuracy
 KT1467;SPC CA 2     -   735,020.    1,867,590.      MT  (+/- 180 meters Scaled)
 KT1467
 KT1467                          SUPERSEDED SURVEY CONTROL
 KT1467
 KT1467  NGVD 29 (??/??/92)  481.982  (m)         1581.30   (f) ADJ UNCH    1 2
 KT1467
 KT1467.Superseded values are not recommended for survey control.
 KT1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1467.See file dsdata.txt to determine how the superseded data were derived.
 KT1467
 KT1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK532027(NAD 83)
 KT1467
 KT1467_MARKER: DB = BENCH MARK DISK
 KT1467_SETTING: 66 = SET IN ROCK OUTCROP
 KT1467_SP_SET: OUTCROP
 KT1467_STAMPING: J 1082 1967
 KT1467_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1467+STABILITY: POSITION/ELEVATION WELL
 KT1467
 KT1467  HISTORY     - Date     Condition        Report By
 KT1467  HISTORY     - 1967     MONUMENTED       CGS
 KT1467
 KT1467                          STATION DESCRIPTION
 KT1467
 KT1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1467'7.2 MI N FROM LAYTONVILLE.
 KT1467'7.2 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1467'LAYTONVILLE, 0.05 MILE NORTH OF THE JUNCTION OF A DIRT ROAD EAST,
 KT1467'IN THE TOP OF A 4-BY 10-FOOT OUTCROP WHICH PROJECTS ABOUT 4 1/2
 KT1467'FEET ABOVE THE GROUND, 55 FEET EAST OF THE CENTER LINE OF THE
 KT1467'HIGHWAY, 35 YARDS NORTH OF CULVERT 76.63, 3.5 FEET OF A WITNESS
 KT1467'POST, AND ABOUT 5 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1504 ***********************************************************************
 KT1504  DESIGNATION -  J 1083
 KT1504  PID         -  KT1504
 KT1504  STATE/COUNTY-  CA/MENDOCINO
 KT1504  USGS QUAD   -  PIERCY (1994)
 KT1504
 KT1504                         *CURRENT SURVEY CONTROL
 KT1504  ___________________________________________________________________
 KT1504* NAD 83(1986)-  39 54 26.     (N)    123 45 09.     (W)     SCALED    
 KT1504* NAVD 88     -       205.45   (+/-2cm)     674.0    (feet)  VERTCON   
 KT1504  ___________________________________________________________________
 KT1504  GEOID HEIGHT-         -30.16  (meters)                     GEOID09
 KT1504  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1504
 KT1504.The horizontal coordinates were scaled from a topographic map and have
 KT1504.an estimated accuracy of +/- 6 seconds.
 KT1504.
 KT1504.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1504
 KT1504.The vertical order pertains to the NGVD 29 superseded value.
 KT1504
 KT1504.The geoid height was determined by GEOID09.
 KT1504
 KT1504;                    North         East    Units  Estimated Accuracy
 KT1504;SPC CA 2     -   750,170.    1,850,150.      MT  (+/- 180 meters Scaled)
 KT1504
 KT1504                          SUPERSEDED SURVEY CONTROL
 KT1504
 KT1504  NGVD 29 (??/??/92)  204.541  (m)          671.06   (f) ADJ UNCH    1 2
 KT1504
 KT1504.Superseded values are not recommended for survey control.
 KT1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1504.See file dsdata.txt to determine how the superseded data were derived.
 KT1504
 KT1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK356177(NAD 83)
 KT1504
 KT1504_MARKER: DB = BENCH MARK DISK
 KT1504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1504_SP_SET: BRIDGE
 KT1504_STAMPING: J 1083 1967
 KT1504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1504
 KT1504  HISTORY     - Date     Condition        Report By
 KT1504  HISTORY     - 1967     MONUMENTED       CGS
 KT1504  HISTORY     - 19880407 MARK NOT FOUND   NGS
 KT1504
 KT1504                          STATION DESCRIPTION
 KT1504
 KT1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1504'5.2 MI N FROM LEGGETT.
 KT1504'5.15 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1504'AT LEGGETT, IN THE TOP AND 0.8 FOOT SOUTH OF THE NORTH END OF
 KT1504'THE WEST CONCRETE ABUTMENT OF WOODEN BRIDGE 10-33 OVER BRIDGES
 KT1504'CREEK, AT HIGHWAY MILEAGE 97.49, 16 FEET NORTH OF THE CENTER
 KT1504'LINE OF THE HIGHWAY, 1.0 FOOT NORTH OF A WOODEN GUARDRAIL, AND
 KT1504'ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY.
 KT1504
 KT1504                          STATION RECOVERY (1988)
 KT1504
 KT1504'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1504'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1261 ***********************************************************************
 LU1261  DESIGNATION -  J 1084
 LU1261  PID         -  LU1261
 LU1261  STATE/COUNTY-  CA/HUMBOLDT
 LU1261  USGS QUAD   -  GARBERVILLE (1970)
 LU1261
 LU1261                         *CURRENT SURVEY CONTROL
 LU1261  ___________________________________________________________________
 LU1261* NAD 83(1986)-  40 06 54.     (N)    123 48 46.     (W)     SCALED    
 LU1261* NAVD 88     -       120.99   (+/-2cm)     396.9    (feet)  VERTCON   
 LU1261  ___________________________________________________________________
 LU1261  GEOID HEIGHT-         -30.49  (meters)                     GEOID09
 LU1261  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1261
 LU1261.The horizontal coordinates were scaled from a topographic map and have
 LU1261.an estimated accuracy of +/- 6 seconds.
 LU1261.
 LU1261.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1261
 LU1261.The vertical order pertains to the NGVD 29 superseded value.
 LU1261
 LU1261.The geoid height was determined by GEOID09.
 LU1261
 LU1261;                    North         East    Units  Estimated Accuracy
 LU1261;SPC CA 1     -   588,390.    1,845,480.      MT  (+/- 180 meters Scaled)
 LU1261
 LU1261                          SUPERSEDED SURVEY CONTROL
 LU1261
 LU1261  NGVD 29 (??/??/92)  120.065  (m)          393.91   (f) ADJ UNCH    1 2
 LU1261
 LU1261.Superseded values are not recommended for survey control.
 LU1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1261.See file dsdata.txt to determine how the superseded data were derived.
 LU1261
 LU1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK307408(NAD 83)
 LU1261
 LU1261_MARKER: DB = BENCH MARK DISK
 LU1261_SETTING: 66 = SET IN ROCK OUTCROP
 LU1261_SP_SET: BEDROCK
 LU1261_STAMPING: J 1084 1967
 LU1261_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1261+STABILITY: POSITION/ELEVATION WELL
 LU1261
 LU1261  HISTORY     - Date     Condition        Report By
 LU1261  HISTORY     - 1967     MONUMENTED       CGS
 LU1261  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LU1261
 LU1261                          STATION DESCRIPTION
 LU1261
 LU1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1261'2.1 MI N FROM GARBERVILLE.
 LU1261'2.1 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1261'GARBERVILLE, 0.7 MILE SOUTHEAST OF THE JUNCTION OF A PAVED ROAD
 LU1261'WEST TO SHELTER COVE, ON THE INSIDE OF A CURVE, ABOUT 12 FEET
 LU1261'LOWER THAN A DRIVEWAY TO THE SHADY GROVE TRAILER COURT, IN THE
 LU1261'TOP OF SANDSTONE BEDROCK WHICH IS IN THE BOTTOM OF A VERY SMALL
 LU1261'WASH, 50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET
 LU1261'NORTH OF THE WEST END OF THE HEAD WALL OF CULVERT B 101+44, 1.0
 LU1261'FOOT WEST OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE
 LU1261'HIGHWAY.
 LU1261
 LU1261                          STATION RECOVERY (1988)
 LU1261
 LU1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1261'THIS AREA HAS BEEN GRADED AND IS NOW A GRASSY LAWN.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1298 ***********************************************************************
 LU1298  DESIGNATION -  J 1085
 LU1298  PID         -  LU1298
 LU1298  STATE/COUNTY-  CA/HUMBOLDT
 LU1298  USGS QUAD   -  WEOTT (1969)
 LU1298
 LU1298                         *CURRENT SURVEY CONTROL
 LU1298  ___________________________________________________________________
 LU1298* NAD 83(1986)-  40 16 24.     (N)    123 52 43.     (W)     SCALED    
 LU1298* NAVD 88     -        96.669  (meters)     317.15   (feet)  ADJUSTED  
 LU1298  ___________________________________________________________________
 LU1298  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 LU1298  DYNAMIC HT  -          96.618 (meters)     316.99  (feet)  COMP
 LU1298  MODELED GRAV-     980,098.8   (mgal)                       NAVD 88
 LU1298
 LU1298  VERT ORDER  -  FIRST     CLASS II
 LU1298
 LU1298.The horizontal coordinates were scaled from a topographic map and have
 LU1298.an estimated accuracy of +/- 6 seconds.
 LU1298.
 LU1298.The orthometric height was determined by differential leveling and
 LU1298.adjusted in December 1992.
 LU1298
 LU1298.The geoid height was determined by GEOID09.
 LU1298
 LU1298.The dynamic height is computed by dividing the NAVD 88
 LU1298.geopotential number by the normal gravity value computed on the
 LU1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1298.degrees latitude (g = 980.6199 gals.).
 LU1298
 LU1298.The modeled gravity was interpolated from observed gravity values.
 LU1298
 LU1298;                    North         East    Units  Estimated Accuracy
 LU1298;SPC CA 1     -   606,090.    1,840,240.      MT  (+/- 180 meters Scaled)
 LU1298
 LU1298                          SUPERSEDED SURVEY CONTROL
 LU1298
 LU1298  NAVD 88 (06/15/91)   96.667  (m)          317.15   (f) UNKNOWN     1 2
 LU1298  NGVD 29 (12/02/92)   95.727  (m)          314.06   (f) ADJUSTED    1 2
 LU1298
 LU1298.Superseded values are not recommended for survey control.
 LU1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1298.See file dsdata.txt to determine how the superseded data were derived.
 LU1298
 LU1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK253584(NAD 83)
 LU1298
 LU1298_MARKER: DB = BENCH MARK DISK
 LU1298_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1298_SP_SET: RETAINING WALL
 LU1298_STAMPING: J 1085 1967
 LU1298_MARK LOGO: CGS   
 LU1298_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1298+STABILITY: SURFACE MOTION
 LU1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1298+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LU1298
 LU1298  HISTORY     - Date     Condition        Report By
 LU1298  HISTORY     - 1967     MONUMENTED       CGS
 LU1298  HISTORY     - 1981     GOOD             CADT
 LU1298  HISTORY     - 19880325 GOOD             NGS
 LU1298  HISTORY     - 19920730 GOOD             NGS
 LU1298
 LU1298                          STATION DESCRIPTION
 LU1298
 LU1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1298'0.7 MI NW FROM MYERS FLAT.
 LU1298'0.7 MILE NORTHWEST ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1298'OVERPASS AT MYERS FLAT, 0.7 MILE NORTHWEST OF BENCH MARK H 1085,
 LU1298'6.5 MILES NORTH OF MIRANDA, IN THE TOP OF THE SOUTHEAST END OF A
 LU1298'CONCRETE RETAINING WALL AT CATCH BASIN 28.61, 35 FEET NORTHEAST
 LU1298'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET HIGHER THAN
 LU1298'THE HIGHWAY.
 LU1298
 LU1298                          STATION RECOVERY (1981)
 LU1298
 LU1298'RECOVERY NOTE BY CALTRANS 1981
 LU1298'EXCEPT IT IS ALONG STATE HIGHWAY ROUTE 101, AT POST MILE 28.61, AND
 LU1298'NOT ALONG ROUTE 254, WHICH IS CALLED THE AVENUE OF THE GIANTS.
 LU1298
 LU1298                          STATION RECOVERY (1988)
 LU1298
 LU1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1298'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  26.5 KM (16.45
 LU1298'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1298'GARBERVILLE.
 LU1298
 LU1298                          STATION RECOVERY (1992)
 LU1298
 LU1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1298'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1298'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1298'REDWOOD DRIVE, THENCE 27.5 KM (17.10 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1298'101, NEAR THE SOUTHEAST END OF A CONCRETE RETAINING WALL FOR A CATCH
 LU1298'BASIN AT MILEPOST 28.61, 10.7 M (35.1 FT) NORTHEAST OF THE CENTERLINE
 LU1298'OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 1.1 M (3.6 FT) ABOVE THE
 LU1298'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0431 ***********************************************************************
 LV0431  DESIGNATION -  J 1086
 LV0431  PID         -  LV0431
 LV0431  STATE/COUNTY-  CA/HUMBOLDT
 LV0431  USGS QUAD   -  SCOTIA (1970)
 LV0431
 LV0431                         *CURRENT SURVEY CONTROL
 LV0431  ___________________________________________________________________
 LV0431* NAD 83(1986)-  40 27 07.     (N)    124 02 35.     (W)     SCALED    
 LV0431* NAVD 88     -        38.21   (+/-2cm)     125.4    (feet)  VERTCON   
 LV0431  ___________________________________________________________________
 LV0431  GEOID HEIGHT-         -30.67  (meters)                     GEOID09
 LV0431  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0431
 LV0431.The horizontal coordinates were scaled from a topographic map and have
 LV0431.an estimated accuracy of +/- 6 seconds.
 LV0431.
 LV0431.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0431
 LV0431.The vertical order pertains to the NGVD 29 superseded value.
 LV0431
 LV0431.The geoid height was determined by GEOID09.
 LV0431
 LV0431;                    North         East    Units  Estimated Accuracy
 LV0431;SPC CA 1     -   626,230.    1,826,720.      MT  (+/- 180 meters Scaled)
 LV0431
 LV0431                          SUPERSEDED SURVEY CONTROL
 LV0431
 LV0431  NGVD 29 (??/??/??)   37.242  (m)          122.18   (f) ADJUSTED    1 2
 LV0431
 LV0431.Superseded values are not recommended for survey control.
 LV0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0431.See file dsdata.txt to determine how the superseded data were derived.
 LV0431
 LV0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK115784(NAD 83)
 LV0431
 LV0431_MARKER: DB = BENCH MARK DISK
 LV0431_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0431_SP_SET: CULVERT
 LV0431_STAMPING: J 1086 1967
 LV0431_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0431
 LV0431  HISTORY     - Date     Condition        Report By
 LV0431  HISTORY     - 1967     MONUMENTED       CGS
 LV0431  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0431
 LV0431                          STATION DESCRIPTION
 LV0431
 LV0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0431'4.6 MI S FROM SCOTIA.
 LV0431'4.65 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE SOUTH END OF THE
 LV0431'EEL RIVER BRIDGE AT SCOTIA, NEAR THE SOUTHEAST EDGE OF A GROVE OF
 LV0431'REDWOODS, IN THE TOP AND 0.8 FOOT SOUTHEAST OF THE NORTHWEST END
 LV0431'OF THE SOUTHWEST CONCRETE HEAD WALL OF CULVERT 47.54, 24 FEET
 LV0431'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2
 LV0431'FEET LOWER THAN THE HIGHWAY.
 LV0431
 LV0431                          STATION RECOVERY (1988)
 LV0431
 LV0431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0431'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0253 ***********************************************************************
 LV0253  DESIGNATION -  J 1087
 LV0253  PID         -  LV0253
 LV0253  STATE/COUNTY-  CA/HUMBOLDT
 LV0253  USGS QUAD   -  FIELDS LANDING (1972)
 LV0253
 LV0253                         *CURRENT SURVEY CONTROL
 LV0253  ___________________________________________________________________
 LV0253* NAD 83(1986)-  40 40 03.     (N)    124 12 07.     (W)     SCALED    
 LV0253* NAVD 88     -        15.20   (+/-2cm)      49.9    (feet)  VERTCON   
 LV0253  ___________________________________________________________________
 LV0253  GEOID HEIGHT-         -31.00  (meters)                     GEOID09
 LV0253  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0253
 LV0253.The horizontal coordinates were scaled from a topographic map and have
 LV0253.an estimated accuracy of +/- 6 seconds.
 LV0253.
 LV0253.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0253
 LV0253.The vertical order pertains to the NGVD 29 superseded value.
 LV0253
 LV0253.The geoid height was determined by GEOID09.
 LV0253
 LV0253;                    North         East    Units  Estimated Accuracy
 LV0253;SPC CA 1     -   650,480.    1,813,850.      MT  (+/- 180 meters Scaled)
 LV0253
 LV0253                          SUPERSEDED SURVEY CONTROL
 LV0253
 LV0253  NGVD 29 (??/??/??)   14.204  (m)           46.60   (f) ADJUSTED    1 2
 LV0253
 LV0253.Superseded values are not recommended for survey control.
 LV0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0253.See file dsdata.txt to determine how the superseded data were derived.
 LV0253
 LV0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL984025(NAD 83)
 LV0253
 LV0253_MARKER: DB = BENCH MARK DISK
 LV0253_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0253_SP_SET: BRIDGE
 LV0253_STAMPING: J 1087 1967
 LV0253_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0253
 LV0253  HISTORY     - Date     Condition        Report By
 LV0253  HISTORY     - 1967     MONUMENTED       CGS
 LV0253
 LV0253                          STATION DESCRIPTION
 LV0253
 LV0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0253'6.2 MI N FROM FORTUNA.
 LV0253'6.25 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FORTUNA OVERPASS AT
 LV0253'FORTUNA, IN THE TOP O THE SOUTH END OF THE EAST CONCRETE CURB OF
 LV0253'SALMON CREEK BRIDGE 4-20, HIGHWAY MILEAGE 67.87. 20 FEET EAST
 LV0253'OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, AND ABOUT
 LV0253'1/2 FOOT HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0326 ***********************************************************************
 LV0326  DESIGNATION -  J 1088
 LV0326  PID         -  LV0326
 LV0326  STATE/COUNTY-  CA/HUMBOLDT
 LV0326  USGS QUAD   -  ARCATA NORTH (1972)
 LV0326
 LV0326                         *CURRENT SURVEY CONTROL
 LV0326  ___________________________________________________________________
 LV0326* NAD 83(1986)-  40 59 17.     (N)    124 06 35.     (W)     SCALED    
 LV0326* NAVD 88     -        38.415  (meters)     126.03   (feet)  ADJUSTED  
 LV0326  ___________________________________________________________________
 LV0326  GEOID HEIGHT-         -30.07  (meters)                     GEOID09
 LV0326  DYNAMIC HT  -          38.399 (meters)     125.98  (feet)  COMP
 LV0326  MODELED GRAV-     980,215.1   (mgal)                       NAVD 88
 LV0326
 LV0326  VERT ORDER  -  FIRST     CLASS II
 LV0326
 LV0326.The horizontal coordinates were scaled from a topographic map and have
 LV0326.an estimated accuracy of +/- 6 seconds.
 LV0326.
 LV0326.The orthometric height was determined by differential leveling and
 LV0326.adjusted in June 1991.
 LV0326
 LV0326.The geoid height was determined by GEOID09.
 LV0326
 LV0326.The dynamic height is computed by dividing the NAVD 88
 LV0326.geopotential number by the normal gravity value computed on the
 LV0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0326.degrees latitude (g = 980.6199 gals.).
 LV0326
 LV0326.The modeled gravity was interpolated from observed gravity values.
 LV0326
 LV0326;                    North         East    Units  Estimated Accuracy
 LV0326;SPC CA 1     -   685,870.    1,822,500.      MT  (+/- 180 meters Scaled)
 LV0326
 LV0326                          SUPERSEDED SURVEY CONTROL
 LV0326
 LV0326  NGVD 29 (12/02/92)   37.382  (m)          122.64   (f) ADJUSTED    1 2
 LV0326
 LV0326.Superseded values are not recommended for survey control.
 LV0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0326.See file dsdata.txt to determine how the superseded data were derived.
 LV0326
 LV0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL066380(NAD 83)
 LV0326
 LV0326_MARKER: DB = BENCH MARK DISK
 LV0326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0326_SP_SET: CATCH BASIN
 LV0326_STAMPING: J 1088 1967
 LV0326_MARK LOGO: CGS   
 LV0326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0326
 LV0326  HISTORY     - Date     Condition        Report By
 LV0326  HISTORY     - 1967     MONUMENTED       CGS
 LV0326  HISTORY     - 1988     GOOD             NGS
 LV0326
 LV0326                          STATION DESCRIPTION
 LV0326
 LV0326'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0326'3.2 MI N FROM MC KINLEYVILLE.
 LV0326'3.2 MILES NORTH ALONG CENTRAL AVENUE FROM THE POST OFFICE AT
 LV0326'MC KINLEYVILLE, ABOUT 0.5 MILE NORTHEAST OF THE NORTHWEST END
 LV0326'OF THE MAIN RUNWAY OF ARCATA AIRPORT, IN THE Y FORMER BY THE
 LV0326'JUNCTION OF KJER DRIVE, IN THE TOP OF THE SOUTHEAST CONCRETE WALL
 LV0326'OF CONCRETE CATCH BASIN NO. 1-483+11 WITH A STEEL GRATE, 23 FEET
 LV0326'SOUTHWEST OF THE CENTER LINE OF THE AVENUE, 28 FEET NORTHEAST
 LV0326'OF THE CENTER LINE OF THE DRIVE, AND ABOUT 1 1/2 FEET HIGHER
 LV0326'THAN THE AVENUE.
 LV0326
 LV0326                          STATION RECOVERY (1988)
 LV0326
 LV0326'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0326'RECOVERED IN GOOD CONDITTION.  A NEW TO REACH FOLLOWS.  6.3 KM
 LV0326'(3.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF MAIN
 LV0326'STREET IN TRINIDAD, THENCE 2.3 KM (1.45 MI) SOUTHERLY ALONG LITTLE
 LV0326'RIVER DRIVE, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG MCKINLEYVILLE
 LV0326'ROAD, OR 2.6 KM (1.60 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE
 LV0326'JUNCTION OF STATE HIGHWAY 299 IN ARCATA, THENCE 8.2 KM (5.10 MI)
 LV0326'NORTHERLY ALONG MCKINLEYVILLE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0175 ***********************************************************************
 LV0175  DESIGNATION -  J 1089
 LV0175  PID         -  LV0175
 LV0175  STATE/COUNTY-  CA/HUMBOLDT
 LV0175  USGS QUAD   -  RODGERS PEAK (1966)
 LV0175
 LV0175                         *CURRENT SURVEY CONTROL
 LV0175  ___________________________________________________________________
 LV0175* NAD 83(1986)-  41 14 38.     (N)    124 05 11.     (W)     SCALED    
 LV0175* NAVD 88     -        37.087  (meters)     121.68   (feet)  POSTED    
 LV0175  ___________________________________________________________________
 LV0175  GEOID HEIGHT-         -29.48  (meters)                     GEOID09
 LV0175  DYNAMIC HT  -          37.07  (meters)     121.6   (feet)  COMP
 LV0175  MODELED GRAV-     980,236.3   (mgal)                       NAVD 88
 LV0175
 LV0175  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LV0175
 LV0175.The horizontal coordinates were scaled from a topographic map and have
 LV0175.an estimated accuracy of +/- 6 seconds.
 LV0175.
 LV0175.The orthometric height was determined by differential leveling
 LV0175.and adjusted by the  in 1992.
 LV0175
 LV0175.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LV0175.rate of 0.0 thru 1.0 mm/km.
 LV0175
 LV0175.The geoid height was determined by GEOID09.
 LV0175
 LV0175.The dynamic height is computed by dividing the NAVD 88
 LV0175.geopotential number by the normal gravity value computed on the
 LV0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0175.degrees latitude (g = 980.6199 gals.).
 LV0175
 LV0175.The modeled gravity was interpolated from observed gravity values.
 LV0175
 LV0175;                    North         East    Units  Estimated Accuracy
 LV0175;SPC CA 1     -   714,230.    1,825,140.      MT  (+/- 180 meters Scaled)
 LV0175
 LV0175                          SUPERSEDED SURVEY CONTROL
 LV0175
 LV0175  NGVD 29 (??/??/??)   36.045  (m)          118.26   (f) ADJUSTED    1 2
 LV0175
 LV0175.Superseded values are not recommended for survey control.
 LV0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0175.See file dsdata.txt to determine how the superseded data were derived.
 LV0175
 LV0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL089664(NAD 83)
 LV0175
 LV0175_MARKER: DB = BENCH MARK DISK
 LV0175_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0175_SP_SET: CULVERT
 LV0175_STAMPING: J 1089 1967
 LV0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0175
 LV0175  HISTORY     - Date     Condition        Report By
 LV0175  HISTORY     - 1967     MONUMENTED       CGS
 LV0175  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0175
 LV0175                          STATION DESCRIPTION
 LV0175
 LV0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0175'5 MI S FROM ORICK.
 LV0175'5.05 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0175'ORICK, ON THE OUTSIDE OF A CURVE, IN THE TOP AND 1.0 FOOT SOUTHEAST
 LV0175'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF
 LV0175'CULVERT 116.17, 25 FEET NORTHEAST OF THE CENTER LINE OF THE
 LV0175'HIGHWAY, AND ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY.
 LV0175
 LV0175                          STATION RECOVERY (1988)
 LV0175
 LV0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0175'THERE IS A NEW STORM DRAIN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0086 ***********************************************************************
 LV0086  DESIGNATION -  J 1090
 LV0086  PID         -  LV0086
 LV0086  STATE/COUNTY-  CA/DEL NORTE
 LV0086  USGS QUAD   -  CHILDS HILL (1975)
 LV0086
 LV0086                         *CURRENT SURVEY CONTROL
 LV0086  ___________________________________________________________________
 LV0086* NAD 83(1986)-  41 41 33.     (N)    124 06 33.     (W)     SCALED    
 LV0086* NAVD 88     -       345.265  (meters)    1132.76   (feet)  ADJUSTED  
 LV0086  ___________________________________________________________________
 LV0086  GEOID HEIGHT-         -28.42  (meters)                     GEOID09
 LV0086  DYNAMIC HT  -         345.132 (meters)    1132.32  (feet)  COMP
 LV0086  MODELED GRAV-     980,228.0   (mgal)                       NAVD 88
 LV0086
 LV0086  VERT ORDER  -  FIRST     CLASS II
 LV0086
 LV0086.The horizontal coordinates were scaled from a topographic map and have
 LV0086.an estimated accuracy of +/- 6 seconds.
 LV0086.
 LV0086.The orthometric height was determined by differential leveling and
 LV0086.adjusted in June 1991.
 LV0086
 LV0086.WARNING-Repeat measurements at this control monument indicate possible
 LV0086.vertical movement.
 LV0086
 LV0086.The geoid height was determined by GEOID09.
 LV0086
 LV0086.The dynamic height is computed by dividing the NAVD 88
 LV0086.geopotential number by the normal gravity value computed on the
 LV0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0086.degrees latitude (g = 980.6199 gals.).
 LV0086
 LV0086.The modeled gravity was interpolated from observed gravity values.
 LV0086
 LV0086;                    North         East    Units  Estimated Accuracy
 LV0086;SPC CA 1     -   764,080.    1,824,430.      MT  (+/- 180 meters Scaled)
 LV0086
 LV0086                          SUPERSEDED SURVEY CONTROL
 LV0086
 LV0086  NGVD 29 (12/02/92)  344.242  (m)         1129.40   (f) ADJUSTED    1 2
 LV0086
 LV0086.Superseded values are not recommended for survey control.
 LV0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0086.See file dsdata.txt to determine how the superseded data were derived.
 LV0086
 LV0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM076162(NAD 83)
 LV0086
 LV0086_MARKER: DB = BENCH MARK DISK
 LV0086_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0086_SP_SET: HEADWALL
 LV0086_STAMPING: J 1090 1967
 LV0086_MARK LOGO: CGS   
 LV0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0086+STABILITY: SURFACE MOTION
 LV0086
 LV0086  HISTORY     - Date     Condition        Report By
 LV0086  HISTORY     - 1967     MONUMENTED       CGS
 LV0086  HISTORY     - 1988     GOOD             NGS
 LV0086
 LV0086                          STATION DESCRIPTION
 LV0086
 LV0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0086'6.8 MI S FROM CRESCENT CITY.
 LV0086'6.85 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0086'OF FRONT STREET AT CRESCENT CITY, IN THE TOP AND 1.0 FOOT SOUTHEAST
 LV0086'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF
 LV0086'18-INCH PIPE CULVERT 19.48, 23 FEET NORTHEAST OF THE CENTER
 LV0086'LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 LV0086
 LV0086                          STATION RECOVERY (1988)
 LV0086
 LV0086'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0206 ***********************************************************************
 LV0206  DESIGNATION -  J 1091
 LV0206  PID         -  LV0206
 LV0206  STATE/COUNTY-  CA/DEL NORTE
 LV0206  USGS QUAD   -  FERN CANYON (1966)
 LV0206
 LV0206                         *CURRENT SURVEY CONTROL
 LV0206  ___________________________________________________________________
 LV0206* NAD 83(1986)-  41 28 19.     (N)    124 02 33.     (W)     SCALED    
 LV0206* NAVD 88     -       129.567  (meters)     425.09   (feet)  ADJUSTED  
 LV0206  ___________________________________________________________________
 LV0206  GEOID HEIGHT-         -28.89  (meters)                     GEOID09
 LV0206  DYNAMIC HT  -         129.515 (meters)     424.92  (feet)  COMP
 LV0206  MODELED GRAV-     980,220.4   (mgal)                       NAVD 88
 LV0206
 LV0206  VERT ORDER  -  FIRST     CLASS II
 LV0206
 LV0206.The horizontal coordinates were scaled from a topographic map and have
 LV0206.an estimated accuracy of +/- 6 seconds.
 LV0206.
 LV0206.The orthometric height was determined by differential leveling and
 LV0206.adjusted in June 1991.
 LV0206
 LV0206.The geoid height was determined by GEOID09.
 LV0206
 LV0206.The dynamic height is computed by dividing the NAVD 88
 LV0206.geopotential number by the normal gravity value computed on the
 LV0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0206.degrees latitude (g = 980.6199 gals.).
 LV0206
 LV0206.The modeled gravity was interpolated from observed gravity values.
 LV0206
 LV0206;                    North         East    Units  Estimated Accuracy
 LV0206;SPC CA 1     -   739,460.    1,829,410.      MT  (+/- 180 meters Scaled)
 LV0206
 LV0206                          SUPERSEDED SURVEY CONTROL
 LV0206
 LV0206  NGVD 29 (12/02/92)  128.523  (m)          421.66   (f) ADJUSTED    1 2
 LV0206
 LV0206.Superseded values are not recommended for survey control.
 LV0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0206.See file dsdata.txt to determine how the superseded data were derived.
 LV0206
 LV0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL129916(NAD 83)
 LV0206
 LV0206_MARKER: DB = BENCH MARK DISK
 LV0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0206_SP_SET: CATCH BASIN
 LV0206_STAMPING: J 1091 1967
 LV0206_MARK LOGO: CGS   
 LV0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0206
 LV0206  HISTORY     - Date     Condition        Report By
 LV0206  HISTORY     - 1967     MONUMENTED       CGS
 LV0206  HISTORY     - 1979     GOOD             CADT
 LV0206  HISTORY     - 1988     GOOD             NGS
 LV0206
 LV0206                          STATION DESCRIPTION
 LV0206
 LV0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0206'14.2 MI N FROM ORICK.
 LV0206'14.2 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0206'ORICK, IN THE TOP OF THE NORTH WALL OF 4- BY 4-FOOT CONCRETE
 LV0206'CATCH BASIN 0.61, 23 FEET EAST OF THE CENTER LINE OF THE EAST
 LV0206'LANES OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 LV0206
 LV0206                          STATION RECOVERY (1979)
 LV0206
 LV0206'RECOVERY NOTE BY CALTRANS 1979
 LV0206'RECOVERED IN GOOD CONDITION.
 LV0206
 LV0206                          STATION RECOVERY (1988)
 LV0206
 LV0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0322 ***********************************************************************
 LV0322  DESIGNATION -  J 520
 LV0322  PID         -  LV0322
 LV0322  STATE/COUNTY-  CA/HUMBOLDT
 LV0322  USGS QUAD   -  ARCATA NORTH (1972)
 LV0322
 LV0322                         *CURRENT SURVEY CONTROL
 LV0322  ___________________________________________________________________
 LV0322* NAD 83(1986)-  40 58 17.     (N)    124 06 33.     (W)     SCALED    
 LV0322* NAVD 88     -        63.043  (meters)     206.83   (feet)  ADJUSTED  
 LV0322  ___________________________________________________________________
 LV0322  GEOID HEIGHT-         -30.11  (meters)                     GEOID09
 LV0322  DYNAMIC HT  -          63.017 (meters)     206.75  (feet)  COMP
 LV0322  MODELED GRAV-     980,212.8   (mgal)                       NAVD 88
 LV0322
 LV0322  VERT ORDER  -  FIRST     CLASS II
 LV0322
 LV0322.This mark is at Arcata Airport (ACV)
 LV0322
 LV0322.The horizontal coordinates were scaled from a topographic map and have
 LV0322.an estimated accuracy of +/- 6 seconds.
 LV0322.
 LV0322.The orthometric height was determined by differential leveling and
 LV0322.adjusted in June 1991.
 LV0322
 LV0322.The geoid height was determined by GEOID09.
 LV0322
 LV0322.The dynamic height is computed by dividing the NAVD 88
 LV0322.geopotential number by the normal gravity value computed on the
 LV0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0322.degrees latitude (g = 980.6199 gals.).
 LV0322
 LV0322.The modeled gravity was interpolated from observed gravity values.
 LV0322
 LV0322;                    North         East    Units  Estimated Accuracy
 LV0322;SPC CA 1     -   684,020.    1,822,500.      MT  (+/- 180 meters Scaled)
 LV0322
 LV0322                          SUPERSEDED SURVEY CONTROL
 LV0322
 LV0322  NGVD 29 (??/??/??)   62.009  (m)          203.44   (f) ADJUSTED    1 2
 LV0322
 LV0322.Superseded values are not recommended for survey control.
 LV0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0322.See file dsdata.txt to determine how the superseded data were derived.
 LV0322
 LV0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL066361(NAD 83)
 LV0322
 LV0322_MARKER: DB = BENCH MARK DISK
 LV0322_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0322_SP_SET: APRON
 LV0322_STAMPING: J 520 1962
 LV0322_MARK LOGO: CGS   
 LV0322_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LV0322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0322
 LV0322  HISTORY     - Date     Condition        Report By
 LV0322  HISTORY     - 1962     MONUMENTED       CGS
 LV0322  HISTORY     - 1967     GOOD             CGS
 LV0322  HISTORY     - 1975     GOOD             NGS
 LV0322  HISTORY     - 1978     GOOD             NGS
 LV0322  HISTORY     - 1988     GOOD             NGS
 LV0322  HISTORY     - 19910612 GOOD             CADT
 LV0322
 LV0322                          STATION DESCRIPTION
 LV0322
 LV0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0322'2.4 MI N FROM MC KINLEYVILLE.
 LV0322'1.9 MILES NORTH ALONG CENTRAL AVENUE FROM THE POST OFFICE AT
 LV0322'MC KINLEYVILLE, THENCE 0.45 MILE WEST ACROSS COUNTRY, AT ARCATA
 LV0322'AIRPORT, IN THE TOP OF THE CONCRETE APRON, 49.5 FEET SOUTHEAST
 LV0322'OF THE EAST CORNER OF THE CONTROL TOWER, 2.3 FEET EAST OF A CATCH
 LV0322'BASIN WITH A STEEL GRATE, AND FLUSH WITH THE SURFACE OF THE
 LV0322'APRON.
 LV0322
 LV0322                          STATION RECOVERY (1975)
 LV0322
 LV0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LV0322'RECOVERED IN GOOD CONDITION.
 LV0322
 LV0322                          STATION RECOVERY (1978)
 LV0322
 LV0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 LV0322'RECOVERED IN GOOD CONDITION.
 LV0322
 LV0322                          STATION RECOVERY (1988)
 LV0322
 LV0322'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0322'RECOVERED IN GOOD CONDITION.
 LV0322
 LV0322                          STATION RECOVERY (1991)
 LV0322
 LV0322'RECOVERY NOTE BY CALTRANS 1991
 LV0322'1.9 MI (3.1 KM) NORTH ALONG CENTRAL AVENUE FROM THE POST OFFICE AT
 LV0322'MCKINLEYVILLE, THENCE 0.45 MI (0.72 KM) WEST ACROSS COUNTRY, AT
 LV0322'ARCATA AIRPORT, IN THE TOP OF THE CONCRETE APRON, 49.5 FT (15.1 M)
 LV0322'SOUTHEAST OF THE EAST CORNER OF THE CONTROL TOWER, 2.3 FT (0.7 M)
 LV0322'EAST OF A CATCH BASIN WITH A STEEL GRATE, AND FLUSH WITH THE SURFACE
 LV0322'OF THE APRON.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0185 ***********************************************************************
 LV0185  DESIGNATION -  J 74
 LV0185  PID         -  LV0185
 LV0185  STATE/COUNTY-  CA/HUMBOLDT
 LV0185  USGS QUAD   -  ORICK (1975)
 LV0185
 LV0185                         *CURRENT SURVEY CONTROL
 LV0185  ___________________________________________________________________
 LV0185* NAD 83(1986)-  41 17 16.     (N)    124 03 32.     (W)     SCALED    
 LV0185* NAVD 88     -        11.473  (meters)      37.64   (feet)  ADJUSTED  
 LV0185  ___________________________________________________________________
 LV0185  GEOID HEIGHT-         -29.29  (meters)                     GEOID09
 LV0185  DYNAMIC HT  -          11.469 (meters)      37.63  (feet)  COMP
 LV0185  MODELED GRAV-     980,245.0   (mgal)                       NAVD 88
 LV0185
 LV0185  VERT ORDER  -  FIRST     CLASS II
 LV0185
 LV0185.The horizontal coordinates were scaled from a topographic map and have
 LV0185.an estimated accuracy of +/- 6 seconds.
 LV0185.
 LV0185.The orthometric height was determined by differential leveling and
 LV0185.adjusted in June 1991.
 LV0185
 LV0185.WARNING-Repeat measurements at this control monument indicate possible
 LV0185.vertical movement.
 LV0185
 LV0185.The geoid height was determined by GEOID09.
 LV0185
 LV0185.The dynamic height is computed by dividing the NAVD 88
 LV0185.geopotential number by the normal gravity value computed on the
 LV0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0185.degrees latitude (g = 980.6199 gals.).
 LV0185
 LV0185.The modeled gravity was interpolated from observed gravity values.
 LV0185
 LV0185;                    North         East    Units  Estimated Accuracy
 LV0185;SPC CA 1     -   719,050.    1,827,560.      MT  (+/- 180 meters Scaled)
 LV0185
 LV0185                          SUPERSEDED SURVEY CONTROL
 LV0185
 LV0185  NGVD 29 (??/??/??)   10.436  (m)           34.24   (f) ADJUSTED    1 2
 LV0185
 LV0185.Superseded values are not recommended for survey control.
 LV0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0185.See file dsdata.txt to determine how the superseded data were derived.
 LV0185
 LV0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL113712(NAD 83)
 LV0185
 LV0185_MARKER: DB = BENCH MARK DISK
 LV0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0185_SP_SET: CURB
 LV0185_STAMPING: J 74 1930 33.681
 LV0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0185
 LV0185  HISTORY     - Date     Condition        Report By
 LV0185  HISTORY     - 1930     MONUMENTED       CGS
 LV0185  HISTORY     - 1967     GOOD             CGS
 LV0185  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0185
 LV0185                          STATION DESCRIPTION
 LV0185
 LV0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0185'AT ORICK.
 LV0185'AT ORICK, 0.2 MILE SOUTH OF THE POST OFFICE, IN THE TOP OF THE
 LV0185'SOUTH END OF THE WEST CONCRETE CURB OF A STEEL TRUSS BRIDGE
 LV0185'OVER REDWOOD CREEK, 12.5 FEET WEST OF THE CENTER LINE OF THE
 LV0185'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 LV0185
 LV0185                          STATION RECOVERY (1988)
 LV0185
 LV0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0185'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0287 ***********************************************************************
 LV0287  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0287  DESIGNATION -  J 75 RESET
 LV0287  PID         -  LV0287
 LV0287  STATE/COUNTY-  CA/HUMBOLDT
 LV0287  USGS QUAD   -  EUREKA (1972)
 LV0287
 LV0287                         *CURRENT SURVEY CONTROL
 LV0287  ___________________________________________________________________
 LV0287* NAD 83(1986)-  40 48 17.     (N)    124 08 30.     (W)     SCALED    
 LV0287* NAVD 88     -         7.697  (meters)      25.25   (feet)  ADJUSTED  
 LV0287  ___________________________________________________________________
 LV0287  GEOID HEIGHT-         -30.55  (meters)                     GEOID09
 LV0287  DYNAMIC HT  -           7.694 (meters)      25.24  (feet)  COMP
 LV0287  MODELED GRAV-     980,206.3   (mgal)                       NAVD 88
 LV0287
 LV0287  VERT ORDER  -  FIRST     CLASS II
 LV0287
 LV0287.The horizontal coordinates were scaled from a topographic map and have
 LV0287.an estimated accuracy of +/- 6 seconds.
 LV0287.
 LV0287.The orthometric height was determined by differential leveling and
 LV0287.adjusted in June 1991.
 LV0287
 LV0287.This Tidal Bench Mark is designated as VM 8742
 LV0287.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0287
 LV0287.The geoid height was determined by GEOID09.
 LV0287
 LV0287.The dynamic height is computed by dividing the NAVD 88
 LV0287.geopotential number by the normal gravity value computed on the
 LV0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0287.degrees latitude (g = 980.6199 gals.).
 LV0287
 LV0287.The modeled gravity was interpolated from observed gravity values.
 LV0287
 LV0287;                    North         East    Units  Estimated Accuracy
 LV0287;SPC CA 1     -   665,590.    1,819,320.      MT  (+/- 180 meters Scaled)
 LV0287
 LV0287                          SUPERSEDED SURVEY CONTROL
 LV0287
 LV0287  NGVD 29 (12/02/92)    6.686  (m)           21.94   (f) ADJUSTED    1 2
 LV0287
 LV0287.Superseded values are not recommended for survey control.
 LV0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0287.See file dsdata.txt to determine how the superseded data were derived.
 LV0287
 LV0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL037177(NAD 83)
 LV0287
 LV0287_MARKER: DB = BENCH MARK DISK
 LV0287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0287_SP_SET: BRIDGE CURB
 LV0287_STAMPING: J 75 1931 RESET 1942
 LV0287_MARK LOGO: CGS   
 LV0287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0287
 LV0287  HISTORY     - Date     Condition        Report By
 LV0287  HISTORY     - 1942     MONUMENTED       CGS
 LV0287  HISTORY     - 1974     GOOD             NGS
 LV0287  HISTORY     - 19880221 GOOD             NGS
 LV0287
 LV0287                          STATION DESCRIPTION
 LV0287
 LV0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LV0287'1.1 MI E FROM EUREKA.
 LV0287'1.1 MILES EAST OF EUREKA ALONG U.S. HIGHWAY 101 FROM THE OLD
 LV0287'POST OFFICE, AT HIGHWAY MILEAGE 79.79, IN THE TOP OF THE SOUTH
 LV0287'CURB AT THE WEST END OF THE NORTH BRIDGE OVER EUREKA SLOUGH,
 LV0287'BRIDGE 4-22R.  5 FEET EAST OF THE SOUTH CURBING, 14 FEET SOUTH OF
 LV0287'THE CENTERLINE OF THE WEST LANDS OF U.S. 101, AND ABOUT 1 FOOT
 LV0287'HIGHER THAN THE HIGHWAY.  SEE PAGE 11, QUAD 401241, NOVEMBER 1973.
 LV0287
 LV0287                          STATION RECOVERY (1988)
 LV0287
 LV0287'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0287'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0238 ***********************************************************************
 LV0238  DESIGNATION -  K 100
 LV0238  PID         -  LV0238
 LV0238  STATE/COUNTY-  CA/HUMBOLDT
 LV0238  USGS QUAD   -  FORTUNA (1972)
 LV0238
 LV0238                         *CURRENT SURVEY CONTROL
 LV0238  ___________________________________________________________________
 LV0238* NAD 83(1986)-  40 35 50.     (N)    124 09 31.     (W)     SCALED    
 LV0238* NAVD 88     -        19.677  (meters)      64.56   (feet)  ADJUSTED  
 LV0238  ___________________________________________________________________
 LV0238  GEOID HEIGHT-         -30.97  (meters)                     GEOID09
 LV0238  DYNAMIC HT  -          19.668 (meters)      64.53  (feet)  COMP
 LV0238  MODELED GRAV-     980,159.8   (mgal)                       NAVD 88
 LV0238
 LV0238  VERT ORDER  -  FIRST     CLASS II
 LV0238
 LV0238.The horizontal coordinates were scaled from a topographic map and have
 LV0238.an estimated accuracy of +/- 6 seconds.
 LV0238.
 LV0238.The orthometric height was determined by differential leveling and
 LV0238.adjusted in December 1992.
 LV0238
 LV0238.The geoid height was determined by GEOID09.
 LV0238
 LV0238.The dynamic height is computed by dividing the NAVD 88
 LV0238.geopotential number by the normal gravity value computed on the
 LV0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0238.degrees latitude (g = 980.6199 gals.).
 LV0238
 LV0238.The modeled gravity was interpolated from observed gravity values.
 LV0238
 LV0238;                    North         East    Units  Estimated Accuracy
 LV0238;SPC CA 1     -   642,590.    1,817,320.      MT  (+/- 180 meters Scaled)
 LV0238
 LV0238                          SUPERSEDED SURVEY CONTROL
 LV0238
 LV0238  NAVD 88 (06/15/91)   19.687  (m)           64.59   (f) UNKNOWN     1 2
 LV0238  NGVD 29 (12/02/92)   18.693  (m)           61.33   (f) ADJUSTED    1 2
 LV0238
 LV0238.Superseded values are not recommended for survey control.
 LV0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0238.See file dsdata.txt to determine how the superseded data were derived.
 LV0238
 LV0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK019946(NAD 83)
 LV0238
 LV0238_MARKER: DB = BENCH MARK DISK
 LV0238_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LV0238+WITH SETTING: PAVEMENT
 LV0238_SP_SET: RAILING
 LV0238_STAMPING: K 100 1931 60.984
 LV0238_MARK LOGO: CGS   
 LV0238_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0238+STABILITY: SURFACE MOTION
 LV0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0238+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0238
 LV0238  HISTORY     - Date     Condition        Report By
 LV0238  HISTORY     - 1931     MONUMENTED       CGS
 LV0238  HISTORY     - 1967     GOOD             CGS
 LV0238  HISTORY     - 19880224 GOOD             NGS
 LV0238  HISTORY     - 19920728 GOOD             NGS
 LV0238
 LV0238                          STATION DESCRIPTION
 LV0238
 LV0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0238'AT FORTUNA.
 LV0238'AT FORTUNA, ALONG L STREET ABOUT MIDWAY BETWEEN 8TH AND 9TH
 LV0238'STREETS, IN THE TOP OF THE EAST CONCRETE RAILING FOR STEPS TO THE
 LV0238'NORTH ENTRANCE TO FORTUNA ELEMENTARY SCHOOL, 68 FEET SOUTH OF
 LV0238'THE CENTER LINE OF L STREET, 9.0 FEET NORTH OF THE CENTER OF THE
 LV0238'ENTRANCE, AND ABOUT LEVEL WITH THE TOP STEP.  ABOUT 0.65 MILE
 LV0238'NORTHWEST OF BENCH MARK Y 1086.
 LV0238
 LV0238                          STATION RECOVERY (1988)
 LV0238
 LV0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0238'RECOVERED IN GOOD CONDITION.
 LV0238
 LV0238                          STATION RECOVERY (1992)
 LV0238
 LV0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0238'IN FORTUNA, AT THE INTERSECTION OF L, 8TH AND 9TH STREETS, IN THE EAST
 LV0238'CONCRETE RAILING OF THE STEPS LEADING TO THE NORTH ENTRANCE TO AN
 LV0238'ELEMENTARY SCHOOL, 20.7 M (67.9 FT) SOUTH OF THE CENTERLINE OF L
 LV0238'STREET, 2.7 M (8.9 FT) NORTH OF THE CENTER OF THE ENTRANCE, MIDWAY
 LV0238'BETWEEN 8TH AND 9TH STREETS, AND LEVEL WITH THE TOP STEP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1511 ***********************************************************************
 KT1511  DESIGNATION -  K 102
 KT1511  PID         -  KT1511
 KT1511  STATE/COUNTY-  CA/MENDOCINO
 KT1511  USGS QUAD   -  PIERCY (1994)
 KT1511
 KT1511                         *CURRENT SURVEY CONTROL
 KT1511  ___________________________________________________________________
 KT1511* NAD 83(1986)-  39 56 37.     (N)    123 46 50.     (W)     SCALED    
 KT1511* NAVD 88     -       246.959  (meters)     810.23   (feet)  ADJUSTED  
 KT1511  ___________________________________________________________________
 KT1511  GEOID HEIGHT-         -30.26  (meters)                     GEOID09
 KT1511  DYNAMIC HT  -         246.824 (meters)     809.79  (feet)  COMP
 KT1511  MODELED GRAV-     980,076.5   (mgal)                       NAVD 88
 KT1511
 KT1511  VERT ORDER  -  FIRST     CLASS II
 KT1511
 KT1511.The horizontal coordinates were scaled from a topographic map and have
 KT1511.an estimated accuracy of +/- 6 seconds.
 KT1511.
 KT1511.The orthometric height was determined by differential leveling and
 KT1511.adjusted in June 1991.
 KT1511
 KT1511.The geoid height was determined by GEOID09.
 KT1511
 KT1511.The dynamic height is computed by dividing the NAVD 88
 KT1511.geopotential number by the normal gravity value computed on the
 KT1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1511.degrees latitude (g = 980.6199 gals.).
 KT1511
 KT1511.The modeled gravity was interpolated from observed gravity values.
 KT1511
 KT1511;                    North         East    Units  Estimated Accuracy
 KT1511;SPC CA 2     -   754,260.    1,847,830.      MT  (+/- 180 meters Scaled)
 KT1511
 KT1511                          SUPERSEDED SURVEY CONTROL
 KT1511
 KT1511  NGVD 29 (12/02/92)  246.043  (m)          807.23   (f) ADJUSTED    1 2
 KT1511
 KT1511.Superseded values are not recommended for survey control.
 KT1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1511.See file dsdata.txt to determine how the superseded data were derived.
 KT1511
 KT1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK333217(NAD 83)
 KT1511
 KT1511_MARKER: DB = BENCH MARK DISK
 KT1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1511_SP_SET: CONCRETE POST
 KT1511_STAMPING: K 102 1931
 KT1511_MARK LOGO: CADH  
 KT1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1511+STABILITY: SURFACE MOTION
 KT1511
 KT1511  HISTORY     - Date     Condition        Report By
 KT1511  HISTORY     - 1931     MONUMENTED       CADH
 KT1511  HISTORY     - 1967     GOOD             CGS
 KT1511  HISTORY     - 1972     GOOD             USGS
 KT1511  HISTORY     - 19880401 GOOD             NGS
 KT1511
 KT1511                          STATION DESCRIPTION
 KT1511
 KT1511'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1511'3.4 MI S FROM PIERCY.
 KT1511'3.35 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1511'AT PIERCY, AT REYNOLDS, 0.1 MILE SOUTH OF REYNOLDS CABINS AND GIFT
 KT1511'SHOP, ALONG A PORTION OF THE FORMER HIGHWAY NOW USED AS A
 KT1511'DRIVEWAY, 131 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 32
 KT1511'FEET WEST OF THE CENTER LINE OF THE DRIVEWAY (FORMER HIGHWAY),
 KT1511'1.4 FEET EAST OF A SPLIT TIMBER FENCE, ABOUT 5 1/2 FEET LOWER
 KT1511'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KT1511'0.5 FOOT ABOVE THE GROUND.
 KT1511
 KT1511                          STATION RECOVERY (1972)
 KT1511
 KT1511'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1511'RECOVERED IN GOOD CONDITION.
 KT1511
 KT1511                          STATION RECOVERY (1988)
 KT1511
 KT1511'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1511'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.9 KM
 KT1511'(9.25 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 KT1511'STATE HIGHWAY 1 IN LEGGETT, THENCE 0.2 KM (0.10 MI) SOUTHWESTERLY
 KT1511'ALONG STATE HIGHWAY 271.  THENCE 56.3 M (184.7 FT) NORTH ALONG A
 KT1511'PAVED DRIVEWAY (OLD U.S. HIGHWAY 101), 40.4 M (132.5 FT)
 KT1511'WEST-NORTHWEST OF THE CENTERLINE OF HIGHWAY, 31.0 M (101.7 FT)
 KT1511'NORTHWEST OF THE CENTER OF A PIPE GATE, 9.7 M (31.8 FT) WEST OF THE
 KT1511'CENTER OF THE DRIVEWAY, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE
 KT1511'HIGHWAY, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND IN A CONCRETE
 KT1511'MONUMENT THAT PROJECTS 0.20 M (0.7 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0890 ***********************************************************************
 KT0890  DESIGNATION -  K 103
 KT0890  PID         -  KT0890
 KT0890  STATE/COUNTY-  CA/MENDOCINO
 KT0890  USGS QUAD   -  LAYTONVILLE (1994)
 KT0890
 KT0890                         *CURRENT SURVEY CONTROL
 KT0890  ___________________________________________________________________
 KT0890* NAD 83(1986)-  39 38 22.     (N)    123 28 13.     (W)     SCALED    
 KT0890* NAVD 88     -       521.66   (+/-2cm)    1711.5    (feet)  VERTCON   
 KT0890  ___________________________________________________________________
 KT0890  GEOID HEIGHT-         -29.56  (meters)                     GEOID09
 KT0890  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0890
 KT0890.The horizontal coordinates were scaled from a topographic map and have
 KT0890.an estimated accuracy of +/- 6 seconds.
 KT0890.
 KT0890.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0890
 KT0890.The vertical order pertains to the NGVD 29 superseded value.
 KT0890
 KT0890.The geoid height was determined by GEOID09.
 KT0890
 KT0890;                    North         East    Units  Estimated Accuracy
 KT0890;SPC CA 2     -   720,020.    1,873,800.      MT  (+/- 180 meters Scaled)
 KT0890
 KT0890                          SUPERSEDED SURVEY CONTROL
 KT0890
 KT0890  NGVD 29 (??/??/92)  520.73   (m)         1708.4    (f) COMPUTED    1 2
 KT0890
 KT0890.Superseded values are not recommended for survey control.
 KT0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0890.See file dsdata.txt to determine how the superseded data were derived.
 KT0890
 KT0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ596878(NAD 83)
 KT0890
 KT0890_MARKER: DB = BENCH MARK DISK
 KT0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT0890_STAMPING: K 103 1931 1708.330
 KT0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0890+STABILITY: SURFACE MOTION
 KT0890
 KT0890  HISTORY     - Date     Condition        Report By
 KT0890  HISTORY     - 1931     MONUMENTED       CGS
 KT0890  HISTORY     - 1967     GOOD             CGS
 KT0890
 KT0890                          STATION DESCRIPTION
 KT0890
 KT0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0890'3.5 MI S FROM LAYTONVILLE.
 KT0890'3.5 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT0890'LAYTONVILLE, AT THE SOUTH EDGE OF A DRIVEWAY FOR A UNION 76
 KT0890'SERVICE STATION, 39 FEET EAST OF THE CENTER LINE OF THE
 KT0890'HIGHWAY, 41 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 KT0890'SERVICE STATION BUILDING, 5 FEET WEST OF AN 18-INCH PINE TREE,
 KT0890'1.6 FEET EAST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE
 KT0890'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 KT0890'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1468 ***********************************************************************
 KT1468  DESIGNATION -  K 1082
 KT1468  PID         -  KT1468
 KT1468  STATE/COUNTY-  CA/MENDOCINO
 KT1468  USGS QUAD   -  TAN OAK PARK (1994)
 KT1468
 KT1468                         *CURRENT SURVEY CONTROL
 KT1468  ___________________________________________________________________
 KT1468* NAD 83(1986)-  39 47 00.     (N)    123 32 35.     (W)     SCALED    
 KT1468* NAVD 88     -       524.23   (+/-2cm)    1719.9    (feet)  VERTCON   
 KT1468  ___________________________________________________________________
 KT1468  GEOID HEIGHT-         -29.61  (meters)                     GEOID09
 KT1468  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1468
 KT1468.The horizontal coordinates were scaled from a topographic map and have
 KT1468.an estimated accuracy of +/- 6 seconds.
 KT1468.
 KT1468.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1468
 KT1468.The vertical order pertains to the NGVD 29 superseded value.
 KT1468
 KT1468.The geoid height was determined by GEOID09.
 KT1468
 KT1468;                    North         East    Units  Estimated Accuracy
 KT1468;SPC CA 2     -   736,090.    1,867,830.      MT  (+/- 180 meters Scaled)
 KT1468
 KT1468                          SUPERSEDED SURVEY CONTROL
 KT1468
 KT1468  NGVD 29 (??/??/92)  523.295  (m)         1716.84   (f) ADJ UNCH    1 2
 KT1468
 KT1468.Superseded values are not recommended for survey control.
 KT1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1468.See file dsdata.txt to determine how the superseded data were derived.
 KT1468
 KT1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK534038(NAD 83)
 KT1468
 KT1468_MARKER: DB = BENCH MARK DISK
 KT1468_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1468_SP_SET: WALL
 KT1468_STAMPING: K 1082 1967
 KT1468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1468
 KT1468  HISTORY     - Date     Condition        Report By
 KT1468  HISTORY     - 1967     MONUMENTED       CGS
 KT1468
 KT1468                          STATION DESCRIPTION
 KT1468
 KT1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1468'7.9 MI N FROM LAYTONVILLE.
 KT1468'7.9 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1468'LAYTONVILLE, SET VERTICALLY IN THE SOUTH FACE AND 0.9 FOOT EAST
 KT1468'OF THE WEST END OF A CONCRETE RETAINING WALL FOR THE DEPARTMENT
 KT1468'OF HIGHWAYS LOADING CHUTE, 56 FEET EAST OF THE CENTER LINE OF THE
 KT1468'HIGHWAY, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY AND 2.0 FEET
 KT1468'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1506 ***********************************************************************
 KT1506  DESIGNATION -  K 1083
 KT1506  PID         -  KT1506
 KT1506  STATE/COUNTY-  CA/MENDOCINO
 KT1506  USGS QUAD   -  PIERCY (1994)
 KT1506
 KT1506                         *CURRENT SURVEY CONTROL
 KT1506  ___________________________________________________________________
 KT1506* NAD 83(1986)-  39 54 58.     (N)    123 45 52.     (W)     SCALED    
 KT1506* NAVD 88     -       251.955  (meters)     826.62   (feet)  ADJUSTED  
 KT1506  ___________________________________________________________________
 KT1506  GEOID HEIGHT-         -30.20  (meters)                     GEOID09
 KT1506  DYNAMIC HT  -         251.817 (meters)     826.17  (feet)  COMP
 KT1506  MODELED GRAV-     980,069.7   (mgal)                       NAVD 88
 KT1506
 KT1506  VERT ORDER  -  FIRST     CLASS II
 KT1506
 KT1506.The horizontal coordinates were scaled from a topographic map and have
 KT1506.an estimated accuracy of +/- 6 seconds.
 KT1506.
 KT1506.The orthometric height was determined by differential leveling and
 KT1506.adjusted in June 1991.
 KT1506
 KT1506.The geoid height was determined by GEOID09.
 KT1506
 KT1506.The dynamic height is computed by dividing the NAVD 88
 KT1506.geopotential number by the normal gravity value computed on the
 KT1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1506.degrees latitude (g = 980.6199 gals.).
 KT1506
 KT1506.The modeled gravity was interpolated from observed gravity values.
 KT1506
 KT1506;                    North         East    Units  Estimated Accuracy
 KT1506;SPC CA 2     -   751,180.    1,849,150.      MT  (+/- 180 meters Scaled)
 KT1506
 KT1506                          SUPERSEDED SURVEY CONTROL
 KT1506
 KT1506  NGVD 29 (12/02/92)  251.039  (m)          823.62   (f) ADJUSTED    1 2
 KT1506
 KT1506.Superseded values are not recommended for survey control.
 KT1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1506.See file dsdata.txt to determine how the superseded data were derived.
 KT1506
 KT1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK346187(NAD 83)
 KT1506
 KT1506_MARKER: DB = BENCH MARK DISK
 KT1506_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KT1506_SP_SET: HEADWALL
 KT1506_STAMPING: K 1083 1967
 KT1506_MARK LOGO: CGS   
 KT1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1506+STABILITY: SURFACE MOTION
 KT1506
 KT1506  HISTORY     - Date     Condition        Report By
 KT1506  HISTORY     - 1967     MONUMENTED       CGS
 KT1506  HISTORY     - 1972     POOR             USGS
 KT1506  HISTORY     - 19880404 GOOD             NGS
 KT1506
 KT1506                          STATION DESCRIPTION
 KT1506
 KT1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1506'6.2 MI S FROM PIERCY.
 KT1506'6.25 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1506'AT PIERCY, 6.65 MILES NORTH OF LEGGETT, AT THE WORLD FAMOUS TREE
 KT1506'HOUSE, IN THE TOP OF AND 1.0 FOOT SOUTHEAST OF THE NORTHWEST END
 KT1506'OF THE NORTHEAST CONCRETE HEAD WALL OF 48-INCH PIPE CULVERT 99.01,
 KT1506'42 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 300 FEET
 KT1506'EAST AND ACROSS THE HIGHWAY FROM THE TREE HOUSE, AND ABOUT 1
 KT1506'FOOT LOWER THAN THE HIGHWAY.
 KT1506
 KT1506                          STATION RECOVERY (1972)
 KT1506
 KT1506'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1506'MARK RECOVERED IN POOR CONDITION.
 KT1506
 KT1506                          STATION RECOVERY (1988)
 KT1506
 KT1506'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1506'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.3 KM (6.40
 KT1506'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 KT1506'HIGHWAY 1 IN LEGGETT.  NOTE--THE CULVERT MENTIONED IN THE ORIGINAL
 KT1506'DESCRIPTION IS NUMBERED 99.00, NOT 99.01.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1263 ***********************************************************************
 LU1263  DESIGNATION -  K 1084
 LU1263  PID         -  LU1263
 LU1263  STATE/COUNTY-  CA/HUMBOLDT
 LU1263  USGS QUAD   -  GARBERVILLE (1970)
 LU1263
 LU1263                         *CURRENT SURVEY CONTROL
 LU1263  ___________________________________________________________________
 LU1263* NAD 83(1986)-  40 07 19.     (N)    123 49 29.     (W)     SCALED    
 LU1263* NAVD 88     -       164.67   (+/-2cm)     540.3    (feet)  VERTCON   
 LU1263  ___________________________________________________________________
 LU1263  GEOID HEIGHT-         -30.52  (meters)                     GEOID09
 LU1263  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1263
 LU1263.The horizontal coordinates were scaled from a topographic map and have
 LU1263.an estimated accuracy of +/- 6 seconds.
 LU1263.
 LU1263.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1263
 LU1263.The vertical order pertains to the NGVD 29 superseded value.
 LU1263
 LU1263.The geoid height was determined by GEOID09.
 LU1263
 LU1263;                    North         East    Units  Estimated Accuracy
 LU1263;SPC CA 1     -   589,190.    1,844,470.      MT  (+/- 180 meters Scaled)
 LU1263
 LU1263                          SUPERSEDED SURVEY CONTROL
 LU1263
 LU1263  NGVD 29 (??/??/92)  163.743  (m)          537.21   (f) ADJ UNCH    1 2
 LU1263
 LU1263.Superseded values are not recommended for survey control.
 LU1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1263.See file dsdata.txt to determine how the superseded data were derived.
 LU1263
 LU1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK297416(NAD 83)
 LU1263
 LU1263_MARKER: DB = BENCH MARK DISK
 LU1263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1263_SP_SET: CULVERT
 LU1263_STAMPING: K 1084 1967
 LU1263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1263
 LU1263  HISTORY     - Date     Condition        Report By
 LU1263  HISTORY     - 1967     MONUMENTED       CGS
 LU1263  HISTORY     - 19880714 MARK NOT FOUND   NGS
 LU1263
 LU1263                          STATION DESCRIPTION
 LU1263
 LU1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1263'2.8 MI N FROM GARBERVILLE.
 LU1263'2.85 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 LU1263'AT GARBERVILLE, AT REDWAY, 0.05 MILE NORTH OF THE JUNCTION OF
 LU1263'A PAVED ROAD WEST TO SHELTER COVE, IN THE TOP AND 0.5 FOOT NORTH
 LU1263'OF THE SOUTH END OF THE CONCRETE HEAD WALL OF A 24-INCH PIPE
 LU1263'CULVERT B 146+65, 55 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LU1263'16 FEET WEST OF A POWER POLE WITH TWO TRANSFORMERS AND TWO GUY
 LU1263'WIRES, AND ABOUT 3 1/2 FEET LOWER THAN THE HIGHWAY.
 LU1263
 LU1263                          STATION RECOVERY (1988)
 LU1263
 LU1263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1263'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1299 ***********************************************************************
 LU1299  DESIGNATION -  K 1085
 LU1299  PID         -  LU1299
 LU1299  STATE/COUNTY-  CA/HUMBOLDT
 LU1299  USGS QUAD   -  WEOTT (1969)
 LU1299
 LU1299                         *CURRENT SURVEY CONTROL
 LU1299  ___________________________________________________________________
 LU1299* NAD 83(1986)-  40 16 51.     (N)    123 53 12.     (W)     SCALED    
 LU1299* NAVD 88     -       103.904  (meters)     340.89   (feet)  ADJUSTED  
 LU1299  ___________________________________________________________________
 LU1299  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 LU1299  DYNAMIC HT  -         103.849 (meters)     340.71  (feet)  COMP
 LU1299  MODELED GRAV-     980,104.5   (mgal)                       NAVD 88
 LU1299
 LU1299  VERT ORDER  -  FIRST     CLASS II
 LU1299
 LU1299.The horizontal coordinates were scaled from a topographic map and have
 LU1299.an estimated accuracy of +/- 6 seconds.
 LU1299.
 LU1299.The orthometric height was determined by differential leveling and
 LU1299.adjusted in December 1992.
 LU1299
 LU1299.The geoid height was determined by GEOID09.
 LU1299
 LU1299.The dynamic height is computed by dividing the NAVD 88
 LU1299.geopotential number by the normal gravity value computed on the
 LU1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1299.degrees latitude (g = 980.6199 gals.).
 LU1299
 LU1299.The modeled gravity was interpolated from observed gravity values.
 LU1299
 LU1299;                    North         East    Units  Estimated Accuracy
 LU1299;SPC CA 1     -   606,940.    1,839,570.      MT  (+/- 180 meters Scaled)
 LU1299
 LU1299                          SUPERSEDED SURVEY CONTROL
 LU1299
 LU1299  NAVD 88 (06/15/91)  103.900  (m)          340.88   (f) UNKNOWN     1 2
 LU1299  NGVD 29 (12/02/92)  102.960  (m)          337.79   (f) ADJUSTED    1 2
 LU1299
 LU1299.Superseded values are not recommended for survey control.
 LU1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1299.See file dsdata.txt to determine how the superseded data were derived.
 LU1299
 LU1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK246593(NAD 83)
 LU1299
 LU1299_MARKER: DB = BENCH MARK DISK
 LU1299_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1299_SP_SET: HEADWALL
 LU1299_STAMPING: K 1085 1967
 LU1299_MARK LOGO: CGS   
 LU1299_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1299+STABILITY: SURFACE MOTION
 LU1299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1299+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LU1299
 LU1299  HISTORY     - Date     Condition        Report By
 LU1299  HISTORY     - 1967     MONUMENTED       CGS
 LU1299  HISTORY     - 19880325 GOOD             NGS
 LU1299  HISTORY     - 19920730 GOOD             NGS
 LU1299
 LU1299                          STATION DESCRIPTION
 LU1299
 LU1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1299'1.4 MI NW FROM MYERS FLAT.
 LU1299'1.4 MILES NORTHWEST ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1299'OVERPASS AT MYERS FLAT, IN THE TOP OF THE CENTER OF THE EAST
 LU1299'CONCRETE HEAD WALL OF 36-INCH PIPE CULVERT 29.30, 32 FEET EAST
 LU1299'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET LOWER THAN
 LU1299'THE HIGHWAY.
 LU1299
 LU1299                          STATION RECOVERY (1988)
 LU1299
 LU1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1299'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  27.5 KM (17.10
 LU1299'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1299'GARBERVILLE.
 LU1299
 LU1299                          STATION RECOVERY (1992)
 LU1299
 LU1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1299'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1299'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1299'REDWOOD DRIVE, THENCE 28.9 KM (17.95 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1299'101, NEAR THE CENTER OF THE EAST CONCRETE HEADWALL OF A CULVERT AT
 LU1299'MILEPOST 29.30, 9.5 M (31.2 FT) EAST OF THE CENTERLINE OF THE
 LU1299'NORTHBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 LU1299'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0432 ***********************************************************************
 LV0432  DESIGNATION -  K 1086
 LV0432  PID         -  LV0432
 LV0432  STATE/COUNTY-  CA/HUMBOLDT
 LV0432  USGS QUAD   -  SCOTIA (1970)
 LV0432
 LV0432                         *CURRENT SURVEY CONTROL
 LV0432  ___________________________________________________________________
 LV0432* NAD 83(1986)-  40 27 13.     (N)    124 02 59.     (W)     SCALED    
 LV0432* NAVD 88     -        43.26   (+/-2cm)     141.9    (feet)  VERTCON   
 LV0432  ___________________________________________________________________
 LV0432  GEOID HEIGHT-         -30.68  (meters)                     GEOID09
 LV0432  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0432
 LV0432.The horizontal coordinates were scaled from a topographic map and have
 LV0432.an estimated accuracy of +/- 6 seconds.
 LV0432.
 LV0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0432
 LV0432.The vertical order pertains to the NGVD 29 superseded value.
 LV0432
 LV0432.The geoid height was determined by GEOID09.
 LV0432
 LV0432;                    North         East    Units  Estimated Accuracy
 LV0432;SPC CA 1     -   626,430.    1,826,160.      MT  (+/- 180 meters Scaled)
 LV0432
 LV0432                          SUPERSEDED SURVEY CONTROL
 LV0432
 LV0432  NGVD 29 (??/??/??)   42.290  (m)          138.75   (f) ADJUSTED    1 2
 LV0432
 LV0432.Superseded values are not recommended for survey control.
 LV0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0432.See file dsdata.txt to determine how the superseded data were derived.
 LV0432
 LV0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK109786(NAD 83)
 LV0432
 LV0432_MARKER: DB = BENCH MARK DISK
 LV0432_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0432_SP_SET: BRIDGE
 LV0432_STAMPING: K 1086 1967
 LV0432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0432
 LV0432  HISTORY     - Date     Condition        Report By
 LV0432  HISTORY     - 1967     MONUMENTED       CGS
 LV0432  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0432
 LV0432                          STATION DESCRIPTION
 LV0432
 LV0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0432'4.3 MI S FROM SCOTIA.
 LV0432'4.3 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE SOUTH END OF THE
 LV0432'EEL RIVER BRIDGE AT SCOTIA, AT THE CENTER OF A LARGE TURNOUT,
 LV0432'ACROSS THE HIGHWAY FROM REDWOOD VILLAGE MOTEL, IN THE TOP OF
 LV0432'THE WEST END OF A CONCRETE RETAINING WALL, 100 FEET SOUTH OF THE
 LV0432'CENTER LINE OF THE HIGHWAY, 164 FEET WEST OF THE WEST CORNER OF
 LV0432'A HOUSE, 5.0 NORTH OF THE NORTHEAST CORNER OF THE FORMER CONCRETE
 LV0432'FOUNDATION OF A HOUSE, ABOUT LEVEL WITH THE HIGHWAY AND 0.6 FOOT
 LV0432'ABOVE THE GROUND.
 LV0432
 LV0432                          STATION RECOVERY (1988)
 LV0432
 LV0432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0432'THERE IS NO LONGER A RETAINING WALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0255 ***********************************************************************
 LV0255  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0255  DESIGNATION -  K 1087
 LV0255  PID         -  LV0255
 LV0255  STATE/COUNTY-  CA/HUMBOLDT
 LV0255  USGS QUAD   -  FIELDS LANDING (1972)
 LV0255
 LV0255                         *CURRENT SURVEY CONTROL
 LV0255  ___________________________________________________________________
 LV0255* NAD 83(1986)-  40 40 48.     (N)    124 12 03.     (W)     SCALED    
 LV0255* NAVD 88     -         1.695  (meters)       5.56   (feet)  ADJUSTED  
 LV0255  ___________________________________________________________________
 LV0255  GEOID HEIGHT-         -30.97  (meters)                     GEOID09
 LV0255  DYNAMIC HT  -           1.694 (meters)       5.56  (feet)  COMP
 LV0255  MODELED GRAV-     980,182.4   (mgal)                       NAVD 88
 LV0255
 LV0255  VERT ORDER  -  FIRST     CLASS II
 LV0255
 LV0255.The horizontal coordinates were scaled from a topographic map and have
 LV0255.an estimated accuracy of +/- 6 seconds.
 LV0255.
 LV0255.The orthometric height was determined by differential leveling and
 LV0255.adjusted in June 1991.
 LV0255
 LV0255.This Tidal Bench Mark is designated as VM 8708
 LV0255.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0255
 LV0255.The geoid height was determined by GEOID09.
 LV0255
 LV0255.The dynamic height is computed by dividing the NAVD 88
 LV0255.geopotential number by the normal gravity value computed on the
 LV0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0255.degrees latitude (g = 980.6199 gals.).
 LV0255
 LV0255.The modeled gravity was interpolated from observed gravity values.
 LV0255
 LV0255;                    North         East    Units  Estimated Accuracy
 LV0255;SPC CA 1     -   651,870.    1,813,980.      MT  (+/- 180 meters Scaled)
 LV0255
 LV0255                          SUPERSEDED SURVEY CONTROL
 LV0255
 LV0255  NGVD 29 (12/02/92)    0.703  (m)            2.31   (f) ADJUSTED    1 2
 LV0255
 LV0255.Superseded values are not recommended for survey control.
 LV0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0255.See file dsdata.txt to determine how the superseded data were derived.
 LV0255
 LV0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL985039(NAD 83)
 LV0255
 LV0255_MARKER: DB = BENCH MARK DISK
 LV0255_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0255_SP_SET: HEADWALL
 LV0255_STAMPING: K 1087 1967
 LV0255_MARK LOGO: CGS   
 LV0255_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0255+STABILITY: SURFACE MOTION
 LV0255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0255+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 LV0255
 LV0255  HISTORY     - Date     Condition        Report By
 LV0255  HISTORY     - 1967     MONUMENTED       CGS
 LV0255  HISTORY     - 19880222 GOOD             NGS
 LV0255  HISTORY     - 19920727 GOOD             NGS
 LV0255
 LV0255                          STATION DESCRIPTION
 LV0255
 LV0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0255'7.2 MI N FROM FORTUNA.
 LV0255'7.15 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FORTUNA OVERPASS
 LV0255'AT FORTUNA, 0.6 MILE NORTH OF HOOKTON ROAD OVERPASS, IN THE TOP
 LV0255'OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF 18-INCH PIPE
 LV0255'CULVERT 68.80, 30 FEET WEST OF THE CENTER LINE OF THE WEST LANES
 LV0255'OF THE HIGHWAY, AND ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY.
 LV0255
 LV0255                          STATION RECOVERY (1988)
 LV0255
 LV0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0255'RECOVERED IN GOOD CONDITION.
 LV0255
 LV0255                          STATION RECOVERY (1992)
 LV0255
 LV0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0255'11.5 KM (7.15 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0255'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0255'IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE WEST
 LV0255'CONCRETE HEADWALL OF 18-INCH PIPE CULVERT, 1.0 KM (0.60 MI) NORTH OF
 LV0255'THE INTERSECTION OF HOOKTON ROAD, AT MILEPOST 68.80, 9.1 M (29.9 FT)
 LV0255'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.8
 LV0255'M (2.6 FT) LOWER THAN THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0328 ***********************************************************************
 LV0328  DESIGNATION -  K 1088
 LV0328  PID         -  LV0328
 LV0328  STATE/COUNTY-  CA/HUMBOLDT
 LV0328  USGS QUAD   -  ARCATA NORTH (1972)
 LV0328
 LV0328                         *CURRENT SURVEY CONTROL
 LV0328  ___________________________________________________________________
 LV0328* NAD 83(1986)-  40 59 42.     (N)    124 06 45.     (W)     SCALED    
 LV0328* NAVD 88     -         6.958  (meters)      22.83   (feet)  ADJUSTED  
 LV0328  ___________________________________________________________________
 LV0328  GEOID HEIGHT-         -30.07  (meters)                     GEOID09
 LV0328  DYNAMIC HT  -           6.955 (meters)      22.82  (feet)  COMP
 LV0328  MODELED GRAV-     980,218.3   (mgal)                       NAVD 88
 LV0328
 LV0328  VERT ORDER  -  FIRST     CLASS II
 LV0328
 LV0328.The horizontal coordinates were scaled from a topographic map and have
 LV0328.an estimated accuracy of +/- 6 seconds.
 LV0328.
 LV0328.The orthometric height was determined by differential leveling and
 LV0328.adjusted in June 1991.
 LV0328
 LV0328.WARNING-Repeat measurements at this control monument indicate possible
 LV0328.vertical movement.
 LV0328
 LV0328.The geoid height was determined by GEOID09.
 LV0328
 LV0328.The dynamic height is computed by dividing the NAVD 88
 LV0328.geopotential number by the normal gravity value computed on the
 LV0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0328.degrees latitude (g = 980.6199 gals.).
 LV0328
 LV0328.The modeled gravity was interpolated from observed gravity values.
 LV0328
 LV0328;                    North         East    Units  Estimated Accuracy
 LV0328;SPC CA 1     -   686,650.    1,822,290.      MT  (+/- 180 meters Scaled)
 LV0328
 LV0328                          SUPERSEDED SURVEY CONTROL
 LV0328
 LV0328  NGVD 29 (12/02/92)    5.925  (m)           19.44   (f) ADJUSTED    1 2
 LV0328
 LV0328.Superseded values are not recommended for survey control.
 LV0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0328.See file dsdata.txt to determine how the superseded data were derived.
 LV0328
 LV0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL064387(NAD 83)
 LV0328
 LV0328_MARKER: DB = BENCH MARK DISK
 LV0328_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0328_SP_SET: HEADWALL
 LV0328_STAMPING: K 1088 1967
 LV0328_MARK LOGO: CGS   
 LV0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0328+STABILITY: SURFACE MOTION
 LV0328
 LV0328  HISTORY     - Date     Condition        Report By
 LV0328  HISTORY     - 1967     MONUMENTED       CGS
 LV0328  HISTORY     - 1988     GOOD             NGS
 LV0328
 LV0328                          STATION DESCRIPTION
 LV0328
 LV0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0328'3.6 MI N FROM MC KINLEYVILLE.
 LV0328'3.55 MILES NORTH ALONG CENTRAL AVENUE FROM THE POST OFFICE AT
 LV0328'MC KINLEYVILLE, THENCE 0.1 MILE NORTH ALONG LITTLE RIVER DRIVE
 LV0328'(FORMER U.S. HIGHWAY 101), 0.05 MILE NORTHEAST OF THE NORTH END
 LV0328'OF CLAM BEACH UNDERPASS, AT THE NORTHEAST CORNER OF THE JUNCTION
 LV0328'OF CLIFF WAY, 15 FEET EAST OF THE CENTER LINE OF THE DRIVE, 18
 LV0328'FEET NORTH OF THE CENTER LINE OF THE WAY, AND ABOUT LEVEL WITH
 LV0328'THE DRIVE, IN THE TOP OF THE WEST END OF A CONCRETE HEAD WALL OF
 LV0328'18-INCH PIPE CULVERT UNDER CLIFF WAY.
 LV0328
 LV0328                          STATION RECOVERY (1988)
 LV0328
 LV0328'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0328'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.3 KM
 LV0328'(3.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF MAIN
 LV0328'STREET IN TRINIDAD, THENCE 2.1 KM (1.30 MI) SOUTHERLY ALONG LITTLE
 LV0328'RIVER DRIVE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0176 ***********************************************************************
 LV0176  DESIGNATION -  K 1089
 LV0176  PID         -  LV0176
 LV0176  STATE/COUNTY-  CA/HUMBOLDT
 LV0176  USGS QUAD   -  ORICK (1975)
 LV0176
 LV0176                         *CURRENT SURVEY CONTROL
 LV0176  ___________________________________________________________________
 LV0176* NAD 83(1986)-  41 15 05.     (N)    124 05 19.     (W)     SCALED    
 LV0176* NAVD 88     -        71.555  (meters)     234.76   (feet)  ADJUSTED  
 LV0176  ___________________________________________________________________
 LV0176  GEOID HEIGHT-         -29.48  (meters)                     GEOID09
 LV0176  DYNAMIC HT  -          71.527 (meters)     234.67  (feet)  COMP
 LV0176  MODELED GRAV-     980,235.4   (mgal)                       NAVD 88
 LV0176
 LV0176  VERT ORDER  -  FIRST     CLASS II
 LV0176
 LV0176.The horizontal coordinates were scaled from a topographic map and have
 LV0176.an estimated accuracy of +/- 6 seconds.
 LV0176.
 LV0176.The orthometric height was determined by differential leveling and
 LV0176.adjusted in June 1991.
 LV0176
 LV0176.The geoid height was determined by GEOID09.
 LV0176
 LV0176.The dynamic height is computed by dividing the NAVD 88
 LV0176.geopotential number by the normal gravity value computed on the
 LV0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0176.degrees latitude (g = 980.6199 gals.).
 LV0176
 LV0176.The modeled gravity was interpolated from observed gravity values.
 LV0176
 LV0176;                    North         East    Units  Estimated Accuracy
 LV0176;SPC CA 1     -   715,060.    1,824,970.      MT  (+/- 180 meters Scaled)
 LV0176
 LV0176                          SUPERSEDED SURVEY CONTROL
 LV0176
 LV0176  NGVD 29 (12/02/92)   70.503  (m)          231.31   (f) ADJUSTED    1 2
 LV0176
 LV0176.Superseded values are not recommended for survey control.
 LV0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0176.See file dsdata.txt to determine how the superseded data were derived.
 LV0176
 LV0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL087672(NAD 83)
 LV0176
 LV0176_MARKER: DB = BENCH MARK DISK
 LV0176_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0176_SP_SET: CATCH BASIN
 LV0176_STAMPING: K 1089 1967
 LV0176_MARK LOGO: CGS   
 LV0176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0176
 LV0176  HISTORY     - Date     Condition        Report By
 LV0176  HISTORY     - 1967     MONUMENTED       CGS
 LV0176  HISTORY     - 1988     GOOD             NGS
 LV0176
 LV0176                          STATION DESCRIPTION
 LV0176
 LV0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0176'4.4 MI S FROM ORICK.
 LV0176'4.4 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0176'ORICK, 0.1 MILE SOUTHEAST OF THE JUNCTION OF A PORTION OF FORMER
 LV0176'HIGHWAY NORTH, IN THE TOP OF THE NORTHWEST CONCRETE WALL OF
 LV0176'3- BY 4-FOOT CONCRETE CATCH BASIN 116.80, 17 FEET NORTHEAST OF
 LV0176'THE CENTER LINE OF THE NORTHEAST LANES OF THE HIGHWAY, AND
 LV0176'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 LV0176
 LV0176                          STATION RECOVERY (1988)
 LV0176
 LV0176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0085 ***********************************************************************
 LV0085  DESIGNATION -  K 1090
 LV0085  PID         -  LV0085
 LV0085  STATE/COUNTY-  CA/DEL NORTE
 LV0085  USGS QUAD   -  CHILDS HILL (1975)
 LV0085
 LV0085                         *CURRENT SURVEY CONTROL
 LV0085  ___________________________________________________________________
 LV0085* NAD 83(1986)-  41 41 06.     (N)    124 06 26.     (W)     SCALED    
 LV0085* NAVD 88     -       370.716  (meters)    1216.26   (feet)  ADJUSTED  
 LV0085  ___________________________________________________________________
 LV0085  GEOID HEIGHT-         -28.43  (meters)                     GEOID09
 LV0085  DYNAMIC HT  -         370.571 (meters)    1215.78  (feet)  COMP
 LV0085  MODELED GRAV-     980,222.1   (mgal)                       NAVD 88
 LV0085
 LV0085  VERT ORDER  -  FIRST     CLASS II
 LV0085
 LV0085.The horizontal coordinates were scaled from a topographic map and have
 LV0085.an estimated accuracy of +/- 6 seconds.
 LV0085.
 LV0085.The orthometric height was determined by differential leveling and
 LV0085.adjusted in June 1991.
 LV0085
 LV0085.The geoid height was determined by GEOID09.
 LV0085
 LV0085.The dynamic height is computed by dividing the NAVD 88
 LV0085.geopotential number by the normal gravity value computed on the
 LV0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0085.degrees latitude (g = 980.6199 gals.).
 LV0085
 LV0085.The modeled gravity was interpolated from observed gravity values.
 LV0085
 LV0085;                    North         East    Units  Estimated Accuracy
 LV0085;SPC CA 1     -   763,240.    1,824,570.      MT  (+/- 180 meters Scaled)
 LV0085
 LV0085                          SUPERSEDED SURVEY CONTROL
 LV0085
 LV0085  NGVD 29 (??/??/??)  369.686  (m)         1212.88   (f) ADJUSTED    1 2
 LV0085
 LV0085.Superseded values are not recommended for survey control.
 LV0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0085.See file dsdata.txt to determine how the superseded data were derived.
 LV0085
 LV0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM078153(NAD 83)
 LV0085
 LV0085_MARKER: DB = BENCH MARK DISK
 LV0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0085_SP_SET: CULVERT
 LV0085_STAMPING: K 1090 1967
 LV0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0085
 LV0085  HISTORY     - Date     Condition        Report By
 LV0085  HISTORY     - 1967     MONUMENTED       CGS
 LV0085  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0085
 LV0085                          STATION DESCRIPTION
 LV0085
 LV0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0085'7.4 MI S FROM CRESCENT CITY.
 LV0085'7.45 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0085'OF FRONT STREET AT CRESCENT CITY, AT THE EAST END OF A LARGE
 LV0085'GRAVELED TURNOUT, IN THE TOP AND 1.0 FOOT EAST OF THE WEST END
 LV0085'OF THE NORTH CONCRETE HEAD WALL OF 18-INCH PIPE CULVERT 18.84,
 LV0085'26 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1
 LV0085'FOOT LOWER THAN THE HIGHWAY.
 LV0085
 LV0085                          STATION RECOVERY (1988)
 LV0085
 LV0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0085'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0187 ***********************************************************************
 LV0187  DESIGNATION -  K 1091
 LV0187  PID         -  LV0187
 LV0187  STATE/COUNTY-  CA/HUMBOLDT
 LV0187  USGS QUAD   -  FERN CANYON (1966)
 LV0187
 LV0187                         *CURRENT SURVEY CONTROL
 LV0187  ___________________________________________________________________
 LV0187* NAD 83(1986)-  41 27 50.     (N)    124 02 34.     (W)     SCALED    
 LV0187* NAVD 88     -       156.480  (meters)     513.38   (feet)  ADJUSTED  
 LV0187  ___________________________________________________________________
 LV0187  GEOID HEIGHT-         -28.91  (meters)                     GEOID09
 LV0187  DYNAMIC HT  -         156.416 (meters)     513.17  (feet)  COMP
 LV0187  MODELED GRAV-     980,212.6   (mgal)                       NAVD 88
 LV0187
 LV0187  VERT ORDER  -  FIRST     CLASS II
 LV0187
 LV0187.The horizontal coordinates were scaled from a topographic map and have
 LV0187.an estimated accuracy of +/- 6 seconds.
 LV0187.
 LV0187.The orthometric height was determined by differential leveling and
 LV0187.adjusted in June 1991.
 LV0187
 LV0187.The geoid height was determined by GEOID09.
 LV0187
 LV0187.The dynamic height is computed by dividing the NAVD 88
 LV0187.geopotential number by the normal gravity value computed on the
 LV0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0187.degrees latitude (g = 980.6199 gals.).
 LV0187
 LV0187.The modeled gravity was interpolated from observed gravity values.
 LV0187
 LV0187;                    North         East    Units  Estimated Accuracy
 LV0187;SPC CA 1     -   738,570.    1,829,360.      MT  (+/- 180 meters Scaled)
 LV0187
 LV0187                          SUPERSEDED SURVEY CONTROL
 LV0187
 LV0187  NGVD 29 (12/02/92)  155.435  (m)          509.96   (f) ADJUSTED    1 2
 LV0187
 LV0187.Superseded values are not recommended for survey control.
 LV0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0187.See file dsdata.txt to determine how the superseded data were derived.
 LV0187
 LV0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL129907(NAD 83)
 LV0187
 LV0187_MARKER: DB = BENCH MARK DISK
 LV0187_SETTING: 66 = SET IN ROCK OUTCROP
 LV0187_SP_SET: ROCK OUTCROP
 LV0187_STAMPING: K 1091 1967
 LV0187_MARK LOGO: CGS   
 LV0187_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0187+STABILITY: POSITION/ELEVATION WELL
 LV0187
 LV0187  HISTORY     - Date     Condition        Report By
 LV0187  HISTORY     - 1967     MONUMENTED       CGS
 LV0187  HISTORY     - 1979     GOOD             CADT
 LV0187  HISTORY     - 1988     GOOD             NGS
 LV0187
 LV0187                          STATION DESCRIPTION
 LV0187
 LV0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0187'13.5 MI N FROM ORICK.
 LV0187'13.5 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 LV0187'AT ORICK, 0.1 MILE SOUTHWEST OF HUMBOLDT-DEL NORTE COUNTY
 LV0187'LINE, AT HIGHWAY MILEAGE 134.86, IN THE TOP OF A 5- BY 7-FOOT
 LV0187'OUTCROP PROJECTING ABOUT 1/2 FOOT ABOVE THE GROUND, 40 FEET
 LV0187'NORTHWEST OF THE CENTER LINE OF THE NORTHWEST LANES OF THE
 LV0187'HIGHWAY, 90 FEET NORTH OF THE NORTHWEST END OF 24-INCH PIPE
 LV0187'CULVERT 134.86, 5.5 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT
 LV0187'5 FEET HIGHER THAN THE HIGHWAY.
 LV0187
 LV0187                          STATION RECOVERY (1979)
 LV0187
 LV0187'RECOVERY NOTE BY CALTRANS 1979
 LV0187'RECOVERED IN GOOD CONDITION.
 LV0187
 LV0187                          STATION RECOVERY (1988)
 LV0187
 LV0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0047 ***********************************************************************
 LV0047  DESIGNATION -  K 73
 LV0047  PID         -  LV0047
 LV0047  STATE/COUNTY-  CA/DEL NORTE
 LV0047  USGS QUAD   -  CRESCENT CITY (1978)
 LV0047
 LV0047                         *CURRENT SURVEY CONTROL
 LV0047  ___________________________________________________________________
 LV0047* NAD 83(1986)-  41 46 39.     (N)    124 09 04.     (W)     SCALED    
 LV0047* NAVD 88     -        21.266  (meters)      69.77   (feet)  ADJUSTED  
 LV0047  ___________________________________________________________________
 LV0047  GEOID HEIGHT-         -28.45  (meters)                     GEOID09
 LV0047  DYNAMIC HT  -          21.258 (meters)      69.74  (feet)  COMP
 LV0047  MODELED GRAV-     980,268.0   (mgal)                       NAVD 88
 LV0047
 LV0047  VERT ORDER  -  FIRST     CLASS II
 LV0047
 LV0047.The horizontal coordinates were scaled from a topographic map and have
 LV0047.an estimated accuracy of +/- 6 seconds.
 LV0047.
 LV0047.The orthometric height was determined by differential leveling and
 LV0047.adjusted in June 1991.
 LV0047
 LV0047.WARNING-Repeat measurements at this control monument indicate possible
 LV0047.vertical movement.
 LV0047
 LV0047.The geoid height was determined by GEOID09.
 LV0047
 LV0047.The dynamic height is computed by dividing the NAVD 88
 LV0047.geopotential number by the normal gravity value computed on the
 LV0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0047.degrees latitude (g = 980.6199 gals.).
 LV0047
 LV0047.The modeled gravity was interpolated from observed gravity values.
 LV0047
 LV0047;                    North         East    Units  Estimated Accuracy
 LV0047;SPC CA 1     -   773,600.    1,821,170.      MT  (+/- 180 meters Scaled)
 LV0047
 LV0047                          SUPERSEDED SURVEY CONTROL
 LV0047
 LV0047  NGVD 29 (??/??/??)   20.224  (m)           66.35   (f) ADJUSTED    1 2
 LV0047
 LV0047.Superseded values are not recommended for survey control.
 LV0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0047.See file dsdata.txt to determine how the superseded data were derived.
 LV0047
 LV0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM043257(NAD 83)
 LV0047
 LV0047_MARKER: DB = BENCH MARK DISK
 LV0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0047_STAMPING: K 73 1930 65.512
 LV0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0047+STABILITY: SURFACE MOTION
 LV0047
 LV0047  HISTORY     - Date     Condition        Report By
 LV0047  HISTORY     - 1930     MONUMENTED       CGS
 LV0047  HISTORY     - 1967     GOOD             CGS
 LV0047  HISTORY     - 20031018 GOOD             USPSQD
 LV0047
 LV0047                          STATION DESCRIPTION
 LV0047
 LV0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0047'3 MI E FROM CRESCENT CITY.
 LV0047'0.4 MILE SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0047'OF FRONT STREET AT CRESCENT CITY, THENCE 2.6 MILES NORTHEAST
 LV0047'ALONG ELK VALLEY ROAD, ABOUT 60 YARDS SOUTHWEST OF THE JUNCTION
 LV0047'OF A ROAD SOUTHEAST TO A LUMBER MILL, IN THE FRONT YARD OF GENE
 LV0047'FOSTER PROPERTY, 27 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 LV0047'24 FEET SOUTHEAST OF THE EAST CORNER OF A HOUSE, 12 FEET NORTHEAST
 LV0047'OF A SMALL BIRD OF PARADISE TREE, 3.5 FEET SOUTHWEST OF A POINT
 LV0047'IN LINE WITH THE NORTHEAST WALL OF THE HOUSE, ABOUT 1 FOOT HIGHER
 LV0047'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LV0047'THE GROUND.
 LV0047
 LV0047                          STATION RECOVERY (2003)
 LV0047
 LV0047'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 LV0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0343 ***********************************************************************
 LV0343  DESIGNATION -  K 735
 LV0343  PID         -  LV0343
 LV0343  STATE/COUNTY-  CA/HUMBOLDT
 LV0343  USGS QUAD   -  EUREKA (1972)
 LV0343
 LV0343                         *CURRENT SURVEY CONTROL
 LV0343  ___________________________________________________________________
 LV0343* NAD 83(1986)-  40 52 05.     (N)    124 07 47.     (W)     SCALED    
 LV0343* NAVD 88     -         1.61   (+/-2cm)       5.3    (feet)  VERTCON   
 LV0343  ___________________________________________________________________
 LV0343  GEOID HEIGHT-         -30.43  (meters)                     GEOID09
 LV0343  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0343
 LV0343.The horizontal coordinates were scaled from a topographic map and have
 LV0343.an estimated accuracy of +/- 6 seconds.
 LV0343.
 LV0343.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0343
 LV0343.The vertical order pertains to the NGVD 29 superseded value.
 LV0343
 LV0343.The geoid height was determined by GEOID09.
 LV0343
 LV0343;                    North         East    Units  Estimated Accuracy
 LV0343;SPC CA 1     -   672,590.    1,820,500.      MT  (+/- 180 meters Scaled)
 LV0343
 LV0343                          SUPERSEDED SURVEY CONTROL
 LV0343
 LV0343  NGVD 29 (??/??/??)    0.592  (m)            1.94   (f) ADJUSTED    1 2
 LV0343
 LV0343.Superseded values are not recommended for survey control.
 LV0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0343.See file dsdata.txt to determine how the superseded data were derived.
 LV0343
 LV0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL047247(NAD 83)
 LV0343
 LV0343_MARKER: DB = BENCH MARK DISK
 LV0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0343_STAMPING: K 735 1944
 LV0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0343+STABILITY: SURFACE MOTION
 LV0343
 LV0343  HISTORY     - Date     Condition        Report By
 LV0343  HISTORY     - 1944     MONUMENTED       CGS
 LV0343  HISTORY     - 1967     GOOD             CGS
 LV0343  HISTORY     - 19880714 MARK NOT FOUND   NGS
 LV0343
 LV0343                          STATION DESCRIPTION
 LV0343
 LV0343'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0343'2.2 MI W FROM ARCATA.
 LV0343'2.2 MILES WEST ALONG SAMOA ROAD FROM THE INTERSECTION OF H
 LV0343'STREET AT ARCATA, 0.25 MILE EAST OF THE INTERSECTION OF A PAVED
 LV0343'ROAD, 0.15 MILE EAST OF THE CROSSING OF A SMALL CANAL, 0.3 MILE
 LV0343'WEST OF RAILROAD MILEPOST 295, 24 FEET SOUTH OF THE CENTER LINE
 LV0343'OF THE ROAD, 63 FEET SOUTH AND ACROSS THE ROAD FROM THE SOUTH
 LV0343'RAIL OF THE NORTHWESTERN PACIFIC RAILROAD, 1.2 FEET NORTH
 LV0343'OF A T JUNCTION FENCE POST AND IN LINE WITH THE NORTH-SOUTH
 LV0343'FENCE, 2.0 FEET SOUTH OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER
 LV0343'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST 0.6 FOOT
 LV0343'UNDERGROUND.
 LV0343
 LV0343                          STATION RECOVERY (1988)
 LV0343
 LV0343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0343'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0275 ***********************************************************************
 LV0275  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0275  DESIGNATION -  K 75
 LV0275  PID         -  LV0275
 LV0275  STATE/COUNTY-  CA/HUMBOLDT
 LV0275  USGS QUAD   -  EUREKA (1972)
 LV0275
 LV0275                         *CURRENT SURVEY CONTROL
 LV0275  ___________________________________________________________________
 LV0275* NAD 83(1986)-  40 46 47.     (N)    124 11 11.     (W)     SCALED    
 LV0275* NAVD 88     -         5.75   (+/-2cm)      18.9    (feet)  VERTCON   
 LV0275  ___________________________________________________________________
 LV0275  GEOID HEIGHT-         -30.76  (meters)                     GEOID09
 LV0275  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0275
 LV0275.The horizontal coordinates were scaled from a topographic map and have
 LV0275.an estimated accuracy of +/- 6 seconds.
 LV0275.
 LV0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0275
 LV0275.The vertical order pertains to the NGVD 29 superseded value.
 LV0275
 LV0275.This Tidal Bench Mark is designated as VM 8725
 LV0275.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0275
 LV0275.The geoid height was determined by GEOID09.
 LV0275
 LV0275;                    North         East    Units  Estimated Accuracy
 LV0275;SPC CA 1     -   662,910.    1,815,480.      MT  (+/- 180 meters Scaled)
 LV0275
 LV0275                          SUPERSEDED SURVEY CONTROL
 LV0275
 LV0275  NGVD 29 (??/??/??)    4.741  (m)           15.55   (f) ADJUSTED    1 2
 LV0275
 LV0275.Superseded values are not recommended for survey control.
 LV0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0275.See file dsdata.txt to determine how the superseded data were derived.
 LV0275
 LV0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL998149(NAD 83)
 LV0275
 LV0275_MARKER: DB = BENCH MARK DISK
 LV0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0275_SP_SET: BUILDING
 LV0275_STAMPING: K 75 1931 15.157
 LV0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0275
 LV0275  HISTORY     - Date     Condition        Report By
 LV0275  HISTORY     - 1931     MONUMENTED       CGS
 LV0275  HISTORY     - 1967     GOOD             CGS
 LV0275  HISTORY     - 1982     GOOD             CADT
 LV0275  HISTORY     - 19880417 MARK NOT FOUND   NGS
 LV0275
 LV0275                          STATION DESCRIPTION
 LV0275
 LV0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0275'AT EUREKA.
 LV0275'AT EUREKA, ALONG BROADWAY (U.S. HIGHWAY 101), 0.05 MILE NORTHEAST
 LV0275'OF THE JUNCTION OF HARRIS STREET, SET VERTICALLY IN THE SOUTHEAST
 LV0275'FACE OF A LARGE BRICK BUILDING (FORMER HUMBOLDT BREWING COMPANY
 LV0275'BUILDING), THE BUILDING IS NOW VACANT, ACROSS THE HIGHWAY FROM A
 LV0275'TURNOUT AND WATER FOUNTAIN, 69 FEET NORTHWEST OF THE CENTER LINE
 LV0275'OF THE NORTHWEST LANES OF THE HIGHWAY, 1.0 FOOT NORTHEAST OF THE
 LV0275'EAST CORNER OF A LARGE STUCCO BUILDING AT 3164 BROADWAY, 2.0 FEET
 LV0275'NORTHEAST OF THE NORTHEAST EDGE OF A DRIVE-THROUGH DOOR OF THE
 LV0275'STUCCO BUILDING, 41 FEET NORTH-NORTHWEST OF LIGHT POLE 3198, AND
 LV0275'1.5 FEET ABOVE THE GROUND.
 LV0275
 LV0275                          STATION RECOVERY (1982)
 LV0275
 LV0275'RECOVERY NOTE BY CALTRANS 1982
 LV0275'RECOVERED IN GOOD CONDITION.
 LV0275
 LV0275                          STATION RECOVERY (1988)
 LV0275
 LV0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0275'THERE IS A VACANT LOT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0235 ***********************************************************************
 LV0235  DESIGNATION -  L 100
 LV0235  PID         -  LV0235
 LV0235  STATE/COUNTY-  CA/HUMBOLDT
 LV0235  USGS QUAD   -  FORTUNA (1972)
 LV0235
 LV0235                         *CURRENT SURVEY CONTROL
 LV0235  ___________________________________________________________________
 LV0235* NAD 83(1986)-  40 34 03.86   (N)    124 08 50.34   (W)     HD_HELD1  
 LV0235* NAVD 88     -        15.893  (meters)      52.14   (feet)  ADJUSTED  
 LV0235  ___________________________________________________________________
 LV0235  GEOID HEIGHT-         -30.97  (meters)                     GEOID09
 LV0235  DYNAMIC HT  -          15.885 (meters)      52.12  (feet)  COMP
 LV0235  MODELED GRAV-     980,157.9   (mgal)                       NAVD 88
 LV0235
 LV0235  VERT ORDER  -  FIRST     CLASS II
 LV0235
 LV0235.The horizontal coordinates were established by differentially corrected
 LV0235.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 LV0235.
 LV0235.The orthometric height was determined by differential leveling and
 LV0235.adjusted in December 1992.
 LV0235
 LV0235.The geoid height was determined by GEOID09.
 LV0235
 LV0235.The dynamic height is computed by dividing the NAVD 88
 LV0235.geopotential number by the normal gravity value computed on the
 LV0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0235.degrees latitude (g = 980.6199 gals.).
 LV0235
 LV0235.The modeled gravity was interpolated from observed gravity values.
 LV0235
 LV0235;                    North         East    Units  Estimated Accuracy
 LV0235;SPC CA 1     -   639,292.7   1,818,195.4     MT  (+/- 3 meters HH1 GPS) 
 LV0235
 LV0235                          SUPERSEDED SURVEY CONTROL
 LV0235
 LV0235  NAVD 88 (06/15/91)   15.918  (m)           52.22   (f) UNKNOWN     1 2
 LV0235  NGVD 29 (12/02/92)   14.911  (m)           48.92   (f) ADJUSTED    1 2
 LV0235
 LV0235.Superseded values are not recommended for survey control.
 LV0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0235.See file dsdata.txt to determine how the superseded data were derived.
 LV0235
 LV0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK0288091406(NAD 83)
 LV0235
 LV0235_MARKER: DB = BENCH MARK DISK
 LV0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0235_SP_SET: CONCRETE POST
 LV0235_STAMPING: L 100 1931 48.510
 LV0235_MARK LOGO: CGS   
 LV0235_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0235+STABILITY: SURFACE MOTION
 LV0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0235+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0235
 LV0235  HISTORY     - Date     Condition        Report By
 LV0235  HISTORY     - 1931     MONUMENTED       CGS
 LV0235  HISTORY     - 1967     GOOD             CGS
 LV0235  HISTORY     - 19880224 GOOD             NGS
 LV0235  HISTORY     - 19920728 GOOD             NGS
 LV0235
 LV0235                          STATION DESCRIPTION
 LV0235
 LV0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0235'2.6 MI S FROM FORTUNA.
 LV0235'2.55 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM FORTUNA OVERPASS AT
 LV0235'FORTUNA, THENCE 0.1 MILE EAST ACROSS A FIELD, ALONG THE NORTHWESTERN
 LV0235'PACIFIC RAILROAD, 0.15 MILES SOUTHEAST OF BENCH MARK W 1086,
 LV0235'0.3 MILE NORTH OF THE JUNCTION OF DRAKE HILL ROAD EAST TO
 LV0235'ROHNERVILLE, BETWEEN FORMER U.S. HIGHWAY 101 AND THE RAILROAD,
 LV0235'27 FEET WEST OF THE CENTER LINE OF FORMER HIGHWAY, 27 FEET EAST OF
 LV0235'THE EAST RAIL OF THE MAIN TRACK (CENTER TRACK), 4 FEET NORTH
 LV0235'OF A 40-INCH PINE TREE, AND IN LINE WITH A ROW OF TREES, 1.0
 LV0235'FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE FORMER HIGHWAY,
 LV0235'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LV0235'THE GROUND.
 LV0235
 LV0235                          STATION RECOVERY (1988)
 LV0235
 LV0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0235'RECOVERED IN GOOD CONDITION.
 LV0235
 LV0235                          STATION RECOVERY (1992)
 LV0235
 LV0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0235'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0235'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0235'THENCE 0.1 KM (0.05 MI) EASTERLY ALONG DRAKE HILL ROAD, THENCE 0.5 KM
 LV0235'(0.30 MI) NORTHERLY ALONG EEL RIVER DRIVE, 8.2 M (26.9 FT) WEST OF
 LV0235'AND LEVEL WITH THE DRIVE CENTERLINE, 8.2 M (26.9 FT) EAST OF THE NEAR
 LV0235'RAIL OF THE MAIN TRACK, 3.3 M (10.8 FT) NORTH OF A 40-INCH PINE TREE,
 LV0235'0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1
 LV0235'M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0887 ***********************************************************************
 KT0887  DESIGNATION -  L 103 RESET 1959
 KT0887  PID         -  KT0887
 KT0887  STATE/COUNTY-  CA/MENDOCINO
 KT0887  USGS QUAD   -  LONGVALE (1994)
 KT0887
 KT0887                         *CURRENT SURVEY CONTROL
 KT0887  ___________________________________________________________________
 KT0887* NAD 83(1986)-  39 37 09.     (N)    123 27 51.     (W)     SCALED    
 KT0887* NAVD 88     -       496.47   (+/-2cm)    1628.8    (feet)  VERTCON   
 KT0887  ___________________________________________________________________
 KT0887  GEOID HEIGHT-         -29.58  (meters)                     GEOID09
 KT0887  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0887
 KT0887.The horizontal coordinates were scaled from a topographic map and have
 KT0887.an estimated accuracy of +/- 6 seconds.
 KT0887.
 KT0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0887
 KT0887.The vertical order pertains to the NGVD 29 superseded value.
 KT0887
 KT0887.The geoid height was determined by GEOID09.
 KT0887
 KT0887;                    North         East    Units  Estimated Accuracy
 KT0887;SPC CA 2     -   717,760.    1,874,290.      MT  (+/- 180 meters Scaled)
 KT0887
 KT0887                          SUPERSEDED SURVEY CONTROL
 KT0887
 KT0887  NGVD 29 (??/??/92)  495.534  (m)         1625.76   (f) ADJ UNCH    1 2
 KT0887
 KT0887.Superseded values are not recommended for survey control.
 KT0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0887.See file dsdata.txt to determine how the superseded data were derived.
 KT0887
 KT0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ601855(NAD 83)
 KT0887
 KT0887_MARKER: DB = BENCH MARK DISK
 KT0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT0887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT0887_STAMPING: L 103 1959 RESET CDH
 KT0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0887+STABILITY: SURFACE MOTION
 KT0887
 KT0887  HISTORY     - Date     Condition        Report By
 KT0887  HISTORY     - 1959     MONUMENTED       CADH
 KT0887  HISTORY     - 1967     GOOD             CGS
 KT0887
 KT0887                          STATION DESCRIPTION
 KT0887
 KT0887'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0887'5.1 MI S FROM LAYTONVILLE.
 KT0887'5.1 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT0887'AT LAYTONVILLE, AT THE NORTHWEST END OF THE TANGENT, 88 FEET
 KT0887'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 57 FEET EAST OF
 KT0887'THE EAST CORNER OF CATCH BASIN NO. 64.29, 14 FEET WEST OF A
 KT0887'MADRONE TREE, 1.3 FEET SOUTHWEST OF A WITNESS POST, AND SET
 KT0887'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  4.95
 KT0887'MILES NORTH OF LONGVALE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1470 ***********************************************************************
 KT1470  DESIGNATION -  L 1082
 KT1470  PID         -  KT1470
 KT1470  STATE/COUNTY-  CA/MENDOCINO
 KT1470  USGS QUAD   -  TAN OAK PARK (1994)
 KT1470
 KT1470                         *CURRENT SURVEY CONTROL
 KT1470  ___________________________________________________________________
 KT1470* NAD 83(1986)-  39 47 53.     (N)    123 32 32.     (W)     SCALED    
 KT1470* NAVD 88     -       482.25   (+/-2cm)    1582.2    (feet)  VERTCON   
 KT1470  ___________________________________________________________________
 KT1470  GEOID HEIGHT-         -29.60  (meters)                     GEOID09
 KT1470  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1470
 KT1470.The horizontal coordinates were scaled from a topographic map and have
 KT1470.an estimated accuracy of +/- 6 seconds.
 KT1470.
 KT1470.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1470
 KT1470.The vertical order pertains to the NGVD 29 superseded value.
 KT1470
 KT1470.The geoid height was determined by GEOID09.
 KT1470
 KT1470;                    North         East    Units  Estimated Accuracy
 KT1470;SPC CA 2     -   737,730.    1,867,920.      MT  (+/- 180 meters Scaled)
 KT1470
 KT1470                          SUPERSEDED SURVEY CONTROL
 KT1470
 KT1470  NGVD 29 (??/??/92)  481.307  (m)         1579.09   (f) ADJ UNCH    1 2
 KT1470
 KT1470.Superseded values are not recommended for survey control.
 KT1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1470.See file dsdata.txt to determine how the superseded data were derived.
 KT1470
 KT1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK535054(NAD 83)
 KT1470
 KT1470_MARKER: DB = BENCH MARK DISK
 KT1470_SETTING: 66 = SET IN ROCK OUTCROP
 KT1470_SP_SET: OUTCROP
 KT1470_STAMPING: L 1082 1967
 KT1470_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1470+STABILITY: POSITION/ELEVATION WELL
 KT1470
 KT1470  HISTORY     - Date     Condition        Report By
 KT1470  HISTORY     - 1967     MONUMENTED       CGS
 KT1470
 KT1470                          STATION DESCRIPTION
 KT1470
 KT1470'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1470'8.9 MI N FROM LAYTONVILLE.
 KT1470'8.9 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1470'LAYTONVILLE, ABOUT 300 FEET SOUTH OF THE CENTER OF THE JUNCTION
 KT1470'OF SPY ROCK EAST, AT THE CROSSING OF RATTLESNAKE CREEK, SET
 KT1470'VERTICALLY IN THE WEST FACE OF A MASSIVE OUTCROP WHICH PROJECTS
 KT1470'ABOUT 3 FEET ABOVE THE GROUND, 70 FEET EAST OF THE CENTER LINE
 KT1470'OF THE HIGHWAY, 34 FEET SOUTH OF A TELEPHONE POLE, AND ABOUT
 KT1470'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1509 ***********************************************************************
 KT1509  DESIGNATION -  L 1083
 KT1509  PID         -  KT1509
 KT1509  STATE/COUNTY-  CA/MENDOCINO
 KT1509  USGS QUAD   -  PIERCY (1994)
 KT1509
 KT1509                         *CURRENT SURVEY CONTROL
 KT1509  ___________________________________________________________________
 KT1509* NAD 83(1986)-  39 55 42.     (N)    123 45 34.     (W)     SCALED    
 KT1509* NAVD 88     -       200.53   (+/-2cm)     657.9    (feet)  VERTCON   
 KT1509  ___________________________________________________________________
 KT1509  GEOID HEIGHT-         -30.19  (meters)                     GEOID09
 KT1509  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1509
 KT1509.The horizontal coordinates were scaled from a topographic map and have
 KT1509.an estimated accuracy of +/- 6 seconds.
 KT1509.
 KT1509.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1509
 KT1509.The vertical order pertains to the NGVD 29 superseded value.
 KT1509
 KT1509.The geoid height was determined by GEOID09.
 KT1509
 KT1509;                    North         East    Units  Estimated Accuracy
 KT1509;SPC CA 2     -   752,530.    1,849,600.      MT  (+/- 180 meters Scaled)
 KT1509
 KT1509                          SUPERSEDED SURVEY CONTROL
 KT1509
 KT1509  NGVD 29 (??/??/92)  199.613  (m)          654.90   (f) ADJ UNCH    1 2
 KT1509
 KT1509.Superseded values are not recommended for survey control.
 KT1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1509.See file dsdata.txt to determine how the superseded data were derived.
 KT1509
 KT1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK351200(NAD 83)
 KT1509
 KT1509_MARKER: DB = BENCH MARK DISK
 KT1509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1509_SP_SET: CULVERT
 KT1509_STAMPING: L 1083 1967
 KT1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1509
 KT1509  HISTORY     - Date     Condition        Report By
 KT1509  HISTORY     - 1967     MONUMENTED       CGS
 KT1509  HISTORY     - 1972     GOOD             USGS
 KT1509  HISTORY     - 19880714 MARK NOT FOUND   NGS
 KT1509
 KT1509                          STATION DESCRIPTION
 KT1509
 KT1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1509'5 MI S FROM PIERCY.
 KT1509'4.95 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1509'AT PIERCY, 0.15 MILE EAST OF THE CROSSING OF RED MOUNTAIN CREEK,
 KT1509'AT THE JUNCTION OF AN ABANDONED PAVED ROAD NORTHEAST ALONG THE
 KT1509'CREEK, IN THE TOP AND 0.5 FOOT NORTHEAST OF THE SOUTHWEST END
 KT1509'OF A HEAD WALL FOR AN 18-INCH PIPE CULVERT WHICH IS A DRAIN FOR
 KT1509'A SLIDE AREA, 40 FEET NORTHEAST OF THE CENTER LINE OF THE
 KT1509'HIGHWAY, 120 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, AND
 KT1509'ABOUT 4 1/2 FEET HIGHER THAN THE HIGHWAY.  NOTE-- PIERCY POST
 KT1509'OFFICE, ABOUT 300 FT N OF TO BOTTOM OF OFF RAMP AT PIERCY
 KT1509'INTERCHANGE, THENCE 4.15 MI SE AND S ALONG U.S. HWY 101, 1.25
 KT1509'MI. N OF WORLD FAMOUS TREE HOUSE, TO BENCH MARK AS DESCRIBED BY
 KT1509'C AND GS.
 KT1509
 KT1509                          STATION RECOVERY (1972)
 KT1509
 KT1509'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1509'RECOVERED IN GOOD CONDITION.
 KT1509
 KT1509                          STATION RECOVERY (1988)
 KT1509
 KT1509'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1509'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1264 ***********************************************************************
 LU1264  DESIGNATION -  L 1084
 LU1264  PID         -  LU1264
 LU1264  STATE/COUNTY-  CA/HUMBOLDT
 LU1264  USGS QUAD   -  MIRANDA (1970)
 LU1264
 LU1264                         *CURRENT SURVEY CONTROL
 LU1264  ___________________________________________________________________
 LU1264* NAD 83(1986)-  40 07 34.     (N)    123 49 23.     (W)     SCALED    
 LU1264* NAVD 88     -       167.690  (meters)     550.16   (feet)  ADJUSTED  
 LU1264  ___________________________________________________________________
 LU1264  GEOID HEIGHT-         -30.51  (meters)                     GEOID09
 LU1264  DYNAMIC HT  -         167.597 (meters)     549.86  (feet)  COMP
 LU1264  MODELED GRAV-     980,065.8   (mgal)                       NAVD 88
 LU1264
 LU1264  VERT ORDER  -  FIRST     CLASS II
 LU1264
 LU1264.The horizontal coordinates were scaled from a topographic map and have
 LU1264.an estimated accuracy of +/- 6 seconds.
 LU1264.
 LU1264.The orthometric height was determined by differential leveling and
 LU1264.adjusted in December 1992.
 LU1264
 LU1264.The geoid height was determined by GEOID09.
 LU1264
 LU1264.The dynamic height is computed by dividing the NAVD 88
 LU1264.geopotential number by the normal gravity value computed on the
 LU1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1264.degrees latitude (g = 980.6199 gals.).
 LU1264
 LU1264.The modeled gravity was interpolated from observed gravity values.
 LU1264
 LU1264;                    North         East    Units  Estimated Accuracy
 LU1264;SPC CA 1     -   589,650.    1,844,630.      MT  (+/- 180 meters Scaled)
 LU1264
 LU1264                          SUPERSEDED SURVEY CONTROL
 LU1264
 LU1264  NAVD 88 (06/15/91)  167.690  (m)          550.16   (f) UNKNOWN     1 2
 LU1264  NGVD 29 (12/02/92)  166.762  (m)          547.12   (f) ADJUSTED    1 2
 LU1264
 LU1264.Superseded values are not recommended for survey control.
 LU1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1264.See file dsdata.txt to determine how the superseded data were derived.
 LU1264
 LU1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK298420(NAD 83)
 LU1264
 LU1264_MARKER: DB = BENCH MARK DISK
 LU1264_SETTING: 66 = SET IN ROCK OUTCROP
 LU1264_SP_SET: BEDROCK
 LU1264_STAMPING: L 1084 1967
 LU1264_MARK LOGO: CGS   
 LU1264_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1264+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1264
 LU1264  HISTORY     - Date     Condition        Report By
 LU1264  HISTORY     - 1967     MONUMENTED       CGS
 LU1264  HISTORY     - 1970     GOOD             NGS
 LU1264  HISTORY     - 19880329 GOOD             NGS
 LU1264  HISTORY     - 19920729 GOOD             NGS
 LU1264
 LU1264                          STATION DESCRIPTION
 LU1264
 LU1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LU1264'3.2 MI N FROM GARBERVILLE.
 LU1264'3.15 MILES NORTH ALONG OLD U.S. HIGHWAY 101 FROM THE POST OFFICE
 LU1264'AT GARBERVILLE, 0.1 MILE WEST OF A PULLOUT, IN THE TOP OF THE
 LU1264'SOUTHWEST LOWER PORTION OF A MASSIVE SANDSTONE OUTCROP, 18 FEET
 LU1264'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 4 FEET SOUTHEAST
 LU1264'OF THE EDGE OF A CLIFF, 2.0 FEET SOUTHWEST OF A WITNESS POST,
 LU1264'ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND 1.5 FEET ABOVE THE
 LU1264'GROUND.
 LU1264
 LU1264                          STATION RECOVERY (1988)
 LU1264
 LU1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1264'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 LU1264'CHANGE--U.S. HIGHWAY 101 TO REDWOOD DRIVE.
 LU1264
 LU1264                          STATION RECOVERY (1992)
 LU1264
 LU1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1264'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1264'OFFICE IN GARBERVILLE, THENCE 5.2 KM (3.25 MI) NORTHERLY ALONG
 LU1264'REDWOOD DRIVE, IN THE SOUTHWEST LOWER PORTION OF A MASSIVE VERTICAL
 LU1264'SANDSTONE OUTCROP, 0.2 KM (0.10 MI) WEST OF A HIGHWAY PULLOUT, 5.5 M
 LU1264'(18.0 FT) NORTHWEST OF THE CENTERLINE OF THE DRIVE, 1.2 M (3.9 FT)
 LU1264'SOUTHEAST OF THE EDGE OF A CLIFF, 0.6 M (2.0 FT) SOUTHWEST OF A
 LU1264'WITNESS POST, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4
 LU1264'M (1.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1301 ***********************************************************************
 LU1301  DESIGNATION -  L 1085
 LU1301  PID         -  LU1301
 LU1301  STATE/COUNTY-  CA/HUMBOLDT
 LU1301  USGS QUAD   -  WEOTT (1969)
 LU1301
 LU1301                         *CURRENT SURVEY CONTROL
 LU1301  ___________________________________________________________________
 LU1301* NAD 83(1986)-  40 17 15.     (N)    123 53 42.     (W)     SCALED    
 LU1301* NAVD 88     -       106.816  (meters)     350.45   (feet)  ADJUSTED  
 LU1301  ___________________________________________________________________
 LU1301  GEOID HEIGHT-         -30.51  (meters)                     GEOID09
 LU1301  DYNAMIC HT  -         106.761 (meters)     350.27  (feet)  COMP
 LU1301  MODELED GRAV-     980,110.5   (mgal)                       NAVD 88
 LU1301
 LU1301  VERT ORDER  -  FIRST     CLASS II
 LU1301
 LU1301.The horizontal coordinates were scaled from a topographic map and have
 LU1301.an estimated accuracy of +/- 6 seconds.
 LU1301.
 LU1301.The orthometric height was determined by differential leveling and
 LU1301.adjusted in December 1992.
 LU1301
 LU1301.The geoid height was determined by GEOID09.
 LU1301
 LU1301.The dynamic height is computed by dividing the NAVD 88
 LU1301.geopotential number by the normal gravity value computed on the
 LU1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1301.degrees latitude (g = 980.6199 gals.).
 LU1301
 LU1301.The modeled gravity was interpolated from observed gravity values.
 LU1301
 LU1301;                    North         East    Units  Estimated Accuracy
 LU1301;SPC CA 1     -   607,690.    1,838,880.      MT  (+/- 180 meters Scaled)
 LU1301
 LU1301                          SUPERSEDED SURVEY CONTROL
 LU1301
 LU1301  NAVD 88 (06/15/91)  106.801  (m)          350.40   (f) UNKNOWN     1 2
 LU1301  NGVD 29 (12/02/92)  105.871  (m)          347.35   (f) ADJUSTED    1 2
 LU1301
 LU1301.Superseded values are not recommended for survey control.
 LU1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1301.See file dsdata.txt to determine how the superseded data were derived.
 LU1301
 LU1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK239600(NAD 83)
 LU1301
 LU1301_MARKER: DB = BENCH MARK DISK
 LU1301_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1301_SP_SET: RETAINING WALL
 LU1301_STAMPING: L 1085 1967
 LU1301_MARK LOGO: CGS   
 LU1301_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1301+STABILITY: SURFACE MOTION
 LU1301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1301+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LU1301
 LU1301  HISTORY     - Date     Condition        Report By
 LU1301  HISTORY     - 1967     MONUMENTED       CGS
 LU1301  HISTORY     - 19880325 GOOD             NGS
 LU1301  HISTORY     - 19920730 GOOD             NGS
 LU1301
 LU1301                          STATION DESCRIPTION
 LU1301
 LU1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1301'2.1 MI NW FROM MYERS FLAT.
 LU1301'2.1 MILES NORTHWEST ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1301'OVERPASS AT MYERS FLAT, ON THE INSIDE OF A CURVE, IN THE TOP AND
 LU1301'0.2 FOOT NORTH OF THE SOUTH END OF A RETAINING WALL AT CATCH BASIN
 LU1301'29.99, 34 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 LU1301'4 FEET HIGHER THAN THE HIGHWAY.
 LU1301
 LU1301                          STATION RECOVERY (1988)
 LU1301
 LU1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1301'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  28.7 KM (17.85
 LU1301'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1301'GARBERVILLE.
 LU1301
 LU1301                          STATION RECOVERY (1992)
 LU1301
 LU1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1301'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1301'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1301'REDWOOD DRIVE, THENCE 30.0 KM (18.65 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1301'101, IN TOP OF AND 0.1 M (0.3 FT) NORTH OF THE SOUTH END OF A
 LU1301'CONCRETE RETAINING WALL FOR A CATCH BASIN AT MILEPOST 29.99, 10.4 M
 LU1301'(34.1 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LU1301'HIGHWAY, AND 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0433 ***********************************************************************
 LV0433  DESIGNATION -  L 1086
 LV0433  PID         -  LV0433
 LV0433  STATE/COUNTY-  CA/HUMBOLDT
 LV0433  USGS QUAD   -  SCOTIA (1970)
 LV0433
 LV0433                         *CURRENT SURVEY CONTROL
 LV0433  ___________________________________________________________________
 LV0433* NAD 83(1986)-  40 27 25.     (N)    124 04 03.     (W)     SCALED    
 LV0433* NAVD 88     -        52.432  (meters)     172.02   (feet)  ADJUSTED  
 LV0433  ___________________________________________________________________
 LV0433  GEOID HEIGHT-         -30.70  (meters)                     GEOID09
 LV0433  DYNAMIC HT  -          52.405 (meters)     171.93  (feet)  COMP
 LV0433  MODELED GRAV-     980,111.0   (mgal)                       NAVD 88
 LV0433
 LV0433  VERT ORDER  -  FIRST     CLASS II
 LV0433
 LV0433.The horizontal coordinates were scaled from a topographic map and have
 LV0433.an estimated accuracy of +/- 6 seconds.
 LV0433.
 LV0433.The orthometric height was determined by differential leveling and
 LV0433.adjusted in December 1992.
 LV0433
 LV0433.The geoid height was determined by GEOID09.
 LV0433
 LV0433.The dynamic height is computed by dividing the NAVD 88
 LV0433.geopotential number by the normal gravity value computed on the
 LV0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0433.degrees latitude (g = 980.6199 gals.).
 LV0433
 LV0433.The modeled gravity was interpolated from observed gravity values.
 LV0433
 LV0433;                    North         East    Units  Estimated Accuracy
 LV0433;SPC CA 1     -   626,830.    1,824,660.      MT  (+/- 180 meters Scaled)
 LV0433
 LV0433                          SUPERSEDED SURVEY CONTROL
 LV0433
 LV0433  NAVD 88 (06/15/91)   52.521  (m)          172.31   (f) UNKNOWN     1 2
 LV0433  NGVD 29 (12/02/92)   51.460  (m)          168.83   (f) ADJUSTED    1 2
 LV0433
 LV0433.Superseded values are not recommended for survey control.
 LV0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0433.See file dsdata.txt to determine how the superseded data were derived.
 LV0433
 LV0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK094790(NAD 83)
 LV0433
 LV0433_MARKER: DB = BENCH MARK DISK
 LV0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0433_SP_SET: BRIDGE GUARDRAIL
 LV0433_STAMPING: L 1086 1967
 LV0433_MARK LOGO: CGS   
 LV0433_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0433+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0433
 LV0433  HISTORY     - Date     Condition        Report By
 LV0433  HISTORY     - 1967     MONUMENTED       CGS
 LV0433  HISTORY     - 19880226 GOOD             NGS
 LV0433  HISTORY     - 19920728 GOOD             NGS
 LV0433
 LV0433                          STATION DESCRIPTION
 LV0433
 LV0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0433'3.2 MI S FROM SCOTIA.
 LV0433'3.25 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE SOUTH END OF
 LV0433'THE EEL RIVER BRIDGE AT SCOTIA, IN THE TOP AND 1.0 FOOT SOUTHEAST
 LV0433'OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE GUARDRAIL OF
 LV0433'BRIDGE 4-14 OVER EEL RIVER, 29 FEET SOUTHWEST OF THE CENTER LINE
 LV0433'OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 LV0433
 LV0433                          STATION RECOVERY (1988)
 LV0433
 LV0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0433'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  20.7 KM (12.85
 LV0433'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LV0433'FORTUNA.
 LV0433
 LV0433                          STATION RECOVERY (1992)
 LV0433
 LV0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0433'20.7 KM (12.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0433'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0433'IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 LV0433'SOUTHWEST CONCRETE BRIDGE RAIL OF A HIGHWAY BRIDGE SPANNING THE EEL
 LV0433'RIVER, 8.8 M (28.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LV0433'AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE BRIDGE
 LV0433'RAIL IS PART OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0259 ***********************************************************************
 LV0259  DESIGNATION -  L 1087
 LV0259  PID         -  LV0259
 LV0259  STATE/COUNTY-  CA/HUMBOLDT
 LV0259  USGS QUAD   -  FIELDS LANDING (1972)
 LV0259
 LV0259                         *CURRENT SURVEY CONTROL
 LV0259  ___________________________________________________________________
 LV0259* NAD 83(2007)-  40 41 44.40882(N)    124 12 11.64955(W)     ADJUSTED  
 LV0259* NAVD 88     -         1.658  (meters)       5.44   (feet)  ADJUSTED  
 LV0259  ___________________________________________________________________
 LV0259  EPOCH DATE  -        2007.00
 LV0259  X           -  -2,722,212.365 (meters)                     COMP
 LV0259  Y           -  -4,005,127.260 (meters)                     COMP
 LV0259  Z           -   4,136,838.984 (meters)                     COMP
 LV0259  LAPLACE CORR-           9.46  (seconds)                    DEFLEC09
 LV0259  ELLIP HEIGHT-         -29.303 (meters)          (02/10/07) ADJUSTED
 LV0259  GEOID HEIGHT-         -30.94  (meters)                     GEOID09
 LV0259  DYNAMIC HT  -           1.657 (meters)       5.44  (feet)  COMP
 LV0259
 LV0259  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV0259  Type    PID    Designation                      North   East  Ellip
 LV0259  -------------------------------------------------------------------
 LV0259  NETWORK LV0259 L 1087                            2.02   1.65   3.96
 LV0259  -------------------------------------------------------------------
 LV0259  MODELED GRAV-     980,176.8   (mgal)                       NAVD 88
 LV0259
 LV0259  VERT ORDER  -  FIRST     CLASS II
 LV0259
 LV0259.The horizontal coordinates were established by GPS observations
 LV0259.and adjusted by the National Geodetic Survey in February 2007.
 LV0259
 LV0259.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV0259.See National Readjustment for more information. 
 LV0259
 LV0259.The horizontal coordinates are valid at the epoch date displayed above
 LV0259.which is a decimal equivalence of Year/Month/Day.
 LV0259
 LV0259.The orthometric height was determined by differential leveling and
 LV0259.adjusted in June 1991.
 LV0259
 LV0259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV0259
 LV0259.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0259
 LV0259.The ellipsoidal height was determined by GPS observations
 LV0259.and is referenced to NAD 83.
 LV0259
 LV0259.The geoid height was determined by GEOID09.
 LV0259
 LV0259.The dynamic height is computed by dividing the NAVD 88
 LV0259.geopotential number by the normal gravity value computed on the
 LV0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0259.degrees latitude (g = 980.6199 gals.).
 LV0259
 LV0259.The modeled gravity was interpolated from observed gravity values.
 LV0259
 LV0259;                    North         East     Units Scale Factor Converg.
 LV0259;SPC CA 1     -   653,610.622 1,813,819.024   MT  0.99989758   -1 26 26.4
 LV0259;SPC CA 1     - 2,144,387.52  5,950,837.91   sFT  0.99989758   -1 26 26.4
 LV0259;UTM  10      - 4,505,670.413   398,340.859   MT  0.99972720   -0 47 04.7
 LV0259
 LV0259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0259!SPC CA 1     -   1.00000460  x   0.99989758  =   0.99990218
 LV0259!UTM  10      -   1.00000460  x   0.99972720  =   0.99973180
 LV0259
 LV0259                          SUPERSEDED SURVEY CONTROL
 LV0259
 LV0259  NAD 83(1998)-  40 41 44.40684(N)    124 12 11.64831(W) AD(2004.69) B
 LV0259  ELLIP H (09/28/05)  -29.305  (m)                       GP(2004.69) 4 1
 LV0259  NAVD 88 (09/28/05)    1.7    (m)            6.     (f) GPS OBS        
 LV0259  NGVD 29 (12/02/92)    0.664  (m)            2.18   (f) ADJUSTED    1 2
 LV0259
 LV0259.Superseded values are not recommended for survey control.
 LV0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0259.See file dsdata.txt to determine how the superseded data were derived.
 LV0259
 LV0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL9834005670(NAD 83)
 LV0259
 LV0259_MARKER: DB = BENCH MARK DISK
 LV0259_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0259_SP_SET: HEADWALL
 LV0259_STAMPING: L 1087 1967
 LV0259_MARK LOGO: CGS   
 LV0259_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0259+STABILITY: SURFACE MOTION
 LV0259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0259+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 LV0259
 LV0259  HISTORY     - Date     Condition        Report By
 LV0259  HISTORY     - 1967     MONUMENTED       CGS
 LV0259  HISTORY     - 19880222 GOOD             NGS
 LV0259  HISTORY     - 19920727 GOOD             NGS
 LV0259  HISTORY     - 20040901 GOOD             CADT
 LV0259
 LV0259                          STATION DESCRIPTION
 LV0259
 LV0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0259'8.2 MI N FROM FORTUNA.
 LV0259'8.2 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FORTUNA OVERPASS AT
 LV0259'FORTUNA, 8.75 MILES SOUTH OF THE POST OFFICE AT EUREKA, IN THE
 LV0259'TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF 18-INCH
 LV0259'PIPE CULVERT 69.85, 38 FEET EAST OF THE CENTER LINE OF THE EAST
 LV0259'LANES OF THE HIGHWAY, AND ABOUT 2 1/2 FEET LOWER THAN THE
 LV0259'HIGHWAY.
 LV0259
 LV0259                          STATION RECOVERY (1988)
 LV0259
 LV0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0259'RECOVERED IN GOOD CONDITION.
 LV0259
 LV0259                          STATION RECOVERY (1992)
 LV0259
 LV0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0259'13.2 KM (8.20 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0259'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0259'IN TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE NORTH END OF THE EAST
 LV0259'CONCRETE HEADWALL OF AN 18-INCH PIPE CULVERT AT MILEPOST 69.85, 11.6
 LV0259'M (38.1 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LV0259'HIGHWAY, AND 0.8 M (2.6 FT) LOWER THAN THE LEVEL OF THE HIGHWAY.
 LV0259
 LV0259                          STATION RECOVERY (2004)
 LV0259
 LV0259'RECOVERY NOTE BY CALTRANS 2004 (GN)
 LV0259'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004.  THIS STATION WAS
 LV0259'OCCUPIED AS PART OF  THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION
 LV0259'SURVEY OF 2004.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0148 ***********************************************************************
 LV0148  DESIGNATION -  L 1088
 LV0148  PID         -  LV0148
 LV0148  STATE/COUNTY-  CA/HUMBOLDT
 LV0148  USGS QUAD   -  CRANNELL (1975)
 LV0148
 LV0148                         *CURRENT SURVEY CONTROL
 LV0148  ___________________________________________________________________
 LV0148* NAD 83(1986)-  41 01 14.     (N)    124 06 25.     (W)     SCALED    
 LV0148* NAVD 88     -         8.179  (meters)      26.83   (feet)  ADJUSTED  
 LV0148  ___________________________________________________________________
 LV0148  GEOID HEIGHT-         -29.96  (meters)                     GEOID09
 LV0148  DYNAMIC HT  -           8.176 (meters)      26.82  (feet)  COMP
 LV0148  MODELED GRAV-     980,222.1   (mgal)                       NAVD 88
 LV0148
 LV0148  VERT ORDER  -  FIRST     CLASS II
 LV0148
 LV0148.The horizontal coordinates were scaled from a topographic map and have
 LV0148.an estimated accuracy of +/- 6 seconds.
 LV0148.
 LV0148.The orthometric height was determined by differential leveling and
 LV0148.adjusted in June 1991.
 LV0148
 LV0148.The geoid height was determined by GEOID09.
 LV0148
 LV0148.The dynamic height is computed by dividing the NAVD 88
 LV0148.geopotential number by the normal gravity value computed on the
 LV0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0148.degrees latitude (g = 980.6199 gals.).
 LV0148
 LV0148.The modeled gravity was interpolated from observed gravity values.
 LV0148
 LV0148;                    North         East    Units  Estimated Accuracy
 LV0148;SPC CA 1     -   689,480.    1,822,820.      MT  (+/- 180 meters Scaled)
 LV0148
 LV0148                          SUPERSEDED SURVEY CONTROL
 LV0148
 LV0148  NGVD 29 (12/02/92)    7.145  (m)           23.44   (f) ADJUSTED    1 2
 LV0148
 LV0148.Superseded values are not recommended for survey control.
 LV0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0148.See file dsdata.txt to determine how the superseded data were derived.
 LV0148
 LV0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL069416(NAD 83)
 LV0148
 LV0148_MARKER: DB = BENCH MARK DISK
 LV0148_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0148_SP_SET: BRIDGE GUARDRAIL
 LV0148_STAMPING: L 1088 1967
 LV0148_MARK LOGO: CGS   
 LV0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0148
 LV0148  HISTORY     - Date     Condition        Report By
 LV0148  HISTORY     - 1967     MONUMENTED       CGS
 LV0148  HISTORY     - 1988     GOOD             NGS
 LV0148
 LV0148                          STATION DESCRIPTION
 LV0148
 LV0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0148'3.4 MI S FROM TRINIDAD.
 LV0148'3.4 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM TRINIDAD UNDERPASS
 LV0148'AT TRINIDAD, 5.55 MILES NORTH OF MC KINELYVILLE, 0.95 MILE NORTH
 LV0148'OF BENCH MARK H 520, IN THE TOP AND 1.0 FOOT SOUTH OF THE NORTH
 LV0148'END OF THE EAST CONCRETE GUARDRAIL OF CONCRETE BRIDGE NO. 4.26L
 LV0148'OVER LITTLE RIVER, BETWEEN THE TRAFFIC LANES OF THE HIGHWAY, 15
 LV0148'FEET EAST OF THE CENTER LINE OF THE WEST LANES, AND ABOUT 2 FEET
 LV0148'HIGHER THAN THE HIGHWAY.
 LV0148
 LV0148                          STATION RECOVERY (1988)
 LV0148
 LV0148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0178 ***********************************************************************
 LV0178  DESIGNATION -  L 1089
 LV0178  PID         -  LV0178
 LV0178  STATE/COUNTY-  CA/HUMBOLDT
 LV0178  USGS QUAD   -  ORICK (1975)
 LV0178
 LV0178                         *CURRENT SURVEY CONTROL
 LV0178  ___________________________________________________________________
 LV0178* NAD 83(1986)-  41 15 45.     (N)    124 05 49.     (W)     SCALED    
 LV0178* NAVD 88     -        27.590  (meters)      90.52   (feet)  ADJUSTED  
 LV0178  ___________________________________________________________________
 LV0178  GEOID HEIGHT-         -29.51  (meters)                     GEOID09
 LV0178  DYNAMIC HT  -          27.579 (meters)      90.48  (feet)  COMP
 LV0178  MODELED GRAV-     980,242.7   (mgal)                       NAVD 88
 LV0178
 LV0178  VERT ORDER  -  FIRST     CLASS II
 LV0178
 LV0178.The horizontal coordinates were scaled from a topographic map and have
 LV0178.an estimated accuracy of +/- 6 seconds.
 LV0178.
 LV0178.The orthometric height was determined by differential leveling and
 LV0178.adjusted in June 1991.
 LV0178
 LV0178.The geoid height was determined by GEOID09.
 LV0178
 LV0178.The dynamic height is computed by dividing the NAVD 88
 LV0178.geopotential number by the normal gravity value computed on the
 LV0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0178.degrees latitude (g = 980.6199 gals.).
 LV0178
 LV0178.The modeled gravity was interpolated from observed gravity values.
 LV0178
 LV0178;                    North         East    Units  Estimated Accuracy
 LV0178;SPC CA 1     -   716,320.    1,824,310.      MT  (+/- 180 meters Scaled)
 LV0178
 LV0178                          SUPERSEDED SURVEY CONTROL
 LV0178
 LV0178  NGVD 29 (12/02/92)   26.543  (m)           87.08   (f) ADJUSTED    1 2
 LV0178
 LV0178.Superseded values are not recommended for survey control.
 LV0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0178.See file dsdata.txt to determine how the superseded data were derived.
 LV0178
 LV0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL081684(NAD 83)
 LV0178
 LV0178_MARKER: DB = BENCH MARK DISK
 LV0178_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0178_SP_SET: CATCH BASIN
 LV0178_STAMPING: L 1089 1967
 LV0178_MARK LOGO: CGS   
 LV0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0178
 LV0178  HISTORY     - Date     Condition        Report By
 LV0178  HISTORY     - 1967     MONUMENTED       CGS
 LV0178  HISTORY     - 1988     GOOD             NGS
 LV0178
 LV0178                          STATION DESCRIPTION
 LV0178
 LV0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0178'3.6 MI SW FROM ORICK.
 LV0178'3.55 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0178'ORICK, 0.3 MILE NORTHWEST OF THE JUNCTION OF A PAVED ROAD WEST
 LV0178'TO THE NORTH END OF STONE LAGOON, 0.3 MILE SOUTH OF THE SOUTH
 LV0178'END OF FRESHWATER LAGOON, 0.2 MILE NORTH OF THE JUNCTION OF A
 LV0178'PAVED ROAD EAST, IN THE TOP OF THE SOUTH CONCRETE WALL OF
 LV0178'3- BY 4-FOOT CONCRETE CATCH BASIN 117.70, 20 FEET WEST OF THE
 LV0178'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET LOWER THAN
 LV0178'THE HIGHWAY.
 LV0178
 LV0178                          STATION RECOVERY (1988)
 LV0178
 LV0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0084 ***********************************************************************
 LV0084  DESIGNATION -  L 1090
 LV0084  PID         -  LV0084
 LV0084  STATE/COUNTY-  CA/DEL NORTE
 LV0084  USGS QUAD   -  CHILDS HILL (1975)
 LV0084
 LV0084                         *CURRENT SURVEY CONTROL
 LV0084  ___________________________________________________________________
 LV0084* NAD 83(1986)-  41 40 34.     (N)    124 06 45.     (W)     SCALED    
 LV0084* NAVD 88     -       325.445  (meters)    1067.73   (feet)  ADJUSTED  
 LV0084  ___________________________________________________________________
 LV0084  GEOID HEIGHT-         -28.49  (meters)                     GEOID09
 LV0084  DYNAMIC HT  -         325.316 (meters)    1067.31  (feet)  COMP
 LV0084  MODELED GRAV-     980,218.9   (mgal)                       NAVD 88
 LV0084
 LV0084  VERT ORDER  -  FIRST     CLASS II
 LV0084
 LV0084.The horizontal coordinates were scaled from a topographic map and have
 LV0084.an estimated accuracy of +/- 6 seconds.
 LV0084.
 LV0084.The orthometric height was determined by differential leveling and
 LV0084.adjusted in June 1991.
 LV0084
 LV0084.The geoid height was determined by GEOID09.
 LV0084
 LV0084.The dynamic height is computed by dividing the NAVD 88
 LV0084.geopotential number by the normal gravity value computed on the
 LV0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0084.degrees latitude (g = 980.6199 gals.).
 LV0084
 LV0084.The modeled gravity was interpolated from observed gravity values.
 LV0084
 LV0084;                    North         East    Units  Estimated Accuracy
 LV0084;SPC CA 1     -   762,270.    1,824,110.      MT  (+/- 180 meters Scaled)
 LV0084
 LV0084                          SUPERSEDED SURVEY CONTROL
 LV0084
 LV0084  NGVD 29 (12/02/92)  324.412  (m)         1064.34   (f) ADJUSTED    1 2
 LV0084
 LV0084.Superseded values are not recommended for survey control.
 LV0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0084.See file dsdata.txt to determine how the superseded data were derived.
 LV0084
 LV0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM073144(NAD 83)
 LV0084
 LV0084_MARKER: DB = BENCH MARK DISK
 LV0084_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0084_SP_SET: HEADWALL
 LV0084_STAMPING: L 1090 1967
 LV0084_MARK LOGO: CGS   
 LV0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0084+STABILITY: SURFACE MOTION
 LV0084
 LV0084  HISTORY     - Date     Condition        Report By
 LV0084  HISTORY     - 1967     MONUMENTED       CGS
 LV0084  HISTORY     - 1988     GOOD             NGS
 LV0084
 LV0084                          STATION DESCRIPTION
 LV0084
 LV0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0084'8.2 MI S FROM CRESCENT CITY.
 LV0084'8.25 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0084'OF FRONT STREET AT CRESCENT CITY, IN THE TOP AND 0.3 FOOT
 LV0084'SOUTH OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF CULVERT
 LV0084'18.05, 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 63 FEET
 LV0084'SOUTHWEST OF AND ACROSS THE HIGHWAY FROM J.D. GRANT GROVE
 LV0084'SIGN, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 LV0084
 LV0084                          STATION RECOVERY (1988)
 LV0084
 LV0084'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0188 ***********************************************************************
 LV0188  DESIGNATION -  L 1091
 LV0188  PID         -  LV0188
 LV0188  STATE/COUNTY-  CA/HUMBOLDT
 LV0188  USGS QUAD   -  FERN CANYON (1966)
 LV0188
 LV0188                         *CURRENT SURVEY CONTROL
 LV0188  ___________________________________________________________________
 LV0188* NAD 83(1986)-  41 27 36.     (N)    124 02 50.     (W)     SCALED    
 LV0188* NAVD 88     -       185.793  (meters)     609.56   (feet)  ADJUSTED  
 LV0188  ___________________________________________________________________
 LV0188  GEOID HEIGHT-         -28.94  (meters)                     GEOID09
 LV0188  DYNAMIC HT  -         185.717 (meters)     609.31  (feet)  COMP
 LV0188  MODELED GRAV-     980,212.7   (mgal)                       NAVD 88
 LV0188
 LV0188  VERT ORDER  -  FIRST     CLASS II
 LV0188
 LV0188.The horizontal coordinates were scaled from a topographic map and have
 LV0188.an estimated accuracy of +/- 6 seconds.
 LV0188.
 LV0188.The orthometric height was determined by differential leveling and
 LV0188.adjusted in June 1991.
 LV0188
 LV0188.The geoid height was determined by GEOID09.
 LV0188
 LV0188.The dynamic height is computed by dividing the NAVD 88
 LV0188.geopotential number by the normal gravity value computed on the
 LV0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0188.degrees latitude (g = 980.6199 gals.).
 LV0188
 LV0188.The modeled gravity was interpolated from observed gravity values.
 LV0188
 LV0188;                    North         East    Units  Estimated Accuracy
 LV0188;SPC CA 1     -   738,140.    1,828,980.      MT  (+/- 180 meters Scaled)
 LV0188
 LV0188                          SUPERSEDED SURVEY CONTROL
 LV0188
 LV0188  NGVD 29 (12/02/92)  184.746  (m)          606.12   (f) ADJUSTED    1 2
 LV0188
 LV0188.Superseded values are not recommended for survey control.
 LV0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0188.See file dsdata.txt to determine how the superseded data were derived.
 LV0188
 LV0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL125903(NAD 83)
 LV0188
 LV0188_MARKER: DB = BENCH MARK DISK
 LV0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0188_SP_SET: CATCH BASIN
 LV0188_STAMPING: L 1091 1967
 LV0188_MARK LOGO: CGS   
 LV0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0188
 LV0188  HISTORY     - Date     Condition        Report By
 LV0188  HISTORY     - 1967     MONUMENTED       CGS
 LV0188  HISTORY     - 1979     GOOD             CADT
 LV0188  HISTORY     - 1988     GOOD             NGS
 LV0188
 LV0188                          STATION DESCRIPTION
 LV0188
 LV0188'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0188'13.2 MI N FROM ORICK.
 LV0188'13.2 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 LV0188'AT ORICK, 0.4 MILE SOUTHWEST OF HUMBOLDT-DEL NORTE COUNTY LINE,
 LV0188'0.3 MILE NORTH OF THE JUNCTION OF AN ASPHALT ROAD NORTHWEST,
 LV0188'IN THE TOP OF THE SOUTH CONCRETE WALL OF 4- BY 4-FOOT CONCRETE
 LV0188'CATCH BASIN 134.55, 20 FEET EAST OF THE CENTER LINE OF THE
 LV0188'EAST LANES OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE
 LV0188'HIGHWAY.
 LV0188
 LV0188                          STATION RECOVERY (1979)
 LV0188
 LV0188'RECOVERY NOTE BY CALTRANS 1979
 LV0188'RECOVERED IN GOOD CONDITION.
 LV0188
 LV0188                          STATION RECOVERY (1988)
 LV0188
 LV0188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0177 ***********************************************************************
 LV0177  DESIGNATION -  L 74
 LV0177  PID         -  LV0177
 LV0177  STATE/COUNTY-  CA/HUMBOLDT
 LV0177  USGS QUAD   -  ORICK (1975)
 LV0177
 LV0177                         *CURRENT SURVEY CONTROL
 LV0177  ___________________________________________________________________
 LV0177* NAD 83(1986)-  41 15 16.     (N)    124 05 15.     (W)     SCALED    
 LV0177* NAVD 88     -        49.926  (meters)     163.80   (feet)  ADJUSTED  
 LV0177  ___________________________________________________________________
 LV0177  GEOID HEIGHT-         -29.47  (meters)                     GEOID09
 LV0177  DYNAMIC HT  -          49.906 (meters)     163.73  (feet)  COMP
 LV0177  MODELED GRAV-     980,233.8   (mgal)                       NAVD 88
 LV0177
 LV0177  VERT ORDER  -  FIRST     CLASS II
 LV0177
 LV0177.The horizontal coordinates were scaled from a topographic map and have
 LV0177.an estimated accuracy of +/- 6 seconds.
 LV0177.
 LV0177.The orthometric height was determined by differential leveling and
 LV0177.adjusted in June 1991.
 LV0177
 LV0177.WARNING-Repeat measurements at this control monument indicate possible
 LV0177.vertical movement.
 LV0177
 LV0177.The geoid height was determined by GEOID09.
 LV0177
 LV0177.The dynamic height is computed by dividing the NAVD 88
 LV0177.geopotential number by the normal gravity value computed on the
 LV0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0177.degrees latitude (g = 980.6199 gals.).
 LV0177
 LV0177.The modeled gravity was interpolated from observed gravity values.
 LV0177
 LV0177;                    North         East    Units  Estimated Accuracy
 LV0177;SPC CA 1     -   715,400.    1,825,080.      MT  (+/- 180 meters Scaled)
 LV0177
 LV0177                          SUPERSEDED SURVEY CONTROL
 LV0177
 LV0177  NGVD 29 (??/??/??)   48.882  (m)          160.37   (f) ADJUSTED    1 2
 LV0177
 LV0177.Superseded values are not recommended for survey control.
 LV0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0177.See file dsdata.txt to determine how the superseded data were derived.
 LV0177
 LV0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL088675(NAD 83)
 LV0177
 LV0177_MARKER: DB = BENCH MARK DISK
 LV0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0177_SP_SET: CULVERT
 LV0177_STAMPING: L 74 1931 159.885
 LV0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0177
 LV0177  HISTORY     - Date     Condition        Report By
 LV0177  HISTORY     - 1931     MONUMENTED       CGS
 LV0177  HISTORY     - 1967     GOOD             CGS
 LV0177  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0177
 LV0177                          STATION DESCRIPTION
 LV0177
 LV0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0177'4.6 MI S FROM ORICK.
 LV0177'4.35 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0177'ORICK, THENCE 0.3 MILE NORTH ALONG FORMER U.S. HIGHWAY 101, IN
 LV0177'THE TOP AND 1.5 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 LV0177'NORTHEAST CONCRETE HEAD WALL OF A 12-INCH PIPE CULVERT, 18 FEET
 LV0177'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 1/2
 LV0177'FEET LOWER THAN THE HIGHWAY.
 LV0177
 LV0177                          STATION RECOVERY (1988)
 LV0177
 LV0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0177'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0897 ***********************************************************************
 KT0897  DESIGNATION -  LAYTONVILLE RESET
 KT0897  PID         -  KT0897
 KT0897  STATE/COUNTY-  CA/MENDOCINO
 KT0897  USGS QUAD   -  LAYTONVILLE (1994)
 KT0897
 KT0897                         *CURRENT SURVEY CONTROL
 KT0897  ___________________________________________________________________
 KT0897* NAD 83(1992)-  39 41 19.27721(N)    123 28 54.33489(W)     ADJUSTED  
 KT0897* NAVD 88     -       538.69   (+/-2cm)    1767.4    (feet)  VERTCON   
 KT0897  ___________________________________________________________________
 KT0897  EPOCH DATE  -        1991.35
 KT0897  LAPLACE CORR-           4.08  (seconds)                    DEFLEC09
 KT0897  GEOID HEIGHT-         -29.53  (meters)                     GEOID09
 KT0897  HORZ ORDER  -  THIRD
 KT0897  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0897
 KT0897.The horizontal coordinates were established by classical geodetic methods
 KT0897.and adjusted by the National Geodetic Survey in March 1994.
 KT0897.
 KT0897.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0897
 KT0897.The vertical order pertains to the NGVD 29 superseded value.
 KT0897
 KT0897.The Laplace correction was computed from DEFLEC09 derived deflections.
 KT0897
 KT0897.The geoid height was determined by GEOID09.
 KT0897
 KT0897;                    North         East     Units Scale Factor Converg.
 KT0897;SPC CA 2     -   725,497.498 1,872,903.511   MT  0.99997017   -0 56 03.1
 KT0897;SPC CA 2     - 2,380,236.37  6,144,684.27   sFT  0.99997017   -0 56 03.1
 KT0897;UTM  10      - 4,393,316.484   458,690.909   MT  0.99962101   -0 18 27.6
 KT0897
 KT0897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KT0897!SPC CA 2     -   0.99992013  x   0.99997017  =   0.99989030
 KT0897!UTM  10      -   0.99992013  x   0.99962101  =   0.99954117
 KT0897
 KT0897:                Primary Azimuth Mark                     Grid Az
 KT0897:SPC CA 2     -  LAYTONVILLE AZ MK                        341 54 25.7
 KT0897:UTM  10      -  LAYTONVILLE AZ MK                        341 16 50.2
 KT0897
 KT0897|---------------------------------------------------------------------|
 KT0897| PID    Reference Object                     Distance      Geod. Az  |
 KT0897|                                                           dddmmss.s |
 KT0897| KT0899 LAYTONVILLE RM 1                      4.935 METERS 04829     |
 KT0897| KT1986 LAYTONVILLE WATER TANK 1942           8.810 METERS 08108     |
 KT0897| KT0898 LAYTONVILLE RM 2                      4.363 METERS 16318     |
 KT0897| DB5332 LAYTONVILLE AZ MK                                  3405822.6 |
 KT0897|---------------------------------------------------------------------|
 KT0897
 KT0897                          SUPERSEDED SURVEY CONTROL
 KT0897
 KT0897  NAD 83(1986)-  39 41 19.26397(N)    123 28 54.32904(W) AD(1984.00) 3
 KT0897  NAD 27      -  39 41 19.70400(N)    123 28 50.25400(W) AD(       ) 3
 KT0897  NGVD 29 (??/??/92)  537.754  (m)         1764.28   (f) ADJ UNCH    1 2
 KT0897
 KT0897.Superseded values are not recommended for survey control.
 KT0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0897.See file dsdata.txt to determine how the superseded data were derived.
 KT0897
 KT0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ5869093316(NAD 83)
 KT0897
 KT0897_MARKER: DS = TRIANGULATION STATION DISK
 KT0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT0897_STAMPING: LAYTONVILLE 1942 1964
 KT0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0897+STABILITY: SURFACE MOTION
 KT0897
 KT0897  HISTORY     - Date     Condition        Report By
 KT0897  HISTORY     - 1964     MONUMENTED       CGS
 KT0897  HISTORY     - 1967     GOOD             CGS
 KT0897  HISTORY     - 1967     GOOD             CGS
 KT0897  HISTORY     - 1972     GOOD             CADT
 KT0897  HISTORY     - 1972     GOOD
 KT0897
 KT0897                          STATION DESCRIPTION
 KT0897
 KT0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (EHS)
 KT0897'THE TOP OF THE CAST IRON PIPE WITH THE STATION MARK DISK
 KT0897'WAS MISSING BUT THE LOWER PART OF THE PIPE WAS FOUND BROKEN
 KT0897'OFF CLEANLY ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND
 KT0897'AND IMBEDDED SOLIDLY IN A BLOCK OF CONCRETE.  THE POINT WAS
 KT0897'HELD, THE PIPE WAS REMOVED, AND A NEW UNDERGROUND STATION
 KT0897'MARK AND A NEW SURFACE STATION MARK WERE SET IN THE SAME
 KT0897'EXACT POSITION.  REFERENCE MARKS NUMBER 1 AND 2 WERE RECOVERED
 KT0897'IN GOOD CONDITION.  A SEARCH WAS MADE FOR THE AZIMUTH MARK
 KT0897'BUT IT WAS NOT FOUND AND HAS EITHER BEEN COVERED OR
 KT0897'DESTROYED.  THE 1942 DESCRIPTION IS ADEQUATE WITH THE
 KT0897'FOLLOWING ADDITIONS--
 KT0897'
 KT0897'THE UNDERGROUND STATION MARK IS A COAST AND GEODETIC SURVEY
 KT0897'TRIANGULATION STATION DISK STAMPED LAYTONVILLE 1942 1964
 KT0897'SET IN THE TOP OF A BLOCK OF CONCRETE ABOUT 3 FEET BELOW THE
 KT0897'SURFACE OF THE GROUND.
 KT0897'
 KT0897'THE SURFACE STATION MARK IS A COAST AND GEODETIC SURVEY
 KT0897'TRIANGULATION STATION DISK STAMPED LAYTONVILLE 1942 1964 SET
 KT0897'IN THE TOP OF A 10-INCH CONCRETE CYLINDER PROJECTING 2 INCHES
 KT0897'ABOVE THE GROUND, ABOUT 100 FEET WEST OF A ROAD TURN-AROUND,
 KT0897'24.0 FEET WEST OF AN OLD, RUSTY, 4-INCH PIPE PROJECTING 2
 KT0897'FEET ABOVE THE GROUND IN A SLIGHT DEPRESSION ON THE TOP OF
 KT0897'A KNOLL WHERE AN OLD WOODEN TANK WAS ONCE LOCATED, AND 1.3
 KT0897'FEET SOUTHEAST OF A WOODEN WITNESS POST.
 KT0897'
 KT0897'TO REACH THE STATION FROM THE POST OFFICE AT LAYTONVILLE GO
 KT0897'NORTHEAST ON A PAVED ROAD AS PER SIGN DOS RIOS 12 FOR 0.3
 KT0897'MILE TO A CATTLE GUARD AND A SIDE ROAD ON THE LEFT.  CROSS THE
 KT0897'CATTLE GUARD, TURN LEFT, AND GO SOUTHWEST ON A TRACK ROAD
 KT0897'0.1 MILE TO THE END OF THE ROAD AT A TURN-AROUND AND THE
 KT0897'STATION.
 KT0897
 KT0897                          STATION RECOVERY (1967)
 KT0897
 KT0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 KT0897'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 KT0897'CONDITION AND LEVELED OVER.
 KT0897'
 KT0897'TO REACH FROM THE POST OFFICE AT LAYTONVILLE, GO 0.1 MILE
 KT0897'NORTH ALONG U.S. HIGHWAY 101, THENCE 0.1 MILE EAST UPHILL
 KT0897'ALONG A TRAIL.
 KT0897'
 KT0897'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 KT0897'LAYTONVILLE 1942 1964.  ON THE TOP OF A SMALL KNOLL, ABOUT
 KT0897'12 FEET WEST OF A BUSHY MADRONA TREE, 1.5 FEET EAST OF A WITNESS
 KT0897'POST, IN A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KT0897'
 KT0897'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED LAYTONVILLE
 KT0897'NO 1 1942.  16.4 FEET NORTHEAST OF THE STATION, ABOUT 10
 KT0897'FEET NORTH OF A MADRONA TREE, WELDED ON THE TOP OF AN IRON
 KT0897'PIPE PROJECTING 0.4 FOOT.
 KT0897'
 KT0897'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED LAYTONVILLE
 KT0897'NO 2 1942.  14.3 FEET SOUTHEAST OF THE STATION, ABOUT 10
 KT0897'FEET SOUTH OF A MADRONA TREE, WELDED ON THE TOP OF AN IRON
 KT0897'PIPE PROJECTING 0.3 FOOT.
 KT0897'
 KT0897'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT LAYTONVILLE
 KT0897
 KT0897                          STATION RECOVERY (1967)
 KT0897
 KT0897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KT0897'0.2 MI NE FROM LAYTONVILLE.
 KT0897'0.1 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT0897'LAYTONVILLE, THENCE 0.1 MILE EAST UPHILL ALONG A TRAIL, ON THE
 KT0897'TOP OF A SMALL KNOLL, 47 FEET EAST OF A TELEVISION POLE, ABOUT
 KT0897'12 FEET WEST OF A BUSHY MADRONA TREE, 16.4 FEET SOUTHWEST OF
 KT0897'R.M. 1, 14.3 FEET NORTHEAST OF R.M. 2, 1.5 FEET EAST OF A
 KT0897'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 KT0897'0.4 FOOT ABOVE THE GROUND.
 KT0897
 KT0897                          STATION RECOVERY (1972)
 KT0897
 KT0897'RECOVERY NOTE BY CALTRANS 1972 (JRM)
 KT0897'FOUND THE STATION SURFACE MARKER AND R.M. NO. 1 AND R.M. NO. 2
 KT0897'IN GOOD CONDITION.
 KT0897'
 KT0897'THE DOS RIOS RD IS UNDERGOING IMPROVEMENT THAT WILL ELIMINATE
 KT0897'THE TURNOUT MENTIONED IN THE USC AND GS DESCRIPTION.  THE STATION IS
 KT0897'APPROX. 300 FEET NLY OF THE DOS RIOS RD. AT A POINT 0.24 MI. FROM
 KT0897'HWY. 101 IN LAYTONVILLE.
 KT0897
 KT0897                          STATION RECOVERY (1972)
 KT0897
 KT0897'RECOVERED 1972
 KT0897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0899 ***********************************************************************
 KT0899  DESIGNATION -  LAYTONVILLE RM 1
 KT0899  PID         -  KT0899
 KT0899  STATE/COUNTY-  CA/MENDOCINO
 KT0899  USGS QUAD   -  LAYTONVILLE (1994)
 KT0899
 KT0899                         *CURRENT SURVEY CONTROL
 KT0899  ___________________________________________________________________
 KT0899* NAD 83(1986)-  39 41 19.     (N)    123 28 54.     (W)     SCALED    
 KT0899* NAVD 88     -       539.37   (+/-2cm)    1769.6    (feet)  VERTCON   
 KT0899  ___________________________________________________________________
 KT0899  GEOID HEIGHT-         -29.53  (meters)                     GEOID09
 KT0899  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0899
 KT0899.The horizontal coordinates were scaled from a topographic map and have
 KT0899.an estimated accuracy of +/- 6 seconds.
 KT0899.
 KT0899.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0899
 KT0899.The vertical order pertains to the NGVD 29 superseded value.
 KT0899
 KT0899.The geoid height was determined by GEOID09.
 KT0899
 KT0899;                    North         East    Units  Estimated Accuracy
 KT0899;SPC CA 2     -   725,490.    1,872,910.      MT  (+/- 180 meters Scaled)
 KT0899
 KT0899                          SUPERSEDED SURVEY CONTROL
 KT0899
 KT0899  NGVD 29 (??/??/92)  538.430  (m)         1766.50   (f) ADJ UNCH    1 2
 KT0899
 KT0899.Superseded values are not recommended for survey control.
 KT0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0899.See file dsdata.txt to determine how the superseded data were derived.
 KT0899
 KT0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ586933(NAD 83)
 KT0899
 KT0899_MARKER: DR = REFERENCE MARK DISK
 KT0899_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0899_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0899_STAMPING: LAYTONVILLE NO 1 1942
 KT0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0899
 KT0899  HISTORY     - Date     Condition        Report By
 KT0899  HISTORY     - 1942     MONUMENTED       CGS
 KT0899  HISTORY     - 1967     GOOD             CGS
 KT0899  HISTORY     - 1972     GOOD
 KT0899
 KT0899                          STATION DESCRIPTION
 KT0899
 KT0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0899'0.2 MI NE FROM LAYTONVILLE.
 KT0899'0.1 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT0899'LAYTONVILLE, THENCE 0.1 MILE EAST UPHILL ALONG A TRAIL, ON THE
 KT0899'TOP OF A SMALL KNOLL, 16.4 FEET NORTHEAST OF THE STATION, ABOUT
 KT0899'10 FEET NORTH OF A BUSHY MADRONA TREE, AND WELDED ON THE TOP OF
 KT0899'AN IRON PIPE PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 KT0899
 KT0899                          STATION RECOVERY (1972)
 KT0899
 KT0899'RECOVERED 1972
 KT0899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0898 ***********************************************************************
 KT0898  DESIGNATION -  LAYTONVILLE RM 2
 KT0898  PID         -  KT0898
 KT0898  STATE/COUNTY-  CA/MENDOCINO
 KT0898  USGS QUAD   -  LAYTONVILLE (1994)
 KT0898
 KT0898                         *CURRENT SURVEY CONTROL
 KT0898  ___________________________________________________________________
 KT0898* NAD 83(1986)-  39 41 20.     (N)    123 28 54.     (W)     SCALED    
 KT0898* NAVD 88     -       538.52   (+/-2cm)    1766.8    (feet)  VERTCON   
 KT0898  ___________________________________________________________________
 KT0898  GEOID HEIGHT-         -29.53  (meters)                     GEOID09
 KT0898  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0898
 KT0898.The horizontal coordinates were scaled from a topographic map and have
 KT0898.an estimated accuracy of +/- 6 seconds.
 KT0898.
 KT0898.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0898
 KT0898.The vertical order pertains to the NGVD 29 superseded value.
 KT0898
 KT0898.The geoid height was determined by GEOID09.
 KT0898
 KT0898;                    North         East    Units  Estimated Accuracy
 KT0898;SPC CA 2     -   725,520.    1,872,910.      MT  (+/- 180 meters Scaled)
 KT0898
 KT0898                          SUPERSEDED SURVEY CONTROL
 KT0898
 KT0898  NGVD 29 (??/??/92)  537.581  (m)         1763.71   (f) ADJ UNCH    1 2
 KT0898
 KT0898.Superseded values are not recommended for survey control.
 KT0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0898.See file dsdata.txt to determine how the superseded data were derived.
 KT0898
 KT0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ586933(NAD 83)
 KT0898
 KT0898_MARKER: DR = REFERENCE MARK DISK
 KT0898_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 KT0898_SP_SET: METAL PIPE DRIVEN INTO GROUND
 KT0898_STAMPING: LAYTONVILLE NO 2 1942
 KT0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0898
 KT0898  HISTORY     - Date     Condition        Report By
 KT0898  HISTORY     - 1942     MONUMENTED       CGS
 KT0898  HISTORY     - 1967     GOOD             CGS
 KT0898  HISTORY     - 1972     GOOD
 KT0898
 KT0898                          STATION DESCRIPTION
 KT0898
 KT0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0898'0.2 MI NE FROM LAYTONVILLE.
 KT0898'0.1 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT0898'LAYTONVILLE, THENCE 0.1 MILE EAST UPHILL ALONG A TRAIL, ON
 KT0898'THE TOP OF A SMALL KNOLL, 14.3 FEET SOUTHEAST OF THE STATION,
 KT0898'ABOUT 10 FEET SOUTH OF A BUSHY MADRONA TREE, ABOUT LEVEL WITH
 KT0898'THE STATION, AND WELDED ON THE TOP OF A 2-INCH IRON PIPE
 KT0898'PROJECTING 0.3 FOOT ABOVE THE GROUND.
 KT0898
 KT0898                          STATION RECOVERY (1972)
 KT0898
 KT0898'RECOVERED 1972
 KT0898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1490 ***********************************************************************
 KT1490  DESIGNATION -  LEGGETT
 KT1490  PID         -  KT1490
 KT1490  STATE/COUNTY-  CA/MENDOCINO
 KT1490  USGS QUAD   -  LEGGETT (1994)
 KT1490
 KT1490                         *CURRENT SURVEY CONTROL
 KT1490  ___________________________________________________________________
 KT1490* NAD 83(1992)-  39 50 59.66545(N)    123 42 32.83184(W)     ADJUSTED  
 KT1490* NAVD 88     -       351.36   (+/-2cm)    1152.8    (feet)  VERTCON   
 KT1490  ___________________________________________________________________
 KT1490  EPOCH DATE  -        1991.35
 KT1490  LAPLACE CORR-           7.76  (seconds)                    DEFLEC09
 KT1490  GEOID HEIGHT-         -30.04  (meters)                     GEOID09
 KT1490  HORZ ORDER  -  THIRD
 KT1490  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1490
 KT1490.The horizontal coordinates were established by classical geodetic methods
 KT1490.and adjusted by the National Geodetic Survey in March 1994.
 KT1490.
 KT1490.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1490
 KT1490.The vertical order pertains to the NGVD 29 superseded value.
 KT1490
 KT1490.The Laplace correction was computed from DEFLEC09 derived deflections.
 KT1490
 KT1490.The geoid height was determined by GEOID09.
 KT1490
 KT1490;                    North         East     Units Scale Factor Converg.
 KT1490;SPC CA 2     -   743,736.625 1,853,740.673   MT  1.00000383   -1 04 39.2
 KT1490;SPC CA 2     - 2,440,075.91  6,081,814.19   sFT  1.00000383   -1 04 39.2
 KT1490;SPC CA 1     -   558,787.549 1,853,735.863   MT  1.00004117   -1 07 03.2
 KT1490;SPC CA 1     - 1,833,288.82  6,081,798.41   sFT  1.00004117   -1 07 03.2
 KT1490;UTM  10      - 4,411,339.140   439,337.133   MT  0.99964530   -0 27 15.8
 KT1490
 KT1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KT1490!SPC CA 2     -   0.99994959  x   1.00000383  =   0.99995342
 KT1490!SPC CA 1     -   0.99994959  x   1.00004117  =   0.99999076
 KT1490!UTM  10      -   0.99994959  x   0.99964530  =   0.99959491
 KT1490
 KT1490:                Primary Azimuth Mark                     Grid Az
 KT1490:SPC CA 2     -  LEGGETT AZ MK 2                          132 04 38.7
 KT1490:SPC CA 1     -  LEGGETT AZ MK 2                          132 07 02.7
 KT1490:UTM  10      -  LEGGETT AZ MK 2                          131 27 15.3
 KT1490
 KT1490|---------------------------------------------------------------------|
 KT1490| PID    Reference Object                     Distance      Geod. Az  |
 KT1490|                                                           dddmmss.s |
 KT1490| DB5339 LEGGETT AZ MK 2                                    1305959.5 |
 KT1490| KT1489 LEGGETT RM 1                          6.385 METERS 18208     |
 KT1490| KT1492 LEGGETT AZ MK                                      2694138.8 |
 KT1490| KT1491 LEGGETT RM 2                          5.869 METERS 32334     |
 KT1490|---------------------------------------------------------------------|
 KT1490
 KT1490                          SUPERSEDED SURVEY CONTROL
 KT1490
 KT1490  NAD 83(1986)-  39 50 59.64570(N)    123 42 32.79870(W) AD(1984.00) 3
 KT1490  NAD 27      -  39 51 00.09900(N)    123 42 28.72900(W) AD(       ) 3
 KT1490  NGVD 29 (??/??/92)  350.445  (m)         1149.75   (f) ADJ UNCH    1 2
 KT1490
 KT1490.Superseded values are not recommended for survey control.
 KT1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1490.See file dsdata.txt to determine how the superseded data were derived.
 KT1490
 KT1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK3933711339(NAD 83)
 KT1490
 KT1490_MARKER: DS = TRIANGULATION STATION DISK
 KT1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1490_STAMPING: LEGGETT 1942
 KT1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1490+STABILITY: SURFACE MOTION
 KT1490
 KT1490  HISTORY     - Date     Condition        Report By
 KT1490  HISTORY     - 1942     MONUMENTED       CGS
 KT1490  HISTORY     - 1964     SEE DESCRIPTION  CGS
 KT1490  HISTORY     - 1967     SEE DESCRIPTION  CGS
 KT1490  HISTORY     - 1967     GOOD             CGS
 KT1490  HISTORY     - 1969     SEE DESCRIPTION  CGS
 KT1490  HISTORY     - 1972     SEE DESCRIPTION  USGS
 KT1490
 KT1490                          STATION DESCRIPTION
 KT1490
 KT1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 KT1490'THE STATION IS LOCATED ON A LOW ROUND KNOLL ON THE UNDERWOOD
 KT1490'RANCH, 0.1 MILE N OF U.S. HIGHWAY 101 AND 18 MILES, AIR LINE,
 KT1490'SSE OF GARBERVILLE AND 17 MILES NW OF LAYTONVILLE.
 KT1490'
 KT1490'THE STATION MARK IS ON THE HIGHEST POINT OF THE KNOLL AND IS
 KT1490'A BRONZE DISK CEMENTED IN THE TOP OF A CONCRETE POST WHICH
 KT1490'PROJECTS 4 INCHES.  IT IS STAMPED LEGGETT 1942.
 KT1490'
 KT1490'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED
 KT1490'IN NOTE 7A.
 KT1490'
 KT1490'REFERENCE MARK NO. 1 IS S AND 10 INCHES LOWER THAN THE STATION
 KT1490'MARK.  IT IS A BRONZE DISK CEMENTED IN THE TOP OF A CONCRETE
 KT1490'POST WHICH PROJECTS 4 INCHES AND IS STAMPED LEGGETT NO. 1 1942.
 KT1490'
 KT1490'REFERENCE MARK NO. 2 IS NW BY N AND 15 INCHES LOWER THAN THE
 KT1490'STATION MARK.  IT CONSISTS OF A BRONZE DISK CEMENTED IN THE TOP OF
 KT1490'A CONCRETE POST WHICH PROJECTS 5 INCHES AND IS STAMPED LEGGETT
 KT1490'NO. 2 1942.
 KT1490'
 KT1490'THE AZIMUTH MARK IS W 1/4 MILE AND 15 FEET N OF U.S. HIGHWAY
 KT1490'101.  IT IS A BRONZE DISK CEMENTED IN THE TOP OF A CONCRETE
 KT1490'POST WHICH PROJECTS 4 INCHES AND IS STAMPED LEGGETT 1942.
 KT1490'THE MARK IS 3 FEET S OF AN OLD FENCE LINE.
 KT1490'
 KT1490'TO REACH THE STATION FROM THE POST OFFICE IN GARBERVILLE
 KT1490'GO S ON U.S. HIGHWAY 101 FOR 26.3 MILES TO THE UNDERWOOD PARK
 KT1490'ON THE RIGHT (A TOURIST CAMP AND RESORT).  CONTINUE ON THE
 KT1490'HIGHWAY 1.2 MILES TO A ROAD LEADING TO THE LEFT TO THE UNDERWOOD
 KT1490'RANCH.  TURN LEFT, N, AND GO 150 YARDS, THENCE TURN SHARP LEFT
 KT1490'AND GO SW ABOUT 100 YARDS TO THE TOP OF A SMALL KNOLL AND THE
 KT1490'STATION.  A DRIVE STATION.
 KT1490'
 KT1490'A 4-FOOT STAND WAS USED FOR OBSERVATIONS.
 KT1490
 KT1490                          STATION RECOVERY (1964)
 KT1490
 KT1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EHS)
 KT1490'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NUMBER 1
 KT1490'AND 2 WERE RECOVERED IN GOOD CONDITION AND THE 1942 DESCRIPTION
 KT1490'IS ADEQUATE WITH THE FOLLOWING ADDITIONS--
 KT1490'
 KT1490'THE STATION MARK IS ON THE TOP OF A LOW, TIMBERED KNOLL ON
 KT1490'LAND OWNED BY THE UNION LUMBER COMPANY, ABOUT 100 YARDS NORTH
 KT1490'OF U.S. HIGHWAY 101 AT ITS INTERSECTION WITH A ROAD LEADING
 KT1490'SOUTH TO THE CEDAR CREEK STATE FISH HATCHERY, AND 100 YARDS
 KT1490'NORTHWEST OF A MOBIL GAS STATION.
 KT1490'
 KT1490'THE AZIMUTH MARK IS 46.2 FEET NORTH OF THE CENTERLINE OF THE
 KT1490'HIGHWAY AND 3.0 FEET SOUTHEAST OF A WITNESS SIGN ON A T-FENCE
 KT1490'CORNER POST.
 KT1490'
 KT1490'TO REACH THE STATION FROM THE POST OFFICE IN LEGGETT GO SOUTH
 KT1490'AND EAST ON U.S. HIGHWAY 101 FOR 1.5 MILES TO A WITNESS SIGN
 KT1490'AND THE AZIMUTH MARK ON THE LEFT.  CONTINUE EAST ON THE HIGHWAY
 KT1490'0.25 MILE TO A KNOLL AND THE STATION ON THE LEFT.
 KT1490
 KT1490                          STATION RECOVERY (1967)
 KT1490
 KT1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS)
 KT1490'THE STATION, REFERENCE MARKS 1, 2 AND THE AZIMUTH WERE
 KT1490'RECOVERED IN GOOD CONDITION AND LEVELED OVER.
 KT1490'
 KT1490'TO REACH FROM THE POST OFFICE AT LEGGET, GO 1.75 MILES SOUTH
 KT1490'ALONG U.S. HIGHWAY 101, THENCE 0.1 MILE NORTHWEST ACROSS
 KT1490'COUNTRY.
 KT1490'
 KT1490'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 KT1490'LEGGETT 1942.  0.35 MILE NORTHWEST OF THE NORTHWEST END OF
 KT1490'A BRIDGE OVER CEDAR CREEK, ON A LOW TIMBERED KNOLL, ABOUT 100
 KT1490'YARDS NORTH OF THE CENTER LINE OF THE HIGHWAY, IN A CONCRETE
 KT1490'POST PROJECTING 0.5 FOOT.
 KT1490'
 KT1490'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED LEGGETT NO
 KT1490'1 1942.  21 FEET SOUTH-SOUTHWEST OF THE STATION, IN A CONCRETE
 KT1490'POST.
 KT1490'
 KT1490'R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED LEGGETT
 KT1490'NO 2 1942.  18 FEET NORTH-NORTHWEST OF THE STATION, IN A CONCRETE
 KT1490'POST.
 KT1490'
 KT1490'THE AZIMUTH IS AN AZIMUTH MATK DISK, STAMPED LEGGETT 1942.
 KT1490'ABOUT 0.3 MILE NORTH OF THE STATION, 43 FEET NORTH OF THE
 KT1490'CENTER LINE OF THE CENTER LINE OF THE HIGHWAY, 90 FEET NORTH
 KT1490'AND ACROSS THE HIGHWAY FROM THE THIRD POWER POLE SOUTHEAST OF
 KT1490'A STORE AND SERVICE STATION, 92 FEET WEST OF THE WEST ONE OF
 KT1490'9 FIR TREES WHICH IS ON THE NORTH SIDE OF THE HIGHWAY, 2.5 FEET
 KT1490'EAST OF WITNESS POST, IN A CONCRETE POST.
 KT1490'
 KT1490'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2 MILES
 KT1490'SOUTH OF LEGGETT
 KT1490
 KT1490                          STATION RECOVERY (1967)
 KT1490
 KT1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KT1490'1.8 MI S FROM LEGGETT.
 KT1490'1.75 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1490'LEGGETT, THENCE 0.1 MILE NORTHWEST ACROSS COUNTRY, ABOUT 0.35
 KT1490'MILE NORTHWEST OF THE NORTHWEST END OF BRIDGE OVER CEDAR CREEK,
 KT1490'ABOUT 0.1 MILE NORTHWEST OF BENCH MARK T 102, ON A LOW TIMBERED
 KT1490'KNOLL, ON LAND OWNED BY THE UNION LUMBER COMPANY, 18 FEET
 KT1490'SOUTH-SOUTHEAST OF R.M. 1, 21 FEET NORTH-NORTHEAST OF R.M. 2,
 KT1490'ABOUT 100 YARDS NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT
 KT1490'30 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KT1490'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 KT1490
 KT1490                          STATION RECOVERY (1969)
 KT1490
 KT1490'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LS)
 KT1490'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 KT1490'GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND TO HAVE BEEN EITHER
 KT1490'DESTROYED OR COVERED DURING ROAD CONSTRUCTION SO A NEW AZIMUTH
 KT1490'MARK WAS SET ON THIS DATE.  THE PREVIOUS DESCRIPTIONS ARE
 KT1490'ADEQUATE WITH THE FOLLOWING ADDITIONS--
 KT1490'
 KT1490'THE AZIMUTH MARK SET ON THIS DATE IS A COAST AND GEODETIC
 KT1490'SURVEY AZIMUTH MARK DISK STAMPED LEGGETT 1942 1969 CEMENTED
 KT1490'IN A DRILL HOLE IN THE TOP OF THE NORTHEAST CONCRETE WING WALL
 KT1490'OF THE SCANDIA ROAD OVERCROSSING (OVER U.S. HIGHWAY 101) AND
 KT1490'IS 106 FEET NORTHEAST OF THE CENTER OF THE OVERCROSSING, 18
 KT1490'FEET SOUTHEAST OF THE CENTERLINE OF SCANDIA ROAD, 3.5 FEET
 KT1490'SOUTHWEST OF THE NORTHEAST END OF THE WING WALL, AND 1.3 FEET
 KT1490'ABOVE THE ROAD.  TO REACH THE AZIMUTH MARK FROM THE STATION
 KT1490'GO SOUTH 0.05 MILE TO THE NORTH FRONTAGE ROAD OF U.S. HIGHWAY
 KT1490'101 THENCE EAST 0.15 MILE ON THE FRONTAGE ROAD TO THE
 KT1490'SCANDIA ROAD OVERCROSSING AND THE AZIMUTH MARK ON THE RIGHT.
 KT1490'
 KT1490'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 1-1/2
 KT1490'MILES SOUTHEAST OF LEGGETT
 KT1490
 KT1490                          STATION RECOVERY (1972)
 KT1490
 KT1490'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (PHJ)
 KT1490'LEGGETT POST OFFICE, 1.7 MI. S. AND SE. OF ALONG OLD U.S.
 KT1490'HWY. 101 (DRIVE THRU TREE HWY.) TO SIDE RD. NW. AT NE SIDE
 KT1490'OF SOUTH LEGGETT INTERCHANGE.  THENCE 0.1 MI. NW AND W. TO
 KT1490'BEND IN RD. AT BOTTOM OF SMALL TIMBERED HILL.  CONTINUE TO
 KT1490'TOP OF HILL AND STATION.
 KT1490'
 KT1490'NOTE--THIS DESCRIPTION WILL ALSO SERVE FOR LEGGETT R.M. 1 AND
 KT1490'R.M. 2.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1492 ***********************************************************************
 KT1492  DESIGNATION -  LEGGETT AZ MK
 KT1492  PID         -  KT1492
 KT1492  STATE/COUNTY-  CA/MENDOCINO
 KT1492  USGS QUAD   -  LEGGETT (1994)
 KT1492
 KT1492                         *CURRENT SURVEY CONTROL
 KT1492  ___________________________________________________________________
 KT1492* NAD 83(1986)-  39 50 59.     (N)    123 42 52.     (W)     SCALED    
 KT1492* NAVD 88     -       354.77   (+/-2cm)    1163.9    (feet)  VERTCON   
 KT1492  ___________________________________________________________________
 KT1492  GEOID HEIGHT-         -30.06  (meters)                     GEOID09
 KT1492  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1492
 KT1492.The horizontal coordinates were scaled from a topographic map and have
 KT1492.an estimated accuracy of +/- 6 seconds.
 KT1492.
 KT1492.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1492
 KT1492.The vertical order pertains to the NGVD 29 superseded value.
 KT1492
 KT1492.The geoid height was determined by GEOID09.
 KT1492
 KT1492;                    North         East    Units  Estimated Accuracy
 KT1492;SPC CA 2     -   743,730.    1,853,290.      MT  (+/- 180 meters Scaled)
 KT1492
 KT1492                          SUPERSEDED SURVEY CONTROL
 KT1492
 KT1492  NGVD 29 (??/??/92)  353.851  (m)         1160.93   (f) ADJ UNCH    1 2
 KT1492
 KT1492.Superseded values are not recommended for survey control.
 KT1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1492.See file dsdata.txt to determine how the superseded data were derived.
 KT1492
 KT1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK388113(NAD 83)
 KT1492
 KT1492_MARKER: DZ = AZIMUTH MARK DISK
 KT1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1492_STAMPING: LEGGETT 1942
 KT1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1492+STABILITY: SURFACE MOTION
 KT1492
 KT1492  HISTORY     - Date     Condition        Report By
 KT1492  HISTORY     - 1942     MONUMENTED       CGS
 KT1492  HISTORY     - 1967     GOOD             CGS
 KT1492
 KT1492                          STATION DESCRIPTION
 KT1492
 KT1492'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1492'1.4 MI S FROM LEGGETT.
 KT1492'1.45 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1492'LEGGETT, 43 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 92 FEET
 KT1492'WEST OF THE WEST ONE OF 9 FIR TREES WHICH IS ON THE NORTH SIDE
 KT1492'OF THE HIGHWAY, 90 FEET NORTH AND ACROSS THE HIGHWAY FROM THE
 KT1492'THIRD POWER POLE SOUTHEAST OF A STORE AND SERVICE STATION, 2.5
 KT1492'FEET EAST OF A T JUNCTION FENCE POST BEARING A WITNESS POST
 KT1492'SIGN, ABOUT 8 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP
 KT1492'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1489 ***********************************************************************
 KT1489  DESIGNATION -  LEGGETT RM 1
 KT1489  PID         -  KT1489
 KT1489  STATE/COUNTY-  CA/MENDOCINO
 KT1489  USGS QUAD   -  LEGGETT (1994)
 KT1489
 KT1489                         *CURRENT SURVEY CONTROL
 KT1489  ___________________________________________________________________
 KT1489* NAD 83(1986)-  39 50 59.     (N)    123 42 32.     (W)     SCALED    
 KT1489* NAVD 88     -       351.01   (+/-2cm)    1151.6    (feet)  VERTCON   
 KT1489  ___________________________________________________________________
 KT1489  GEOID HEIGHT-         -30.04  (meters)                     GEOID09
 KT1489  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1489
 KT1489.The horizontal coordinates were scaled from a topographic map and have
 KT1489.an estimated accuracy of +/- 6 seconds.
 KT1489.
 KT1489.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1489
 KT1489.The vertical order pertains to the NGVD 29 superseded value.
 KT1489
 KT1489.The geoid height was determined by GEOID09.
 KT1489
 KT1489;                    North         East    Units  Estimated Accuracy
 KT1489;SPC CA 2     -   743,720.    1,853,760.      MT  (+/- 180 meters Scaled)
 KT1489
 KT1489                          SUPERSEDED SURVEY CONTROL
 KT1489
 KT1489  NGVD 29 (??/??/92)  350.098  (m)         1148.61   (f) ADJ UNCH    1 2
 KT1489
 KT1489.Superseded values are not recommended for survey control.
 KT1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1489.See file dsdata.txt to determine how the superseded data were derived.
 KT1489
 KT1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK393113(NAD 83)
 KT1489
 KT1489_MARKER: DR = REFERENCE MARK DISK
 KT1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1489_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1489_STAMPING: LEGGETT NO 1 1942
 KT1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1489+STABILITY: SURFACE MOTION
 KT1489
 KT1489  HISTORY     - Date     Condition        Report By
 KT1489  HISTORY     - 1942     MONUMENTED       CGS
 KT1489  HISTORY     - 1967     GOOD             CGS
 KT1489
 KT1489                          STATION DESCRIPTION
 KT1489
 KT1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1489'1.8 MI S FROM LEGGETT.
 KT1489'1.75 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1489'AT LEGGETT, THENCE 0.1 MILE NORTHWEST ACROSS COUNTRY, ABOUT 0.35
 KT1489'MILE NORTHWEST OF THE NORTHWEST END OF A BRIDGE OVER CEDAR
 KT1489'CREEK, ON A LOW TIMBERED KNOLL, ABOUT 100 YARDS NORTH OF THE
 KT1489'CENTER LINE OF THE HIGHWAY, 21 FEET SOUTH-SOUTHWEST OF THE
 KT1489'STATION, 39 FEET SOUTH OF R.M. 2, ABOUT LEVEL WITH THE STATION,
 KT1489'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 KT1489'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1491 ***********************************************************************
 KT1491  DESIGNATION -  LEGGETT RM 2
 KT1491  PID         -  KT1491
 KT1491  STATE/COUNTY-  CA/MENDOCINO
 KT1491  USGS QUAD   -  LEGGETT (1994)
 KT1491
 KT1491                         *CURRENT SURVEY CONTROL
 KT1491  ___________________________________________________________________
 KT1491* NAD 83(1986)-  39 50 59.     (N)    123 42 32.     (W)     SCALED    
 KT1491* NAVD 88     -       350.97   (+/-2cm)    1151.5    (feet)  VERTCON   
 KT1491  ___________________________________________________________________
 KT1491  GEOID HEIGHT-         -30.04  (meters)                     GEOID09
 KT1491  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1491
 KT1491.The horizontal coordinates were scaled from a topographic map and have
 KT1491.an estimated accuracy of +/- 6 seconds.
 KT1491.
 KT1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1491
 KT1491.The vertical order pertains to the NGVD 29 superseded value.
 KT1491
 KT1491.The geoid height was determined by GEOID09.
 KT1491
 KT1491;                    North         East    Units  Estimated Accuracy
 KT1491;SPC CA 2     -   743,720.    1,853,760.      MT  (+/- 180 meters Scaled)
 KT1491
 KT1491                          SUPERSEDED SURVEY CONTROL
 KT1491
 KT1491  NGVD 29 (??/??/92)  350.051  (m)         1148.46   (f) ADJ UNCH    1 2
 KT1491
 KT1491.Superseded values are not recommended for survey control.
 KT1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1491.See file dsdata.txt to determine how the superseded data were derived.
 KT1491
 KT1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK393113(NAD 83)
 KT1491
 KT1491_MARKER: DR = REFERENCE MARK DISK
 KT1491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1491_STAMPING: LEGGETT NO 2 1942
 KT1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1491+STABILITY: SURFACE MOTION
 KT1491
 KT1491  HISTORY     - Date     Condition        Report By
 KT1491  HISTORY     - 1942     MONUMENTED       CGS
 KT1491  HISTORY     - 1967     GOOD             CGS
 KT1491
 KT1491                          STATION DESCRIPTION
 KT1491
 KT1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1491'1.8 MI S FROM LEGGETT.
 KT1491'1.75 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1491'LEGGETT, THENCE 0.1 MILE NORTHWEST ACROSS COUNTRY, ABOUT 0.35
 KT1491'MILE NORTHWEST OF THE NORTHWEST END OF A BRIDGE OVER CEDAR CREEK,
 KT1491'ON A TIMBERED KNOLL, ABOUT 100 YARDS NORTH OF THE CENTER LINE
 KT1491'OF THE HIGHWAY, 18 FEET NORTH-NORTHWEST OF THE STATION, 39 FEET
 KT1491'NORTH OF R.M. 1, ABOUT 1 1/2 FEET LOWER THAN THE STATION, AND
 KT1491'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 KT1491'GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1507 ***********************************************************************
 KT1507  DESIGNATION -  M 102
 KT1507  PID         -  KT1507
 KT1507  STATE/COUNTY-  CA/MENDOCINO
 KT1507  USGS QUAD   -  PIERCY (1994)
 KT1507
 KT1507                         *CURRENT SURVEY CONTROL
 KT1507  ___________________________________________________________________
 KT1507* NAD 83(1986)-  39 55 10.     (N)    123 45 55.     (W)     SCALED    
 KT1507* NAVD 88     -       265.079  (meters)     869.68   (feet)  ADJUSTED  
 KT1507  ___________________________________________________________________
 KT1507  GEOID HEIGHT-         -30.20  (meters)                     GEOID09
 KT1507  DYNAMIC HT  -         264.933 (meters)     869.20  (feet)  COMP
 KT1507  MODELED GRAV-     980,068.9   (mgal)                       NAVD 88
 KT1507
 KT1507  VERT ORDER  -  FIRST     CLASS II
 KT1507
 KT1507.The horizontal coordinates were scaled from a topographic map and have
 KT1507.an estimated accuracy of +/- 6 seconds.
 KT1507.
 KT1507.The orthometric height was determined by differential leveling and
 KT1507.adjusted in June 1991.
 KT1507
 KT1507.The geoid height was determined by GEOID09.
 KT1507
 KT1507.The dynamic height is computed by dividing the NAVD 88
 KT1507.geopotential number by the normal gravity value computed on the
 KT1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1507.degrees latitude (g = 980.6199 gals.).
 KT1507
 KT1507.The modeled gravity was interpolated from observed gravity values.
 KT1507
 KT1507;                    North         East    Units  Estimated Accuracy
 KT1507;SPC CA 2     -   751,550.    1,849,090.      MT  (+/- 180 meters Scaled)
 KT1507
 KT1507                          SUPERSEDED SURVEY CONTROL
 KT1507
 KT1507  NGVD 29 (12/02/92)  264.163  (m)          866.67   (f) ADJUSTED    1 2
 KT1507
 KT1507.Superseded values are not recommended for survey control.
 KT1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1507.See file dsdata.txt to determine how the superseded data were derived.
 KT1507
 KT1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK345190(NAD 83)
 KT1507
 KT1507_MARKER: DB = BENCH MARK DISK
 KT1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1507_SP_SET: CONCRETE POST
 KT1507_STAMPING: M 102 1931
 KT1507_MARK LOGO: CADH  
 KT1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1507+STABILITY: SURFACE MOTION
 KT1507
 KT1507  HISTORY     - Date     Condition        Report By
 KT1507  HISTORY     - 1931     MONUMENTED       CADH
 KT1507  HISTORY     - 1967     GOOD             CGS
 KT1507  HISTORY     - 1972     GOOD             USGS
 KT1507  HISTORY     - 19880404 GOOD             NGS
 KT1507
 KT1507                          STATION DESCRIPTION
 KT1507
 KT1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1507'5.9 MI S FROM PIERCY.
 KT1507'5.9 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1507'AT PIERCY, AT CONFUSION HILL, AT THE WEST END OF A SHORT TANGENT,
 KT1507'AT THE CREST OF A LONG WINDING GRADE, 50 FEET NORTH OF THE CENTER
 KT1507'LINE OF THE HIGHWAY, 225 FEET WEST OF THE CENTER OF THE WEST
 KT1507'ENTRANCE TO CONFUSION HILL, 165 FEET EAST OF THE CENTER OF THE
 KT1507'ENTRANCE TO CABANA HOLIDAY, 1.0 FOOT SOUTH OF A WITNESS POST,
 KT1507'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KT1507'POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 KT1507
 KT1507                          STATION RECOVERY (1972)
 KT1507
 KT1507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1507'RECOVERED IN GOOD CONDITION.
 KT1507
 KT1507                          STATION RECOVERY (1988)
 KT1507
 KT1507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1507'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.9 KM (6.75
 KT1507'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 KT1507'HIGHWAY 1 IN LEGGETT.  NOTE--THE MEASUREMENT NORTH OF THE CENTERLINE
 KT1507'OF THE HIGHWAY WAS FOUND TO BE IN ERROR AND SHOULD READ 14.6 M (47.9
 KT1507'FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0883 ***********************************************************************
 KT0883  DESIGNATION -  M 103 RESET 1959
 KT0883  PID         -  KT0883
 KT0883  STATE/COUNTY-  CA/MENDOCINO
 KT0883  USGS QUAD   -  LONGVALE (1994)
 KT0883
 KT0883                         *CURRENT SURVEY CONTROL
 KT0883  ___________________________________________________________________
 KT0883* NAD 83(1986)-  39 36 07.     (N)    123 27 13.     (W)     SCALED    
 KT0883* NAVD 88     -       417.88   (+/-2cm)    1371.0    (feet)  VERTCON   
 KT0883  ___________________________________________________________________
 KT0883  GEOID HEIGHT-         -29.58  (meters)                     GEOID09
 KT0883  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0883
 KT0883.The horizontal coordinates were scaled from a topographic map and have
 KT0883.an estimated accuracy of +/- 6 seconds.
 KT0883.
 KT0883.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0883
 KT0883.The vertical order pertains to the NGVD 29 superseded value.
 KT0883
 KT0883.The geoid height was determined by GEOID09.
 KT0883
 KT0883;                    North         East    Units  Estimated Accuracy
 KT0883;SPC CA 2     -   715,830.    1,875,160.      MT  (+/- 180 meters Scaled)
 KT0883
 KT0883                          SUPERSEDED SURVEY CONTROL
 KT0883
 KT0883  NGVD 29 (??/??/92)  416.948  (m)         1367.94   (f) ADJ UNCH    1 2
 KT0883
 KT0883.Superseded values are not recommended for survey control.
 KT0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0883.See file dsdata.txt to determine how the superseded data were derived.
 KT0883
 KT0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ610836(NAD 83)
 KT0883
 KT0883_MARKER: DB = BENCH MARK DISK
 KT0883_SETTING: 66 = SET IN ROCK OUTCROP
 KT0883_SP_SET: OUTCROP
 KT0883_STAMPING: M 103 RESET 1959
 KT0883_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT0883+STABILITY: POSITION/ELEVATION WELL
 KT0883
 KT0883  HISTORY     - Date     Condition        Report By
 KT0883  HISTORY     - 1959     MONUMENTED       CGS
 KT0883  HISTORY     - 1967     GOOD             CGS
 KT0883
 KT0883                          STATION DESCRIPTION
 KT0883
 KT0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0883'3.6 MI N FROM LONGVALE.
 KT0883'3.6 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 KT0883'DOS RIOS ROAD AT LONGVALE, ON THE INSIDE OF A CURVE, IN THE
 KT0883'TOP OF A 10- BY 25-FOOT OUTCROP PROJECTING ABOUT 1/2 FOOT
 KT0883'ABOVE THE GROUND, 65 FEET WEST OF THE CENTER LINE OF THE
 KT0883'HIGHWAY, 36 FEET NORTHWEST OF THE NORTHWEST CORNER OF 4- BY 4-FOOT
 KT0883'CONCRETE CATCH BASIN NO. 62.90, 10 FEET NORTH OF A WITNESS POST,
 KT0883'AND ABOUT 9 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1473 ***********************************************************************
 KT1473  DESIGNATION -  M 1082
 KT1473  PID         -  KT1473
 KT1473  STATE/COUNTY-  CA/MENDOCINO
 KT1473  USGS QUAD   -  TAN OAK PARK (1994)
 KT1473
 KT1473                         *CURRENT SURVEY CONTROL
 KT1473  ___________________________________________________________________
 KT1473* NAD 83(1986)-  39 49 05.     (N)    123 33 48.     (W)     SCALED    
 KT1473* NAVD 88     -       443.22   (+/-2cm)    1454.1    (feet)  VERTCON   
 KT1473  ___________________________________________________________________
 KT1473  GEOID HEIGHT-         -29.62  (meters)                     GEOID09
 KT1473  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1473
 KT1473.The horizontal coordinates were scaled from a topographic map and have
 KT1473.an estimated accuracy of +/- 6 seconds.
 KT1473.
 KT1473.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1473
 KT1473.The vertical order pertains to the NGVD 29 superseded value.
 KT1473
 KT1473.The geoid height was determined by GEOID09.
 KT1473
 KT1473;                    North         East    Units  Estimated Accuracy
 KT1473;SPC CA 2     -   739,980.    1,866,150.      MT  (+/- 180 meters Scaled)
 KT1473
 KT1473                          SUPERSEDED SURVEY CONTROL
 KT1473
 KT1473  NGVD 29 (??/??/92)  442.275  (m)         1451.03   (f) ADJ UNCH    1 2
 KT1473
 KT1473.Superseded values are not recommended for survey control.
 KT1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1473.See file dsdata.txt to determine how the superseded data were derived.
 KT1473
 KT1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK517077(NAD 83)
 KT1473
 KT1473_MARKER: DB = BENCH MARK DISK
 KT1473_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1473_SP_SET: CULVERT
 KT1473_STAMPING: M 1082 1967
 KT1473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1473
 KT1473  HISTORY     - Date     Condition        Report By
 KT1473  HISTORY     - 1967     MONUMENTED       CGS
 KT1473
 KT1473                          STATION DESCRIPTION
 KT1473
 KT1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1473'10.8 MI N FROM LAYTONVILLE.
 KT1473'10.85 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1473'LAYTONVILLE, ON THE INSIDE OF A CURVE, AT THE JUNCTION OF A
 KT1473'DRIVEWAY WEST TO A HOUSE, IN THE TOP AND 1.0 FOOT NORTHWEST OF
 KT1473'THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF 18-INCH
 KT1473'PIPE CULVERT 80.31, 18 FEET NORTHEAST OF THE CENTER LINE OF THE
 KT1473'HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1510 ***********************************************************************
 KT1510  DESIGNATION -  M 1083
 KT1510  PID         -  KT1510
 KT1510  STATE/COUNTY-  CA/MENDOCINO
 KT1510  USGS QUAD   -  PIERCY (1994)
 KT1510
 KT1510                         *CURRENT SURVEY CONTROL
 KT1510  ___________________________________________________________________
 KT1510* NAD 83(1986)-  39 55 59.     (N)    123 46 08.     (W)     SCALED    
 KT1510* NAVD 88     -       219.37   (+/-2cm)     719.7    (feet)  VERTCON   
 KT1510  ___________________________________________________________________
 KT1510  GEOID HEIGHT-         -30.22  (meters)                     GEOID09
 KT1510  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1510
 KT1510.The horizontal coordinates were scaled from a topographic map and have
 KT1510.an estimated accuracy of +/- 6 seconds.
 KT1510.
 KT1510.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1510
 KT1510.The vertical order pertains to the NGVD 29 superseded value.
 KT1510
 KT1510.The geoid height was determined by GEOID09.
 KT1510
 KT1510;                    North         East    Units  Estimated Accuracy
 KT1510;SPC CA 2     -   753,070.    1,848,810.      MT  (+/- 180 meters Scaled)
 KT1510
 KT1510                          SUPERSEDED SURVEY CONTROL
 KT1510
 KT1510  NGVD 29 (??/??/92)  218.451  (m)          716.70   (f) ADJ UNCH    1 2
 KT1510
 KT1510.Superseded values are not recommended for survey control.
 KT1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1510.See file dsdata.txt to determine how the superseded data were derived.
 KT1510
 KT1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK343206(NAD 83)
 KT1510
 KT1510_MARKER: DB = BENCH MARK DISK
 KT1510_SETTING: 66 = SET IN ROCK OUTCROP
 KT1510_SP_SET: OUTCROP
 KT1510_STAMPING: M 1083 1967
 KT1510_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1510+STABILITY: POSITION/ELEVATION WELL
 KT1510
 KT1510  HISTORY     - Date     Condition        Report By
 KT1510  HISTORY     - 1967     MONUMENTED       CGS
 KT1510  HISTORY     - 1972     GOOD             USGS
 KT1510  HISTORY     - 19880714 MARK NOT FOUND   NGS
 KT1510
 KT1510                          STATION DESCRIPTION
 KT1510
 KT1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1510'4.4 MI S FROM PIERCY.
 KT1510'4.35 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1510'AT PIERCY, AT HIGHWAY MILEAGE 101.00, ON THE INSIDE OF A CURVE,
 KT1510'IN THE TOP OF A 3- BY 5-FOOT OUTCROP WHICH PROJECTS ABOUT 1/2
 KT1510'FOOT ABOVE GROUND, 67 FEET NORTHEAST OF THE CENTER LINE OF THE
 KT1510'HIGHWAY, 42 FEET NORTHEAST OF THE MILEAGE MARKER, 9.0 FEET
 KT1510'SOUTHWEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 KT1510'NOTE-- PIERCY POST OFFICE, ABOUT 300 FT. N OF TO BOTTOM OF OFF RAMP
 KT1510'AT PIERCY INTERCHANGE, THENCE 3.45 MI SE AND S ALONG U.S. HWY
 KT1510'101 TO BENCH MARK AS DESCRIBED BY C AND GS.
 KT1510
 KT1510                          STATION RECOVERY (1972)
 KT1510
 KT1510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1510'RECOVERED IN GOOD CONDITION.
 KT1510
 KT1510                          STATION RECOVERY (1988)
 KT1510
 KT1510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1265 ***********************************************************************
 LU1265  DESIGNATION -  M 1084
 LU1265  PID         -  LU1265
 LU1265  STATE/COUNTY-  CA/HUMBOLDT
 LU1265  USGS QUAD   -  MIRANDA (1970)
 LU1265
 LU1265                         *CURRENT SURVEY CONTROL
 LU1265  ___________________________________________________________________
 LU1265* NAD 83(1986)-  40 07 53.     (N)    123 49 03.     (W)     SCALED    
 LU1265* NAVD 88     -       118.837  (meters)     389.88   (feet)  ADJUSTED  
 LU1265  ___________________________________________________________________
 LU1265  GEOID HEIGHT-         -30.49  (meters)                     GEOID09
 LU1265  DYNAMIC HT  -         118.770 (meters)     389.66  (feet)  COMP
 LU1265  MODELED GRAV-     980,065.7   (mgal)                       NAVD 88
 LU1265
 LU1265  VERT ORDER  -  FIRST     CLASS II
 LU1265
 LU1265.The horizontal coordinates were scaled from a topographic map and have
 LU1265.an estimated accuracy of +/- 6 seconds.
 LU1265.
 LU1265.The orthometric height was determined by differential leveling and
 LU1265.adjusted in December 1992.
 LU1265
 LU1265.The geoid height was determined by GEOID09.
 LU1265
 LU1265.The dynamic height is computed by dividing the NAVD 88
 LU1265.geopotential number by the normal gravity value computed on the
 LU1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1265.degrees latitude (g = 980.6199 gals.).
 LU1265
 LU1265.The modeled gravity was interpolated from observed gravity values.
 LU1265
 LU1265;                    North         East    Units  Estimated Accuracy
 LU1265;SPC CA 1     -   590,220.    1,845,110.      MT  (+/- 180 meters Scaled)
 LU1265
 LU1265                          SUPERSEDED SURVEY CONTROL
 LU1265
 LU1265  NAVD 88 (06/15/91)  118.837  (m)          389.88   (f) UNKNOWN     1 2
 LU1265  NGVD 29 (12/02/92)  117.907  (m)          386.83   (f) ADJUSTED    1 2
 LU1265
 LU1265.Superseded values are not recommended for survey control.
 LU1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1265.See file dsdata.txt to determine how the superseded data were derived.
 LU1265
 LU1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK303426(NAD 83)
 LU1265
 LU1265_MARKER: DB = BENCH MARK DISK
 LU1265_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1265_SP_SET: HEADWALL
 LU1265_STAMPING: M 1084 1967
 LU1265_MARK LOGO: CGS   
 LU1265_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1265+STABILITY: SURFACE MOTION
 LU1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1265+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1265
 LU1265  HISTORY     - Date     Condition        Report By
 LU1265  HISTORY     - 1967     MONUMENTED       CGS
 LU1265  HISTORY     - 19880329 GOOD             NGS
 LU1265  HISTORY     - 19920729 GOOD             NGS
 LU1265
 LU1265                          STATION DESCRIPTION
 LU1265
 LU1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1265'3.6 MI N FROM GARBERVILLE.
 LU1265'3.65 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1265'GARBERVILLE, IN HOLBROOK GROVE STATE PARK, IN THE TOP AND 1.0
 LU1265'FOOT SOUTHWEST OF THE NORTHEAST END OF AN L SHAPED HEAD WALL OF
 LU1265'30-INCH PIPE CULVERT B 190-07, 16 FEET SOUTHEAST OF THE CENTER
 LU1265'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LU1265
 LU1265                          STATION RECOVERY (1988)
 LU1265
 LU1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1265'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 LU1265'CHANGE--U.S. HIGHWAY 101 TO REDWOOD DRIVE.
 LU1265
 LU1265                          STATION RECOVERY (1992)
 LU1265
 LU1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1265'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1265'OFFICE IN GARBERVILLE, THENCE 6.0 KM (3.70 MI) NORTHERLY ALONG
 LU1265'REDWOOD DRIVE, IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE
 LU1265'NORTHEAST END OF THE CONCRETE HEADWALL OF A CULVERT, IN HOLBROOK
 LU1265'GROVE STATE PARK, NEAR THE NORTH END OF A HIGHWAY PULLOUT, ON THE
 LU1265'OUTSIDE OF A CURVE, 45.5 M (149.3 FT) NORTH-NORTHEAST OF UTILITY POLE
 LU1265'NUMBER 1191374, AND 4.9 M (16.1 FT) SOUTHEAST OF AND LEVEL WITH THE
 LU1265'DRIVE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1302 ***********************************************************************
 LU1302  DESIGNATION -  M 1085
 LU1302  PID         -  LU1302
 LU1302  STATE/COUNTY-  CA/HUMBOLDT
 LU1302  USGS QUAD   -  WEOTT (1969)
 LU1302
 LU1302                         *CURRENT SURVEY CONTROL
 LU1302  ___________________________________________________________________
 LU1302* NAD 83(1986)-  40 17 39.     (N)    123 53 37.     (W)     SCALED    
 LU1302* NAVD 88     -       107.639  (meters)     353.15   (feet)  ADJUSTED  
 LU1302  ___________________________________________________________________
 LU1302  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 LU1302  DYNAMIC HT  -         107.583 (meters)     352.96  (feet)  COMP
 LU1302  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 LU1302
 LU1302  VERT ORDER  -  FIRST     CLASS II
 LU1302
 LU1302.The horizontal coordinates were scaled from a topographic map and have
 LU1302.an estimated accuracy of +/- 6 seconds.
 LU1302.
 LU1302.The orthometric height was determined by differential leveling and
 LU1302.adjusted in December 1992.
 LU1302
 LU1302.The geoid height was determined by GEOID09.
 LU1302
 LU1302.The dynamic height is computed by dividing the NAVD 88
 LU1302.geopotential number by the normal gravity value computed on the
 LU1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1302.degrees latitude (g = 980.6199 gals.).
 LU1302
 LU1302.The modeled gravity was interpolated from observed gravity values.
 LU1302
 LU1302;                    North         East    Units  Estimated Accuracy
 LU1302;SPC CA 1     -   608,430.    1,839,020.      MT  (+/- 180 meters Scaled)
 LU1302
 LU1302                          SUPERSEDED SURVEY CONTROL
 LU1302
 LU1302  NAVD 88 (06/15/91)  107.639  (m)          353.15   (f) UNKNOWN     1 2
 LU1302  NGVD 29 (12/02/92)  106.692  (m)          350.04   (f) ADJUSTED    1 2
 LU1302
 LU1302.Superseded values are not recommended for survey control.
 LU1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1302.See file dsdata.txt to determine how the superseded data were derived.
 LU1302
 LU1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK240607(NAD 83)
 LU1302
 LU1302_MARKER: DB = BENCH MARK DISK
 LU1302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1302_SP_SET: BRIDGE GUARDRAIL
 LU1302_STAMPING: M 1085 1967
 LU1302_MARK LOGO: CGS   
 LU1302_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1302+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LU1302
 LU1302  HISTORY     - Date     Condition        Report By
 LU1302  HISTORY     - 1967     MONUMENTED       CGS
 LU1302  HISTORY     - 19880325 GOOD             NGS
 LU1302  HISTORY     - 19920730 GOOD             NGS
 LU1302
 LU1302                          STATION DESCRIPTION
 LU1302
 LU1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1302'2.6 MI N FROM MYERS FLAT.
 LU1302'2.6 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1302'OVERPASS AT MYERS FLAT, IN THE TOP AND 1.0 FOOT SOUTH OF THE
 LU1302'NORTH END OF THE EAST CONCRETE GUARDRAIL OF WILLIFORD ROAD
 LU1302'UNDERCROSSING NO. 4-117, AT HIGHWAY MILEAGE 30.52, 30 FEET EAST
 LU1302'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 1/2 FEET HIGHER THAN
 LU1302'THE HIGHWAY.
 LU1302
 LU1302                          STATION RECOVERY (1988)
 LU1302
 LU1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1302'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  29.6 KM (18.40
 LU1302'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1302'GARBERVILLE.
 LU1302
 LU1302                          STATION RECOVERY (1992)
 LU1302
 LU1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1302'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1302'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1302'REDWOOD DRIVE, THENCE 30.8 KM (19.15 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1302'101, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE EAST
 LU1302'CONCRETE BRIDGE RAIL OF THE HIGHWAY OVERPASS OF WILLIFORD ROAD, AT
 LU1302'MILEPOST 30.52, 9.1 M (29.9 FT) EAST OF THE CENTERLINE OF THE
 LU1302'NORTHBOUND LANES OF THE HIGHWAY, AND 1.1 M (3.6 FT) ABOVE THE LEVEL
 LU1302'OF THE HIGHWAY. NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0390 ***********************************************************************
 LV0390  DESIGNATION -  M 1086
 LV0390  PID         -  LV0390
 LV0390  STATE/COUNTY-  CA/HUMBOLDT
 LV0390  USGS QUAD   -  SCOTIA (1970)
 LV0390
 LV0390                         *CURRENT SURVEY CONTROL
 LV0390  ___________________________________________________________________
 LV0390* NAD 83(1986)-  40 27 38.     (N)    124 04 56.     (W)     SCALED    
 LV0390* NAVD 88     -        35.20   (+/-2cm)     115.5    (feet)  VERTCON   
 LV0390  ___________________________________________________________________
 LV0390  GEOID HEIGHT-         -30.73  (meters)                     GEOID09
 LV0390  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0390
 LV0390.The horizontal coordinates were scaled from a topographic map and have
 LV0390.an estimated accuracy of +/- 6 seconds.
 LV0390.
 LV0390.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0390
 LV0390.The vertical order pertains to the NGVD 29 superseded value.
 LV0390
 LV0390.The geoid height was determined by GEOID09.
 LV0390
 LV0390;                    North         East    Units  Estimated Accuracy
 LV0390;SPC CA 1     -   627,260.    1,823,420.      MT  (+/- 180 meters Scaled)
 LV0390
 LV0390                          SUPERSEDED SURVEY CONTROL
 LV0390
 LV0390  NGVD 29 (??/??/??)   34.224  (m)          112.28   (f) ADJUSTED    1 2
 LV0390
 LV0390.Superseded values are not recommended for survey control.
 LV0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0390.See file dsdata.txt to determine how the superseded data were derived.
 LV0390
 LV0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK082794(NAD 83)
 LV0390
 LV0390_MARKER: DB = BENCH MARK DISK
 LV0390_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0390_SP_SET: CULVERT
 LV0390_STAMPING: M 1086 1967
 LV0390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0390
 LV0390  HISTORY     - Date     Condition        Report By
 LV0390  HISTORY     - 1967     MONUMENTED       CGS
 LV0390  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0390
 LV0390                          STATION DESCRIPTION
 LV0390
 LV0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0390'2.4 MI S FROM SCOTIA.
 LV0390'2.45 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE SOUTH END OF THE
 LV0390'EEL RIVER BRIDGE AT SCOTIA, IN THE TOP AND 1.0 FOOT SOUTHEAST OF
 LV0390'THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF 24-INCH
 LV0390'PIPE CULVERT 49.69, 26 FEET NORTHEAST OF THE CENTER LINE OF THE
 LV0390'HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 LV0390
 LV0390                          STATION RECOVERY (1988)
 LV0390
 LV0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0390'THERE IS A NEW CATCH BASIN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0260 ***********************************************************************
 LV0260  DESIGNATION -  M 1087
 LV0260  PID         -  LV0260
 LV0260  STATE/COUNTY-  CA/HUMBOLDT
 LV0260  USGS QUAD   -  FIELDS LANDING (1972)
 LV0260
 LV0260                         *CURRENT SURVEY CONTROL
 LV0260  ___________________________________________________________________
 LV0260* NAD 83(1986)-  40 42 23.     (N)    124 12 25.     (W)     SCALED    
 LV0260* NAVD 88     -        12.364  (meters)      40.56   (feet)  ADJUSTED  
 LV0260  ___________________________________________________________________
 LV0260  GEOID HEIGHT-         -30.94  (meters)                     GEOID09
 LV0260  DYNAMIC HT  -          12.358 (meters)      40.54  (feet)  COMP
 LV0260  MODELED GRAV-     980,172.0   (mgal)                       NAVD 88
 LV0260
 LV0260  VERT ORDER  -  FIRST     CLASS II
 LV0260
 LV0260.The horizontal coordinates were scaled from a topographic map and have
 LV0260.an estimated accuracy of +/- 6 seconds.
 LV0260.
 LV0260.The orthometric height was determined by differential leveling and
 LV0260.adjusted in June 1991.
 LV0260
 LV0260.The geoid height was determined by GEOID09.
 LV0260
 LV0260.The dynamic height is computed by dividing the NAVD 88
 LV0260.geopotential number by the normal gravity value computed on the
 LV0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0260.degrees latitude (g = 980.6199 gals.).
 LV0260
 LV0260.The modeled gravity was interpolated from observed gravity values.
 LV0260
 LV0260;                    North         East    Units  Estimated Accuracy
 LV0260;SPC CA 1     -   654,810.    1,813,540.      MT  (+/- 180 meters Scaled)
 LV0260
 LV0260                          SUPERSEDED SURVEY CONTROL
 LV0260
 LV0260  NGVD 29 (12/02/92)   11.369  (m)           37.30   (f) ADJUSTED    1 2
 LV0260
 LV0260.Superseded values are not recommended for survey control.
 LV0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0260.See file dsdata.txt to determine how the superseded data were derived.
 LV0260
 LV0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL980068(NAD 83)
 LV0260
 LV0260_MARKER: DB = BENCH MARK DISK
 LV0260_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0260_SP_SET: BRIDGE GUARDRAIL
 LV0260_STAMPING: M 1087 1967
 LV0260_MARK LOGO: CGS   
 LV0260_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0260+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 LV0260
 LV0260  HISTORY     - Date     Condition        Report By
 LV0260  HISTORY     - 1967     MONUMENTED       CGS
 LV0260  HISTORY     - 19880222 GOOD             NGS
 LV0260  HISTORY     - 19920727 GOOD             NGS
 LV0260
 LV0260                          STATION DESCRIPTION
 LV0260
 LV0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0260'8 MI S FROM EUREKA.
 LV0260'8.0 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0260'EUREKA, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE
 LV0260'GUARDRAIL OF TOMPKINS HILL OVERHEAD BRIDGE NO. 4-121 OVER THE
 LV0260'NORTHWESTERN PACIFIC RAILROAD, 20 FEET EAST OF THE CENTER LINE OF
 LV0260'THE EAST LANES OF THE HIGHWAY, AND ABOUT 3 1/2 FEET HIGHER THAN
 LV0260'THE HIGHWAY.
 LV0260
 LV0260                          STATION RECOVERY (1988)
 LV0260
 LV0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0260'RECOVERED IN GOOD CONDITION.
 LV0260
 LV0260                          STATION RECOVERY (1992)
 LV0260
 LV0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0260'0.1 KM (0.05 MI) NORTHWESTERLY ALONG H STREET FROM THE POST OFFICE AND
 LV0260'COURTHOUSE IN EUREKA, THENCE 13.0 KM (8.05 MI) SOUTHERLY ALONG U.S.
 LV0260'HIGHWAY 101 (4TH STREET), NEAR THE SOUTH END OF THE EAST CONCRETE
 LV0260'BRIDGE RAIL OF TOMPKINS HILL ROAD OVERPASS OF THE NORTHWESTERN
 LV0260'PACIFIC RAILROAD, 6.1 M (20.0 FT) EAST OF THE CENTERLINE OF THE
 LV0260'NORTHBOUND LANES OF THE HIGHWAY, AND 1.1 M (3.6 FT) ABOVE THE LEVEL
 LV0260'OF THE HIGHWAY.  NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0152 ***********************************************************************
 LV0152  DESIGNATION -  M 1088
 LV0152  PID         -  LV0152
 LV0152  STATE/COUNTY-  CA/HUMBOLDT
 LV0152  USGS QUAD   -  CRANNELL (1975)
 LV0152
 LV0152                         *CURRENT SURVEY CONTROL
 LV0152  ___________________________________________________________________
 LV0152* NAD 83(1986)-  41 02 45.     (N)    124 07 05.     (W)     SCALED    
 LV0152* NAVD 88     -        64.465  (meters)     211.50   (feet)  ADJUSTED  
 LV0152  ___________________________________________________________________
 LV0152  GEOID HEIGHT-         -29.96  (meters)                     GEOID09
 LV0152  DYNAMIC HT  -          64.439 (meters)     211.41  (feet)  COMP
 LV0152  MODELED GRAV-     980,223.4   (mgal)                       NAVD 88
 LV0152
 LV0152  VERT ORDER  -  FIRST     CLASS II
 LV0152
 LV0152.The horizontal coordinates were scaled from a topographic map and have
 LV0152.an estimated accuracy of +/- 6 seconds.
 LV0152.
 LV0152.The orthometric height was determined by differential leveling and
 LV0152.adjusted in June 1991.
 LV0152
 LV0152.WARNING-Repeat measurements at this control monument indicate possible
 LV0152.vertical movement.
 LV0152
 LV0152.The geoid height was determined by GEOID09.
 LV0152
 LV0152.The dynamic height is computed by dividing the NAVD 88
 LV0152.geopotential number by the normal gravity value computed on the
 LV0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0152.degrees latitude (g = 980.6199 gals.).
 LV0152
 LV0152.The modeled gravity was interpolated from observed gravity values.
 LV0152
 LV0152;                    North         East    Units  Estimated Accuracy
 LV0152;SPC CA 1     -   692,300.    1,821,960.      MT  (+/- 180 meters Scaled)
 LV0152
 LV0152                          SUPERSEDED SURVEY CONTROL
 LV0152
 LV0152  NGVD 29 (12/02/92)   63.431  (m)          208.11   (f) ADJUSTED    1 2
 LV0152
 LV0152.Superseded values are not recommended for survey control.
 LV0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0152.See file dsdata.txt to determine how the superseded data were derived.
 LV0152
 LV0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL060444(NAD 83)
 LV0152
 LV0152_MARKER: DB = BENCH MARK DISK
 LV0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0152_SP_SET: CATCH BASIN
 LV0152_STAMPING: M 1088 1967
 LV0152_MARK LOGO: CGS   
 LV0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0152
 LV0152  HISTORY     - Date     Condition        Report By
 LV0152  HISTORY     - 1967     MONUMENTED       CGS
 LV0152  HISTORY     - 1988     GOOD             NGS
 LV0152
 LV0152                          STATION DESCRIPTION
 LV0152
 LV0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0152'1.5 MI S FROM TRINIDAD.
 LV0152'1.5 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM TRINIDAD UNDERPASS
 LV0152'AT TRINIDAD, IN THE TOP AND 0.9 FOOT SOUTHEAST OF THE NORTHWEST
 LV0152'END OF THE NORTHEAST CONCRETE HEAD WALL OF 4- BY 4-FOOT CONCRETE
 LV0152'CATCH BASIN 99.21, 24 FEET NORTHEAST OF THE CENTER LINE OF THE
 LV0152'NORTHEAST LANES OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 LV0152'HIGHWAY.
 LV0152
 LV0152                          STATION RECOVERY (1988)
 LV0152
 LV0152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0181 ***********************************************************************
 LV0181  DESIGNATION -  M 1089
 LV0181  PID         -  LV0181
 LV0181  STATE/COUNTY-  CA/HUMBOLDT
 LV0181  USGS QUAD   -  ORICK (1975)
 LV0181
 LV0181                         *CURRENT SURVEY CONTROL
 LV0181  ___________________________________________________________________
 LV0181* NAD 83(1986)-  41 16 38.     (N)    124 05 39.     (W)     SCALED    
 LV0181* NAVD 88     -         7.729  (meters)      25.36   (feet)  ADJUSTED  
 LV0181  ___________________________________________________________________
 LV0181  GEOID HEIGHT-         -29.48  (meters)                     GEOID09
 LV0181  DYNAMIC HT  -           7.726 (meters)      25.35  (feet)  COMP
 LV0181  MODELED GRAV-     980,247.3   (mgal)                       NAVD 88
 LV0181
 LV0181  VERT ORDER  -  FIRST     CLASS II
 LV0181
 LV0181.The horizontal coordinates were scaled from a topographic map and have
 LV0181.an estimated accuracy of +/- 6 seconds.
 LV0181.
 LV0181.The orthometric height was determined by differential leveling and
 LV0181.adjusted in June 1991.
 LV0181
 LV0181.The geoid height was determined by GEOID09.
 LV0181
 LV0181.The dynamic height is computed by dividing the NAVD 88
 LV0181.geopotential number by the normal gravity value computed on the
 LV0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0181.degrees latitude (g = 980.6199 gals.).
 LV0181
 LV0181.The modeled gravity was interpolated from observed gravity values.
 LV0181
 LV0181;                    North         East    Units  Estimated Accuracy
 LV0181;SPC CA 1     -   717,940.    1,824,580.      MT  (+/- 180 meters Scaled)
 LV0181
 LV0181                          SUPERSEDED SURVEY CONTROL
 LV0181
 LV0181  NGVD 29 (12/02/92)    6.718  (m)           22.04   (f) ADJUSTED    1 2
 LV0181
 LV0181.Superseded values are not recommended for survey control.
 LV0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0181.See file dsdata.txt to determine how the superseded data were derived.
 LV0181
 LV0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL083701(NAD 83)
 LV0181
 LV0181_MARKER: DB = BENCH MARK DISK
 LV0181_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0181_SP_SET: HEADWALL
 LV0181_STAMPING: M 1089 1967
 LV0181_MARK LOGO: CGS   
 LV0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0181+STABILITY: SURFACE MOTION
 LV0181
 LV0181  HISTORY     - Date     Condition        Report By
 LV0181  HISTORY     - 1967     MONUMENTED       CGS
 LV0181  HISTORY     - 1988     GOOD             NGS
 LV0181
 LV0181                          STATION DESCRIPTION
 LV0181
 LV0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0181'2.5 MI SW FROM ORICK.
 LV0181'2.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 LV0181'AT ORICK, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD
 LV0181'WALL OF STOCK UNDERPASS 118.76, NEAR THE NORTH END OF FRESH
 LV0181'WATER LAGOON, 122 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LV0181'AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.
 LV0181
 LV0181                          STATION RECOVERY (1988)
 LV0181
 LV0181'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0081 ***********************************************************************
 LV0081  DESIGNATION -  M 1090
 LV0081  PID         -  LV0081
 LV0081  STATE/COUNTY-  CA/DEL NORTE
 LV0081  USGS QUAD   -  CHILDS HILL (1975)
 LV0081
 LV0081                         *CURRENT SURVEY CONTROL
 LV0081  ___________________________________________________________________
 LV0081* NAD 83(1986)-  41 40 00.     (N)    124 06 45.     (W)     SCALED    
 LV0081* NAVD 88     -       316.727  (meters)    1039.13   (feet)  ADJUSTED  
 LV0081  ___________________________________________________________________
 LV0081  GEOID HEIGHT-         -28.52  (meters)                     GEOID09
 LV0081  DYNAMIC HT  -         316.600 (meters)    1038.71  (feet)  COMP
 LV0081  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 LV0081
 LV0081  VERT ORDER  -  FIRST     CLASS II
 LV0081
 LV0081.The horizontal coordinates were scaled from a topographic map and have
 LV0081.an estimated accuracy of +/- 6 seconds.
 LV0081.
 LV0081.The orthometric height was determined by differential leveling and
 LV0081.adjusted in June 1991.
 LV0081
 LV0081.WARNING-Repeat measurements at this control monument indicate possible
 LV0081.vertical movement.
 LV0081
 LV0081.The geoid height was determined by GEOID09.
 LV0081
 LV0081.The dynamic height is computed by dividing the NAVD 88
 LV0081.geopotential number by the normal gravity value computed on the
 LV0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0081.degrees latitude (g = 980.6199 gals.).
 LV0081
 LV0081.The modeled gravity was interpolated from observed gravity values.
 LV0081
 LV0081;                    North         East    Units  Estimated Accuracy
 LV0081;SPC CA 1     -   761,220.    1,824,080.      MT  (+/- 180 meters Scaled)
 LV0081
 LV0081                          SUPERSEDED SURVEY CONTROL
 LV0081
 LV0081  NGVD 29 (12/02/92)  315.710  (m)         1035.79   (f) ADJUSTED    1 2
 LV0081
 LV0081.Superseded values are not recommended for survey control.
 LV0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0081.See file dsdata.txt to determine how the superseded data were derived.
 LV0081
 LV0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM073133(NAD 83)
 LV0081
 LV0081_MARKER: DB = BENCH MARK DISK
 LV0081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0081_SP_SET: CATCH BASIN
 LV0081_STAMPING: M 1090 1967
 LV0081_MARK LOGO: CGS   
 LV0081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0081
 LV0081  HISTORY     - Date     Condition        Report By
 LV0081  HISTORY     - 1967     MONUMENTED       CGS
 LV0081  HISTORY     - 1988     GOOD             NGS
 LV0081
 LV0081                          STATION DESCRIPTION
 LV0081
 LV0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0081'8.9 MI S FROM CRESCENT CITY.
 LV0081'8.9 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0081'OF FRONT STREET AT CRESCENT CITY, IN THE TOP OF THE NORTHWEST
 LV0081'CORNER OF CONCRETE CATCH BASIN 17.40, 24 FEET EAST OF THE CENTER
 LV0081'LINE OF THE HIGHWAY, 75 FEET SOUTH OF MADISON GRANT GROVE SIGN,
 LV0081'AND ABOUT 1/2 FOOT LOWER THAN HIGHWAY.
 LV0081
 LV0081                          STATION RECOVERY (1988)
 LV0081
 LV0081'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0189 ***********************************************************************
 LV0189  DESIGNATION -  M 1091
 LV0189  PID         -  LV0189
 LV0189  STATE/COUNTY-  CA/HUMBOLDT
 LV0189  USGS QUAD   -  FERN CANYON (1966)
 LV0189
 LV0189                         *CURRENT SURVEY CONTROL
 LV0189  ___________________________________________________________________
 LV0189* NAD 83(1986)-  41 27 13.     (N)    124 02 35.     (W)     SCALED    
 LV0189* NAVD 88     -       234.444  (meters)     769.17   (feet)  ADJUSTED  
 LV0189  ___________________________________________________________________
 LV0189  GEOID HEIGHT-         -28.94  (meters)                     GEOID09
 LV0189  DYNAMIC HT  -         234.347 (meters)     768.85  (feet)  COMP
 LV0189  MODELED GRAV-     980,203.6   (mgal)                       NAVD 88
 LV0189
 LV0189  VERT ORDER  -  FIRST     CLASS II
 LV0189
 LV0189.The horizontal coordinates were scaled from a topographic map and have
 LV0189.an estimated accuracy of +/- 6 seconds.
 LV0189.
 LV0189.The orthometric height was determined by differential leveling and
 LV0189.adjusted in June 1991.
 LV0189
 LV0189.The geoid height was determined by GEOID09.
 LV0189
 LV0189.The dynamic height is computed by dividing the NAVD 88
 LV0189.geopotential number by the normal gravity value computed on the
 LV0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0189.degrees latitude (g = 980.6199 gals.).
 LV0189
 LV0189.The modeled gravity was interpolated from observed gravity values.
 LV0189
 LV0189;                    North         East    Units  Estimated Accuracy
 LV0189;SPC CA 1     -   737,430.    1,829,320.      MT  (+/- 180 meters Scaled)
 LV0189
 LV0189                          SUPERSEDED SURVEY CONTROL
 LV0189
 LV0189  NGVD 29 (12/02/92)  233.423  (m)          765.82   (f) ADJUSTED    1 2
 LV0189
 LV0189.Superseded values are not recommended for survey control.
 LV0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0189.See file dsdata.txt to determine how the superseded data were derived.
 LV0189
 LV0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL128896(NAD 83)
 LV0189
 LV0189_MARKER: DB = BENCH MARK DISK
 LV0189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0189_SP_SET: CATCH BASIN
 LV0189_STAMPING: M 1091 1967
 LV0189_MARK LOGO: CGS   
 LV0189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0189
 LV0189  HISTORY     - Date     Condition        Report By
 LV0189  HISTORY     - 1967     MONUMENTED       CGS
 LV0189  HISTORY     - 1973     GOOD
 LV0189  HISTORY     - 1988     GOOD             NGS
 LV0189
 LV0189                          STATION DESCRIPTION
 LV0189
 LV0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0189'12.6 MI N FROM ORICK.
 LV0189'12.65 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 LV0189'AT ORICK, 0.25 MILE SOUTH OF THE JUNCTION OF A PAVED ROAD
 LV0189'NORTHWEST TO ADLER CONSERVATION CAMP, IN THE TOP OF THE SOUTH
 LV0189'CONCRETE WALL OF 3- BY 4-FOOT CONCRETE CATCH BASIN 134.03,
 LV0189'19 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 LV0189'LEVEL WITH THE HIGHWAY.
 LV0189
 LV0189                          STATION RECOVERY (1973)
 LV0189
 LV0189'RECOVERED 1973
 LV0189'RECOVERED IN GOOD CONDITION.
 LV0189
 LV0189                          STATION RECOVERY (1988)
 LV0189
 LV0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0893 ***********************************************************************
 KT0893  DESIGNATION -  M 635
 KT0893  PID         -  KT0893
 KT0893  STATE/COUNTY-  CA/MENDOCINO
 KT0893  USGS QUAD   -  LAYTONVILLE (1994)
 KT0893
 KT0893                         *CURRENT SURVEY CONTROL
 KT0893  ___________________________________________________________________
 KT0893* NAD 83(1986)-  39 40 24.     (N)    123 28 32.     (W)     SCALED    
 KT0893* NAVD 88     -       510.64   (+/-2cm)    1675.3    (feet)  VERTCON   
 KT0893  ___________________________________________________________________
 KT0893  GEOID HEIGHT-         -29.54  (meters)                     GEOID09
 KT0893  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0893
 KT0893.The horizontal coordinates were scaled from a topographic map and have
 KT0893.an estimated accuracy of +/- 6 seconds.
 KT0893.
 KT0893.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0893
 KT0893.The vertical order pertains to the NGVD 29 superseded value.
 KT0893
 KT0893.The geoid height was determined by GEOID09.
 KT0893
 KT0893;                    North         East    Units  Estimated Accuracy
 KT0893;SPC CA 2     -   723,780.    1,873,410.      MT  (+/- 180 meters Scaled)
 KT0893
 KT0893                          SUPERSEDED SURVEY CONTROL
 KT0893
 KT0893  NGVD 29 (??/??/92)  509.700  (m)         1672.24   (f) ADJ UNCH    1 2
 KT0893
 KT0893.Superseded values are not recommended for survey control.
 KT0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0893.See file dsdata.txt to determine how the superseded data were derived.
 KT0893
 KT0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ592916(NAD 83)
 KT0893
 KT0893_MARKER: DB = BENCH MARK DISK
 KT0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT0893_STAMPING: M 635 1942
 KT0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0893+STABILITY: SURFACE MOTION
 KT0893
 KT0893  HISTORY     - Date     Condition        Report By
 KT0893  HISTORY     - 1942     MONUMENTED       CGS
 KT0893  HISTORY     - 1967     GOOD             CGS
 KT0893
 KT0893                          STATION DESCRIPTION
 KT0893
 KT0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0893'1 MI S FROM LAYTONVILLE.
 KT0893'1.05 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST
 KT0893'OFFICE AT LAYTONVILLE, SOUTH OF THE CREST OF A SMALL RISE IN
 KT0893'THE HIGHWAY, 30 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 KT0893'95 FEET NORTH OF CULVERT 68.33, 5 1/2 FEET SOUTH OF A TELEPHONE
 KT0893'POLE, 1.0 FOOT EAST OF A FENCE, 1.0 FOOT WEST OF A WITNESS
 KT0893'POST, ABOUT 3 1/2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE
 KT0893'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0002 ***********************************************************************
 LV0002  DESIGNATION -  M 73
 LV0002  PID         -  LV0002
 LV0002  STATE/COUNTY-  CA/DEL NORTE
 LV0002  USGS QUAD   -  CRESCENT CITY (1978)
 LV0002
 LV0002                         *CURRENT SURVEY CONTROL
 LV0002  ___________________________________________________________________
 LV0002* NAD 83(1986)-  41 45 23.     (N)    124 12 16.     (W)     SCALED    
 LV0002* NAVD 88     -        14.420  (meters)      47.31   (feet)  ADJUSTED  
 LV0002  ___________________________________________________________________
 LV0002  GEOID HEIGHT-         -28.73  (meters)                     GEOID09
 LV0002  DYNAMIC HT  -          14.415 (meters)      47.29  (feet)  COMP
 LV0002  MODELED GRAV-     980,290.1   (mgal)                       NAVD 88
 LV0002
 LV0002  VERT ORDER  -  FIRST     CLASS II
 LV0002
 LV0002.The horizontal coordinates were scaled from a topographic map and have
 LV0002.an estimated accuracy of +/- 6 seconds.
 LV0002.
 LV0002.The orthometric height was determined by differential leveling and
 LV0002.adjusted in June 1991.
 LV0002
 LV0002.WARNING-Repeat measurements at this control monument indicate possible
 LV0002.vertical movement.
 LV0002
 LV0002.The geoid height was determined by GEOID09.
 LV0002
 LV0002.The dynamic height is computed by dividing the NAVD 88
 LV0002.geopotential number by the normal gravity value computed on the
 LV0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0002.degrees latitude (g = 980.6199 gals.).
 LV0002
 LV0002.The modeled gravity was interpolated from observed gravity values.
 LV0002
 LV0002;                    North         East    Units  Estimated Accuracy
 LV0002;SPC CA 1     -   771,370.    1,816,680.      MT  (+/- 180 meters Scaled)
 LV0002
 LV0002                          SUPERSEDED SURVEY CONTROL
 LV0002
 LV0002  NGVD 29 (12/02/92)   13.392  (m)           43.94   (f) ADJUSTED    1 2
 LV0002
 LV0002.Superseded values are not recommended for survey control.
 LV0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0002.See file dsdata.txt to determine how the superseded data were derived.
 LV0002
 LV0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM998234(NAD 83)
 LV0002
 LV0002_MARKER: DB = BENCH MARK DISK
 LV0002_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LV0002+WITH SETTING: PAVEMENT
 LV0002_SP_SET: BALUSTRADE
 LV0002_STAMPING: M 73 1930 43.090
 LV0002_MARK LOGO: CGS   
 LV0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0002+STABILITY: SURFACE MOTION
 LV0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0002+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2007
 LV0002
 LV0002  HISTORY     - Date     Condition        Report By
 LV0002  HISTORY     - 1930     MONUMENTED       CGS
 LV0002  HISTORY     - 1967     GOOD             CGS
 LV0002  HISTORY     - 1975     GOOD             NGS
 LV0002  HISTORY     - 1988     GOOD             NGS
 LV0002  HISTORY     - 20070826 GOOD             NGS
 LV0002
 LV0002                          STATION DESCRIPTION
 LV0002
 LV0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0002'AT CRESCENT CITY.
 LV0002'AT CRESCENT CITY, ALONG H STREET BETWEEN 9TH AND 10TH STREETS, AT
 LV0002'THE COURTHOUSE ANNEX FORMER HIGH SCHOOL, IN THE TOP OF THE
 LV0002'BALUSTRADE AT THE SOUTHEAST END OF THE STEPS TO THE SOUTHWEST
 LV0002'ENTRANCE, 70 FEET NORTHWEST OF THE NORTHWEST CURB OF 9TH STREET,
 LV0002'57 FEET NORTHEAST OF THE NORTHEAST CURB OF H STREET, AND ABOUT 3
 LV0002'FEET ABOVE THE GROUND.
 LV0002
 LV0002                          STATION RECOVERY (1975)
 LV0002
 LV0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LV0002'RECOVERED IN GOOD CONDITION.
 LV0002
 LV0002                          STATION RECOVERY (1988)
 LV0002
 LV0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0002'RECOVERED IN GOOD CONDITION.
 LV0002
 LV0002                          STATION RECOVERY (2007)
 LV0002
 LV0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DAC)
 LV0002'THIS IS GRAVITY BASE STATION 'CRESCENT CITY M 73,' DOD 2111-1, IGB
 LV0002'15714 , C 1, NN 1772.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0231 ***********************************************************************
 LV0231  DESIGNATION -  N 100
 LV0231  PID         -  LV0231
 LV0231  STATE/COUNTY-  CA/HUMBOLDT
 LV0231  USGS QUAD   -  FORTUNA (1972)
 LV0231
 LV0231                         *CURRENT SURVEY CONTROL
 LV0231  ___________________________________________________________________
 LV0231* NAD 83(1986)-  40 32 18.     (N)    124 08 45.     (W)     SCALED    
 LV0231* NAVD 88     -        20.091  (meters)      65.92   (feet)  ADJUSTED  
 LV0231  ___________________________________________________________________
 LV0231  GEOID HEIGHT-         -30.98  (meters)                     GEOID09
 LV0231  DYNAMIC HT  -          20.081 (meters)      65.88  (feet)  COMP
 LV0231  MODELED GRAV-     980,151.8   (mgal)                       NAVD 88
 LV0231
 LV0231  VERT ORDER  -  FIRST     CLASS II
 LV0231
 LV0231.The horizontal coordinates were scaled from a topographic map and have
 LV0231.an estimated accuracy of +/- 6 seconds.
 LV0231.
 LV0231.The orthometric height was determined by differential leveling and
 LV0231.adjusted in December 1992.
 LV0231
 LV0231.The geoid height was determined by GEOID09.
 LV0231
 LV0231.The dynamic height is computed by dividing the NAVD 88
 LV0231.geopotential number by the normal gravity value computed on the
 LV0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0231.degrees latitude (g = 980.6199 gals.).
 LV0231
 LV0231.The modeled gravity was interpolated from observed gravity values.
 LV0231
 LV0231;                    North         East    Units  Estimated Accuracy
 LV0231;SPC CA 1     -   636,030.    1,818,240.      MT  (+/- 180 meters Scaled)
 LV0231
 LV0231                          SUPERSEDED SURVEY CONTROL
 LV0231
 LV0231  NAVD 88 (06/15/91)   20.127  (m)           66.03   (f) UNKNOWN     1 2
 LV0231  NGVD 29 (12/02/92)   19.111  (m)           62.70   (f) ADJUSTED    1 2
 LV0231
 LV0231.Superseded values are not recommended for survey control.
 LV0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0231.See file dsdata.txt to determine how the superseded data were derived.
 LV0231
 LV0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK029881(NAD 83)
 LV0231
 LV0231_MARKER: DB = BENCH MARK DISK
 LV0231_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0231_SP_SET: ABUTMENT
 LV0231_STAMPING: N 100 1931
 LV0231_MARK LOGO: CADH  
 LV0231_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0231+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0231
 LV0231  HISTORY     - Date     Condition        Report By
 LV0231  HISTORY     - 1931     MONUMENTED       CADH
 LV0231  HISTORY     - 1967     GOOD             CGS
 LV0231  HISTORY     - 19880224 GOOD             NGS
 LV0231  HISTORY     - 19920728 GOOD             NGS
 LV0231
 LV0231                          STATION DESCRIPTION
 LV0231
 LV0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0231'4.3 MI N FROM RIO DELL.
 LV0231'4.3 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0231'RIO DELL, 4.55 MILES SOUTH OF FORTUNA, IN THE TOP OF THE NORTHEAST
 LV0231'END OF THE SOUTHEAST CONCRETE CURB OF CONCRETE BRIDGE OVER VAN
 LV0231'DUZEN RIVER, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHWEST
 LV0231'LANES OF THE HIGHWAY, 0.2 FOOT NORTHEAST OF THE NORTHEAST END
 LV0231'OF THE SOUTHEAST CONCRETE GUARDRAIL, AND ABOUT 1/2 FOOT HIGHER THAN
 LV0231'THE HIGHWAY.
 LV0231
 LV0231                          STATION RECOVERY (1988)
 LV0231
 LV0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0231'RECOVERED IN GOOD CONDITION.
 LV0231
 LV0231                          STATION RECOVERY (1992)
 LV0231
 LV0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0231'7.4 KM (4.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0231'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, IN
 LV0231'THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT CURB OF A BRIDGE
 LV0231'SPANNING THE VAN DUZEN RIVER, 4.6 M (15.1 FT) SOUTHEAST OF THE CENTER
 LV0231'OF THE NORTHBOUND LANE OF THE HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE
 LV0231'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0880 ***********************************************************************
 KT0880  DESIGNATION -  N 103 CAHD
 KT0880  PID         -  KT0880
 KT0880  STATE/COUNTY-  CA/MENDOCINO
 KT0880  USGS QUAD   -  LONGVALE (1994)
 KT0880
 KT0880                         *CURRENT SURVEY CONTROL
 KT0880  ___________________________________________________________________
 KT0880* NAD 83(1986)-  39 35 16.     (N)    123 26 55.     (W)     SCALED    
 KT0880* NAVD 88     -       393.55   (+/-2cm)    1291.2    (feet)  VERTCON   
 KT0880  ___________________________________________________________________
 KT0880  GEOID HEIGHT-         -29.59  (meters)                     GEOID09
 KT0880  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0880
 KT0880.The horizontal coordinates were scaled from a topographic map and have
 KT0880.an estimated accuracy of +/- 6 seconds.
 KT0880.
 KT0880.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0880
 KT0880.The vertical order pertains to the NGVD 29 superseded value.
 KT0880
 KT0880.The geoid height was determined by GEOID09.
 KT0880
 KT0880;                    North         East    Units  Estimated Accuracy
 KT0880;SPC CA 2     -   714,250.    1,875,570.      MT  (+/- 180 meters Scaled)
 KT0880
 KT0880                          SUPERSEDED SURVEY CONTROL
 KT0880
 KT0880  NGVD 29 (??/??/92)  392.618  (m)         1288.11   (f) ADJ UNCH    1 2
 KT0880
 KT0880.Superseded values are not recommended for survey control.
 KT0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0880.See file dsdata.txt to determine how the superseded data were derived.
 KT0880
 KT0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ614821(NAD 83)
 KT0880
 KT0880_MARKER: DB = BENCH MARK DISK
 KT0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT0880_STAMPING: N 103 1931
 KT0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0880+STABILITY: SURFACE MOTION
 KT0880
 KT0880  HISTORY     - Date     Condition        Report By
 KT0880  HISTORY     - 1931     MONUMENTED       CADH
 KT0880  HISTORY     - 1967     GOOD             CGS
 KT0880
 KT0880                          STATION DESCRIPTION
 KT0880
 KT0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0880'2.6 MI N FROM LONGVALE.
 KT0880'2.5 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 KT0880'DOS RIOS ROAD AT LONGVALE, THENCE 0.1 MILE EAST ACROSS A
 KT0880'BRIDGE ON A PORTION OF THE OLD HIGHWAY, 48 FEET NORTHEAST
 KT0880'OF THE CENTER LINE OF THE OLD HIGHWAY, 360 FEET SOUTHEAST OF THE
 KT0880'EAST CORNER OF A CONCRETE BRIDGE OVER A CREEK, 9.6 FEET
 KT0880'SOUTHWEST OF THE SOUTHEAST END OF A WIRE GATE, 20 FEET EAST OF
 KT0880'A CULVERT, 4.0 FEET SOUTHWEST OF A WITNESS POST, AND SET IN
 KT0880'THE TOP OF A CONCRETE POST PROJECTING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0875 ***********************************************************************
 KT0875  DESIGNATION -  N 1081
 KT0875  PID         -  KT0875
 KT0875  STATE/COUNTY-  CA/MENDOCINO
 KT0875  USGS QUAD   -  LONGVALE (1994)
 KT0875
 KT0875                         *CURRENT SURVEY CONTROL
 KT0875  ___________________________________________________________________
 KT0875* NAD 83(1986)-  39 33 49.     (N)    123 26 02.     (W)     SCALED    
 KT0875* NAVD 88     -       378.80   (+/-2cm)    1242.8    (feet)  VERTCON   
 KT0875  ___________________________________________________________________
 KT0875  GEOID HEIGHT-         -29.58  (meters)                     GEOID09
 KT0875  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0875
 KT0875.The horizontal coordinates were scaled from a topographic map and have
 KT0875.an estimated accuracy of +/- 6 seconds.
 KT0875.
 KT0875.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0875
 KT0875.The vertical order pertains to the NGVD 29 superseded value.
 KT0875
 KT0875.The geoid height was determined by GEOID09.
 KT0875
 KT0875;                    North         East    Units  Estimated Accuracy
 KT0875;SPC CA 2     -   711,550.    1,876,790.      MT  (+/- 180 meters Scaled)
 KT0875
 KT0875                          SUPERSEDED SURVEY CONTROL
 KT0875
 KT0875  NGVD 29 (??/??/92)  377.865  (m)         1239.71   (f) ADJ UNCH    1 2
 KT0875
 KT0875.Superseded values are not recommended for survey control.
 KT0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0875.See file dsdata.txt to determine how the superseded data were derived.
 KT0875
 KT0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ627794(NAD 83)
 KT0875
 KT0875_MARKER: DB = BENCH MARK DISK
 KT0875_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0875_SP_SET: BRIDGE
 KT0875_STAMPING: N 1081 1967
 KT0875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0875
 KT0875  HISTORY     - Date     Condition        Report By
 KT0875  HISTORY     - 1967     MONUMENTED       CGS
 KT0875
 KT0875                          STATION DESCRIPTION
 KT0875
 KT0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0875'0.6 MI N FROM LONGVALE.
 KT0875'0.65 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF DOS
 KT0875'RIOS ROAD AT LONGVALE, IN THE TOP OF THE NORTHWEST END OF THE
 KT0875'NORTHEAST CONCRETE GUARDRAIL OF A BRIDGE OVER LONG VALLEY
 KT0875'CREEK, 142 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 KT0875'OLD HIGHWAY, 30 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 KT0875'2.5 FEET SOUTHEAST OF THE NORTHWEST END OF THE GUARDRAIL, AND
 KT0875'ABOUT 4 1/2 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1475 ***********************************************************************
 KT1475  DESIGNATION -  N 1082
 KT1475  PID         -  KT1475
 KT1475  STATE/COUNTY-  CA/MENDOCINO
 KT1475  USGS QUAD   -  TAN OAK PARK (1994)
 KT1475
 KT1475                         *CURRENT SURVEY CONTROL
 KT1475  ___________________________________________________________________
 KT1475* NAD 83(1986)-  39 49 42.     (N)    123 35 17.     (W)     SCALED    
 KT1475* NAVD 88     -       425.54   (+/-2cm)    1396.1    (feet)  VERTCON   
 KT1475  ___________________________________________________________________
 KT1475  GEOID HEIGHT-         -29.66  (meters)                     GEOID09
 KT1475  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1475
 KT1475.The horizontal coordinates were scaled from a topographic map and have
 KT1475.an estimated accuracy of +/- 6 seconds.
 KT1475.
 KT1475.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1475
 KT1475.The vertical order pertains to the NGVD 29 superseded value.
 KT1475
 KT1475.The geoid height was determined by GEOID09.
 KT1475
 KT1475;                    North         East    Units  Estimated Accuracy
 KT1475;SPC CA 2     -   741,150.    1,864,060.      MT  (+/- 180 meters Scaled)
 KT1475
 KT1475                          SUPERSEDED SURVEY CONTROL
 KT1475
 KT1475  NGVD 29 (??/??/92)  424.600  (m)         1393.04   (f) ADJ UNCH    1 2
 KT1475
 KT1475.Superseded values are not recommended for survey control.
 KT1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1475.See file dsdata.txt to determine how the superseded data were derived.
 KT1475
 KT1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK496088(NAD 83)
 KT1475
 KT1475_MARKER: DB = BENCH MARK DISK
 KT1475_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1475_SP_SET: BASIN
 KT1475_STAMPING: N 1082 1967
 KT1475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1475
 KT1475  HISTORY     - Date     Condition        Report By
 KT1475  HISTORY     - 1967     MONUMENTED       CGS
 KT1475  HISTORY     - 1972     GOOD             USGS
 KT1475  HISTORY     - 19870305 GOOD             CADT
 KT1475
 KT1475                          STATION DESCRIPTION
 KT1475
 KT1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1475'10.2 MI SE FROM LEGGETT.
 KT1475'10.15 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY FROM THE POST OFFICE
 KT1475'AT LEGGETT, ON THE INSIDE OF A CURVE, IN THE TOP OF THE NORTH
 KT1475'CORNER OF 4- BY 4-FOOT CONCRETE CATCH BASIN 81.99, 30 FEET
 KT1475'SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANES OF THE
 KT1475'HIGHWAY, 0.3 FEET SOUTHEAST OF STATION MARKER 81.99, AND ABOUT
 KT1475'2 FEET LOWER THAN THE HIGHWAY.
 KT1475
 KT1475                          STATION RECOVERY (1972)
 KT1475
 KT1475'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1475'RECOVERED IN GOOD CONDITION.
 KT1475
 KT1475                          STATION RECOVERY (1987)
 KT1475
 KT1475'RECOVERY NOTE BY CALTRANS 1987 (JRM)
 KT1475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1512 ***********************************************************************
 KT1512  DESIGNATION -  N 1083
 KT1512  PID         -  KT1512
 KT1512  STATE/COUNTY-  CA/MENDOCINO
 KT1512  USGS QUAD   -  PIERCY (1994)
 KT1512
 KT1512                         *CURRENT SURVEY CONTROL
 KT1512  ___________________________________________________________________
 KT1512* NAD 83(1986)-  39 57 03.     (N)    123 46 48.     (W)     SCALED    
 KT1512* NAVD 88     -       206.882  (meters)     678.75   (feet)  ADJUSTED  
 KT1512  ___________________________________________________________________
 KT1512  GEOID HEIGHT-         -30.26  (meters)                     GEOID09
 KT1512  DYNAMIC HT  -         206.769 (meters)     678.37  (feet)  COMP
 KT1512  MODELED GRAV-     980,073.4   (mgal)                       NAVD 88
 KT1512
 KT1512  VERT ORDER  -  FIRST     CLASS II
 KT1512
 KT1512.The horizontal coordinates were scaled from a topographic map and have
 KT1512.an estimated accuracy of +/- 6 seconds.
 KT1512.
 KT1512.The orthometric height was determined by differential leveling and
 KT1512.adjusted in June 1991.
 KT1512
 KT1512.The geoid height was determined by GEOID09.
 KT1512
 KT1512.The dynamic height is computed by dividing the NAVD 88
 KT1512.geopotential number by the normal gravity value computed on the
 KT1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1512.degrees latitude (g = 980.6199 gals.).
 KT1512
 KT1512.The modeled gravity was interpolated from observed gravity values.
 KT1512
 KT1512;                    North         East    Units  Estimated Accuracy
 KT1512;SPC CA 2     -   755,060.    1,847,900.      MT  (+/- 180 meters Scaled)
 KT1512
 KT1512                          SUPERSEDED SURVEY CONTROL
 KT1512
 KT1512  NGVD 29 (12/02/92)  205.966  (m)          675.74   (f) ADJUSTED    1 2
 KT1512
 KT1512.Superseded values are not recommended for survey control.
 KT1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1512.See file dsdata.txt to determine how the superseded data were derived.
 KT1512
 KT1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK333225(NAD 83)
 KT1512
 KT1512_MARKER: DB = BENCH MARK DISK
 KT1512_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KT1512_SP_SET: HEADWALL
 KT1512_STAMPING: N 1083 1967
 KT1512_MARK LOGO: CGS   
 KT1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1512+STABILITY: SURFACE MOTION
 KT1512
 KT1512  HISTORY     - Date     Condition        Report By
 KT1512  HISTORY     - 1967     MONUMENTED       CGS
 KT1512  HISTORY     - 1972     GOOD             USGS
 KT1512  HISTORY     - 19880401 GOOD             NGS
 KT1512
 KT1512                          STATION DESCRIPTION
 KT1512
 KT1512'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1512'2.8 MI S FROM PIERCY.
 KT1512'2.8 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1512'AT PIERCY, ON THE INSIDE OF A CURVE, IN THE TOP AND 0.9 FOOT
 KT1512'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD
 KT1512'WALL OF 18-INCH PIPE CULVERT 102.49, 34 FEET SOUTHEAST OF THE CENTER
 KT1512'LINE OF THE HIGHWAY.
 KT1512
 KT1512                          STATION RECOVERY (1972)
 KT1512
 KT1512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1512'RECOVERED IN GOOD CONDITION.
 KT1512
 KT1512                          STATION RECOVERY (1988)
 KT1512
 KT1512'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1512'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.9 KM (9.25
 KT1512'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 KT1512'HIGHWAY 1 IN LEGGETT, THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG STATE
 KT1512'HIGHWAY 271.  NOTE--THE CULVERT MENTIONED IN THE ORIGINAL DESCRIPTION
 KT1512'IS NOW NUMBERED 17.54.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1266 ***********************************************************************
 LU1266  DESIGNATION -  N 1084
 LU1266  PID         -  LU1266
 LU1266  STATE/COUNTY-  CA/HUMBOLDT
 LU1266  USGS QUAD   -  MIRANDA (1970)
 LU1266
 LU1266                         *CURRENT SURVEY CONTROL
 LU1266  ___________________________________________________________________
 LU1266* NAD 83(1986)-  40 08 08.     (N)    123 48 55.     (W)     SCALED    
 LU1266* NAVD 88     -        91.775  (meters)     301.10   (feet)  ADJUSTED  
 LU1266  ___________________________________________________________________
 LU1266  GEOID HEIGHT-         -30.49  (meters)                     GEOID09
 LU1266  DYNAMIC HT  -          91.724 (meters)     300.93  (feet)  COMP
 LU1266  MODELED GRAV-     980,063.1   (mgal)                       NAVD 88
 LU1266
 LU1266  VERT ORDER  -  FIRST     CLASS II
 LU1266
 LU1266.The horizontal coordinates were scaled from a topographic map and have
 LU1266.an estimated accuracy of +/- 6 seconds.
 LU1266.
 LU1266.The orthometric height was determined by differential leveling and
 LU1266.adjusted in December 1992.
 LU1266
 LU1266.The geoid height was determined by GEOID09.
 LU1266
 LU1266.The dynamic height is computed by dividing the NAVD 88
 LU1266.geopotential number by the normal gravity value computed on the
 LU1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1266.degrees latitude (g = 980.6199 gals.).
 LU1266
 LU1266.The modeled gravity was interpolated from observed gravity values.
 LU1266
 LU1266;                    North         East    Units  Estimated Accuracy
 LU1266;SPC CA 1     -   590,680.    1,845,310.      MT  (+/- 180 meters Scaled)
 LU1266
 LU1266                          SUPERSEDED SURVEY CONTROL
 LU1266
 LU1266  NAVD 88 (06/15/91)   91.778  (m)          301.11   (f) UNKNOWN     1 2
 LU1266  NGVD 29 (12/02/92)   90.846  (m)          298.05   (f) ADJUSTED    1 2
 LU1266
 LU1266.Superseded values are not recommended for survey control.
 LU1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1266.See file dsdata.txt to determine how the superseded data were derived.
 LU1266
 LU1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK305431(NAD 83)
 LU1266
 LU1266_MARKER: DB = BENCH MARK DISK
 LU1266_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1266_SP_SET: HEADWALL
 LU1266_STAMPING: N 1084 1967
 LU1266_MARK LOGO: CGS   
 LU1266_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1266+STABILITY: SURFACE MOTION
 LU1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1266+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1266
 LU1266  HISTORY     - Date     Condition        Report By
 LU1266  HISTORY     - 1967     MONUMENTED       CGS
 LU1266  HISTORY     - 19880329 GOOD             NGS
 LU1266  HISTORY     - 19920729 GOOD             NGS
 LU1266
 LU1266                          STATION DESCRIPTION
 LU1266
 LU1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1266'4 MI N FROM GARBERVILLE.
 LU1266'4.0 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1266'GARBERVILLE, IN HOLBROOK GROVE STATE PARK, IN THE TOP AND 1.0
 LU1266'FOOT SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD
 LU1266'WALL OF 18-INCH PIPE CULVERT B 208+40, 17 FEET SOUTHEAST OF THE
 LU1266'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LU1266
 LU1266                          STATION RECOVERY (1988)
 LU1266
 LU1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1266'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 LU1266'CHANGE--U.S. HIGHWAY 101 TO REDWOOD DRIVE.
 LU1266
 LU1266                          STATION RECOVERY (1992)
 LU1266
 LU1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1266'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1266'OFFICE IN GARBERVILLE, THENCE 6.6 KM (4.10 MI) NORTHERLY ALONG
 LU1266'REDWOOD DRIVE, IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE
 LU1266'NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT, IN
 LU1266'HOLBROOK GROVE STATE PARK, 11.5 M (37.7 FT) SOUTHEAST OF UTILITY POLE
 LU1266'NUMBER 1166538 WITH 1 GUY CABLE, AND 5.2 M (17.1 FT) SOUTHEAST OF AND
 LU1266'LEVEL WITH THE DRIVE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1303 ***********************************************************************
 LU1303  DESIGNATION -  N 1085
 LU1303  PID         -  LU1303
 LU1303  STATE/COUNTY-  CA/HUMBOLDT
 LU1303  USGS QUAD   -  WEOTT (1969)
 LU1303
 LU1303                         *CURRENT SURVEY CONTROL
 LU1303  ___________________________________________________________________
 LU1303* NAD 83(1986)-  40 17 57.     (N)    123 53 31.     (W)     SCALED    
 LU1303* NAVD 88     -       108.011  (meters)     354.37   (feet)  ADJUSTED  
 LU1303  ___________________________________________________________________
 LU1303  GEOID HEIGHT-         -30.49  (meters)                     GEOID09
 LU1303  DYNAMIC HT  -         107.955 (meters)     354.18  (feet)  COMP
 LU1303  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 LU1303
 LU1303  VERT ORDER  -  FIRST     CLASS II
 LU1303
 LU1303.The horizontal coordinates were scaled from a topographic map and have
 LU1303.an estimated accuracy of +/- 6 seconds.
 LU1303.
 LU1303.The orthometric height was determined by differential leveling and
 LU1303.adjusted in December 1992.
 LU1303
 LU1303.The geoid height was determined by GEOID09.
 LU1303
 LU1303.The dynamic height is computed by dividing the NAVD 88
 LU1303.geopotential number by the normal gravity value computed on the
 LU1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1303.degrees latitude (g = 980.6199 gals.).
 LU1303
 LU1303.The modeled gravity was interpolated from observed gravity values.
 LU1303
 LU1303;                    North         East    Units  Estimated Accuracy
 LU1303;SPC CA 1     -   608,980.    1,839,170.      MT  (+/- 180 meters Scaled)
 LU1303
 LU1303                          SUPERSEDED SURVEY CONTROL
 LU1303
 LU1303  NAVD 88 (06/15/91)  108.006  (m)          354.35   (f) UNKNOWN     1 2
 LU1303  NGVD 29 (12/02/92)  107.064  (m)          351.26   (f) ADJUSTED    1 2
 LU1303
 LU1303.Superseded values are not recommended for survey control.
 LU1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1303.See file dsdata.txt to determine how the superseded data were derived.
 LU1303
 LU1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK241613(NAD 83)
 LU1303
 LU1303_MARKER: DB = BENCH MARK DISK
 LU1303_SETTING: 80 = SET IN A BOULDER
 LU1303_SP_SET: IN DRILL HOLE IN A BOULDER
 LU1303_STAMPING: N 1085 1967
 LU1303_MARK LOGO: CGS   
 LU1303_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1303+STABILITY: SURFACE MOTION
 LU1303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1303+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LU1303
 LU1303  HISTORY     - Date     Condition        Report By
 LU1303  HISTORY     - 1967     MONUMENTED       CGS
 LU1303  HISTORY     - 19880325 GOOD             NGS
 LU1303  HISTORY     - 19920730 GOOD             NGS
 LU1303
 LU1303                          STATION DESCRIPTION
 LU1303
 LU1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1303'3 MI N FROM MYERS FLAT.
 LU1303'3.0 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1303'OVERPASS AT MYERS FLAT, ABOUT THE CENTER OF A 6-FOOT-HIGH CUT
 LU1303'BANK, AT THE NORTH END OF A TANGENT, IN THE TOP OF A 6- BY 8-FOOT
 LU1303'SANDSTONE BOULDER PROJECTING ABOUT 3 FEET, 38 FEET WEST OF THE
 LU1303'CENTER LINE OF THE HIGHWAY, 12 FEET WEST OF THE WEST CURB OF
 LU1303'THE HIGHWAY, 5.0 FEET NORTHEAST OF A WITNESS POST, AND ABOUT
 LU1303'6 FEET HIGHER THAN THE HIGHWAY.
 LU1303
 LU1303                          STATION RECOVERY (1988)
 LU1303
 LU1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1303'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  30.6 KM (19.00
 LU1303'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1303'GARBERVILLE.
 LU1303
 LU1303                          STATION RECOVERY (1992)
 LU1303
 LU1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1303'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1303'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1303'REDWOOD DRIVE, THENCE 31.4 KM (19.50 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1303'101, IN A 6 BY 8-FOOT SANDSTONE BOULDER THAT PROJECTS 36-INCHES ABOVE
 LU1303'THE GROUND SURFACE AND IS NEAR THE CENTER OF A HIGHWAY CUT, 11.6 M
 LU1303'(38.1 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 LU1303'HIGHWAY, 1.5 M (4.9 FT) NORTHEAST OF A WITNESS POST, AND 1.5 M
 LU1303'(4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0391 ***********************************************************************
 LV0391  DESIGNATION -  N 1086
 LV0391  PID         -  LV0391
 LV0391  STATE/COUNTY-  CA/HUMBOLDT
 LV0391  USGS QUAD   -  SCOTIA (1970)
 LV0391
 LV0391                         *CURRENT SURVEY CONTROL
 LV0391  ___________________________________________________________________
 LV0391* NAD 83(1986)-  40 28 04.     (N)    124 05 45.     (W)     SCALED    
 LV0391* NAVD 88     -        41.29   (+/-2cm)     135.5    (feet)  VERTCON   
 LV0391  ___________________________________________________________________
 LV0391  GEOID HEIGHT-         -30.76  (meters)                     GEOID09
 LV0391  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0391
 LV0391.The horizontal coordinates were scaled from a topographic map and have
 LV0391.an estimated accuracy of +/- 6 seconds.
 LV0391.
 LV0391.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0391
 LV0391.The vertical order pertains to the NGVD 29 superseded value.
 LV0391
 LV0391.The geoid height was determined by GEOID09.
 LV0391
 LV0391;                    North         East    Units  Estimated Accuracy
 LV0391;SPC CA 1     -   628,090.    1,822,290.      MT  (+/- 180 meters Scaled)
 LV0391
 LV0391                          SUPERSEDED SURVEY CONTROL
 LV0391
 LV0391  NGVD 29 (??/??/??)   40.314  (m)          132.26   (f) ADJUSTED    1 2
 LV0391
 LV0391.Superseded values are not recommended for survey control.
 LV0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0391.See file dsdata.txt to determine how the superseded data were derived.
 LV0391
 LV0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK071802(NAD 83)
 LV0391
 LV0391_MARKER: DB = BENCH MARK DISK
 LV0391_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0391_SP_SET: CULVERT
 LV0391_STAMPING: N 1086 1967
 LV0391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0391
 LV0391  HISTORY     - Date     Condition        Report By
 LV0391  HISTORY     - 1967     MONUMENTED       CGS
 LV0391  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0391
 LV0391                          STATION DESCRIPTION
 LV0391
 LV0391'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0391'1.6 MI S FROM SCOTIA.
 LV0391'1.55 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE SOUTH END OF THE
 LV0391'EEL RIVER AT SCOTIA, 0.6 MILE SOUTH OF BENCH MARK P 1086, 0.3
 LV0391'MILE SOUTHEAST OF THE EXIT TO SCOTIA, IN THE TOP AND 0.4 FOOT
 LV0391'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD
 LV0391'WALL OF 24-INCH PIPE CULVERT 50.62, ABOUT 40 FEET WEST OF THE
 LV0391'WEST CORNER OF A HOUSE, 21 FEET NORTHEAST OF THE CENTER LINE OF
 LV0391'THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 LV0391
 LV0391                          STATION RECOVERY (1988)
 LV0391
 LV0391'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0391'THERE IS A NEW CATCH BASIN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0257 ***********************************************************************
 LV0257  DESIGNATION -  N 1087
 LV0257  PID         -  LV0257
 LV0257  STATE/COUNTY-  CA/HUMBOLDT
 LV0257  USGS QUAD   -  FIELDS LANDING (1972)
 LV0257
 LV0257                         *CURRENT SURVEY CONTROL
 LV0257  ___________________________________________________________________
 LV0257* NAD 83(1986)-  40 42 49.     (N)    124 12 46.     (W)     SCALED    
 LV0257* NAVD 88     -         6.83   (+/-2cm)      22.4    (feet)  VERTCON   
 LV0257  ___________________________________________________________________
 LV0257  GEOID HEIGHT-         -30.95  (meters)                     GEOID09
 LV0257  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0257
 LV0257.The horizontal coordinates were scaled from a topographic map and have
 LV0257.an estimated accuracy of +/- 6 seconds.
 LV0257.
 LV0257.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0257
 LV0257.The vertical order pertains to the NGVD 29 superseded value.
 LV0257
 LV0257.The geoid height was determined by GEOID09.
 LV0257
 LV0257;                    North         East    Units  Estimated Accuracy
 LV0257;SPC CA 1     -   655,620.    1,813,060.      MT  (+/- 180 meters Scaled)
 LV0257
 LV0257                          SUPERSEDED SURVEY CONTROL
 LV0257
 LV0257  NGVD 29 (??/??/??)    5.828  (m)           19.12   (f) ADJUSTED    1 2
 LV0257
 LV0257.Superseded values are not recommended for survey control.
 LV0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0257.See file dsdata.txt to determine how the superseded data were derived.
 LV0257
 LV0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL975076(NAD 83)
 LV0257
 LV0257_MARKER: DB = BENCH MARK DISK
 LV0257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0257_SP_SET: BASIN
 LV0257_STAMPING: N 1087 1967
 LV0257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0257
 LV0257  HISTORY     - Date     Condition        Report By
 LV0257  HISTORY     - 1967     MONUMENTED       CGS
 LV0257  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0257
 LV0257                          STATION DESCRIPTION
 LV0257
 LV0257'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0257'7.4 MI S FROM EUREKA.
 LV0257'7.4 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0257'EUREKA, 0.2 MILE NORTH OF THE EXIT FOR TOMPKINS ROAD, IN THE TOP
 LV0257'OF THE SOUTH CONCRETE WALL OF 4- BY 4-FOOT CONCRETE CATCH BASIN
 LV0257'71.16, BETWEEN THE LANES OF THE HIGHWAY, 24 FEET WEST OF THE
 LV0257'CENTER LINE OF THE EAST LANES, 22 FEET EAST OF THE CENTER LINE
 LV0257'OF THE WEST LANES, AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0257
 LV0257                          STATION RECOVERY (1988)
 LV0257
 LV0257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0257'THERE IS A NEW CATCH BASIN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0150 ***********************************************************************
 LV0150  DESIGNATION -  N 1088
 LV0150  PID         -  LV0150
 LV0150  STATE/COUNTY-  CA/HUMBOLDT
 LV0150  USGS QUAD   -  CRANNELL (1975)
 LV0150
 LV0150                         *CURRENT SURVEY CONTROL
 LV0150  ___________________________________________________________________
 LV0150* NAD 83(1986)-  41 02 06.     (N)    124 06 43.     (W)     SCALED    
 LV0150* NAVD 88     -        84.554  (meters)     277.41   (feet)  ADJUSTED  
 LV0150  ___________________________________________________________________
 LV0150  GEOID HEIGHT-         -29.95  (meters)                     GEOID09
 LV0150  DYNAMIC HT  -          84.520 (meters)     277.30  (feet)  COMP
 LV0150  MODELED GRAV-     980,222.9   (mgal)                       NAVD 88
 LV0150
 LV0150  VERT ORDER  -  FIRST     CLASS II
 LV0150
 LV0150.The horizontal coordinates were scaled from a topographic map and have
 LV0150.an estimated accuracy of +/- 6 seconds.
 LV0150.
 LV0150.The orthometric height was determined by differential leveling and
 LV0150.adjusted in June 1991.
 LV0150
 LV0150.The geoid height was determined by GEOID09.
 LV0150
 LV0150.The dynamic height is computed by dividing the NAVD 88
 LV0150.geopotential number by the normal gravity value computed on the
 LV0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0150.degrees latitude (g = 980.6199 gals.).
 LV0150
 LV0150.The modeled gravity was interpolated from observed gravity values.
 LV0150
 LV0150;                    North         East    Units  Estimated Accuracy
 LV0150;SPC CA 1     -   691,090.    1,822,440.      MT  (+/- 180 meters Scaled)
 LV0150
 LV0150                          SUPERSEDED SURVEY CONTROL
 LV0150
 LV0150  NGVD 29 (12/02/92)   83.521  (m)          274.02   (f) ADJUSTED    1 2
 LV0150
 LV0150.Superseded values are not recommended for survey control.
 LV0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0150.See file dsdata.txt to determine how the superseded data were derived.
 LV0150
 LV0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL065432(NAD 83)
 LV0150
 LV0150_MARKER: DB = BENCH MARK DISK
 LV0150_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0150_SP_SET: PIER
 LV0150_STAMPING: N 1088 1967
 LV0150_MARK LOGO: CGS   
 LV0150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0150+STABILITY: POSITION/ELEVATION WELL
 LV0150
 LV0150  HISTORY     - Date     Condition        Report By
 LV0150  HISTORY     - 1967     MONUMENTED       CGS
 LV0150  HISTORY     - 1988     GOOD             NGS
 LV0150
 LV0150                          STATION DESCRIPTION
 LV0150
 LV0150'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0150'2.4 MI S FROM TRINIDAD.
 LV0150'2.35 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM TRINIDAD UNDERPASS
 LV0150'AT TRINIDAD, AT HIGHWAY MILEAGE 98.35, SET VERTICALLY IN THE
 LV0150'SOUTHEAST FACE OF THE SOUTH CONCRETE PIER FOR SIXTH AVENUE
 LV0150'OVERPASS NO. 4.57, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LV0150'NORTHEAST LANES OF THE HIGHWAY, AND ABOUT 2 1/2 FEET HIGHER THAN
 LV0150'THE HIGHWAY.
 LV0150
 LV0150                          STATION RECOVERY (1988)
 LV0150
 LV0150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0182 ***********************************************************************
 LV0182  DESIGNATION -  N 1089
 LV0182  PID         -  LV0182
 LV0182  STATE/COUNTY-  CA/HUMBOLDT
 LV0182  USGS QUAD   -  ORICK (1975)
 LV0182
 LV0182                         *CURRENT SURVEY CONTROL
 LV0182  ___________________________________________________________________
 LV0182* NAD 83(1986)-  41 17 13.     (N)    124 04 59.     (W)     SCALED    
 LV0182* NAVD 88     -         6.380  (meters)      20.93   (feet)  ADJUSTED  
 LV0182  ___________________________________________________________________
 LV0182  GEOID HEIGHT-         -29.41  (meters)                     GEOID09
 LV0182  DYNAMIC HT  -           6.377 (meters)      20.92  (feet)  COMP
 LV0182  MODELED GRAV-     980,248.6   (mgal)                       NAVD 88
 LV0182
 LV0182  VERT ORDER  -  FIRST     CLASS II
 LV0182
 LV0182.The horizontal coordinates were scaled from a topographic map and have
 LV0182.an estimated accuracy of +/- 6 seconds.
 LV0182.
 LV0182.The orthometric height was determined by differential leveling and
 LV0182.adjusted in June 1991.
 LV0182
 LV0182.The geoid height was determined by GEOID09.
 LV0182
 LV0182.The dynamic height is computed by dividing the NAVD 88
 LV0182.geopotential number by the normal gravity value computed on the
 LV0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0182.degrees latitude (g = 980.6199 gals.).
 LV0182
 LV0182.The modeled gravity was interpolated from observed gravity values.
 LV0182
 LV0182;                    North         East    Units  Estimated Accuracy
 LV0182;SPC CA 1     -   719,000.    1,825,530.      MT  (+/- 180 meters Scaled)
 LV0182
 LV0182                          SUPERSEDED SURVEY CONTROL
 LV0182
 LV0182  NGVD 29 (12/02/92)    5.344  (m)           17.53   (f) ADJUSTED    1 2
 LV0182
 LV0182.Superseded values are not recommended for survey control.
 LV0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0182.See file dsdata.txt to determine how the superseded data were derived.
 LV0182
 LV0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL093711(NAD 83)
 LV0182
 LV0182_MARKER: DB = BENCH MARK DISK
 LV0182_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0182_SP_SET: HEADWALL
 LV0182_STAMPING: N 1089 1967
 LV0182_MARK LOGO: CGS   
 LV0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0182+STABILITY: SURFACE MOTION
 LV0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0182+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2011
 LV0182
 LV0182  HISTORY     - Date     Condition        Report By
 LV0182  HISTORY     - 1967     MONUMENTED       CGS
 LV0182  HISTORY     - 1988     GOOD             NGS
 LV0182  HISTORY     - 20110719 GOOD             ATKNA
 LV0182
 LV0182                          STATION DESCRIPTION
 LV0182
 LV0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0182'1.6 MI SW FROM ORICK.
 LV0182'1.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 LV0182'AT ORICK, AT THE CROSSING OF A FARM ROAD, IN THE TOP OF THE
 LV0182'CENTER OF THE SOUTHEAST CONCRETE HEAD WALL OF STOCK UNDERPASS
 LV0182'119.68, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 LV0182'36 FEET NORTHEAST OF THE CENTER LINE OF A DRIVEWAY SOUTHEAST TO
 LV0182'A FARMHOUSE, AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0182
 LV0182                          STATION RECOVERY (1988)
 LV0182
 LV0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0182'RECOVERED IN GOOD CONDITION.
 LV0182
 LV0182                          STATION RECOVERY (2011)
 LV0182
 LV0182'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2011 (DWD)
 LV0182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0080 ***********************************************************************
 LV0080  DESIGNATION -  N 1090
 LV0080  PID         -  LV0080
 LV0080  STATE/COUNTY-  CA/DEL NORTE
 LV0080  USGS QUAD   -  CHILDS HILL (1975)
 LV0080
 LV0080                         *CURRENT SURVEY CONTROL
 LV0080  ___________________________________________________________________
 LV0080* NAD 83(1986)-  41 39 37.     (N)    124 06 57.     (W)     SCALED    
 LV0080* NAVD 88     -       285.554  (meters)     936.86   (feet)  ADJUSTED  
 LV0080  ___________________________________________________________________
 LV0080  GEOID HEIGHT-         -28.57  (meters)                     GEOID09
 LV0080  DYNAMIC HT  -         285.439 (meters)     936.48  (feet)  COMP
 LV0080  MODELED GRAV-     980,216.0   (mgal)                       NAVD 88
 LV0080
 LV0080  VERT ORDER  -  FIRST     CLASS II
 LV0080
 LV0080.The horizontal coordinates were scaled from a topographic map and have
 LV0080.an estimated accuracy of +/- 6 seconds.
 LV0080.
 LV0080.The orthometric height was determined by differential leveling and
 LV0080.adjusted in June 1991.
 LV0080
 LV0080.The geoid height was determined by GEOID09.
 LV0080
 LV0080.The dynamic height is computed by dividing the NAVD 88
 LV0080.geopotential number by the normal gravity value computed on the
 LV0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0080.degrees latitude (g = 980.6199 gals.).
 LV0080
 LV0080.The modeled gravity was interpolated from observed gravity values.
 LV0080
 LV0080;                    North         East    Units  Estimated Accuracy
 LV0080;SPC CA 1     -   760,520.    1,823,790.      MT  (+/- 180 meters Scaled)
 LV0080
 LV0080                          SUPERSEDED SURVEY CONTROL
 LV0080
 LV0080  NGVD 29 (12/02/92)  284.520  (m)          933.46   (f) ADJUSTED    1 2
 LV0080
 LV0080.Superseded values are not recommended for survey control.
 LV0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0080.See file dsdata.txt to determine how the superseded data were derived.
 LV0080
 LV0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM070126(NAD 83)
 LV0080
 LV0080_MARKER: DB = BENCH MARK DISK
 LV0080_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0080_SP_SET: CATCH BASIN
 LV0080_STAMPING: N 1090 1967
 LV0080_MARK LOGO: CGS   
 LV0080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0080
 LV0080  HISTORY     - Date     Condition        Report By
 LV0080  HISTORY     - 1967     MONUMENTED       CGS
 LV0080  HISTORY     - 1988     GOOD             NGS
 LV0080
 LV0080                          STATION DESCRIPTION
 LV0080
 LV0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0080'9.4 MI S FROM CRESCENT CITY.
 LV0080'9.35 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0080'OF FRONT STREET AT CRESCENT CITY, AT THE NORTH END OF A PASSING
 LV0080'LANE, IN THE TOP OF THE NORTHWEST CORNER OF 3- BY 3-FOOT CONCRETE
 LV0080'CATCH BASIN 16.93, 20 FEET EAST OF THE CENTER LINE OF THE
 LV0080'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0080
 LV0080                          STATION RECOVERY (1988)
 LV0080
 LV0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0190 ***********************************************************************
 LV0190  DESIGNATION -  N 1091
 LV0190  PID         -  LV0190
 LV0190  STATE/COUNTY-  CA/HUMBOLDT
 LV0190  USGS QUAD   -  FERN CANYON (1966)
 LV0190
 LV0190                         *CURRENT SURVEY CONTROL
 LV0190  ___________________________________________________________________
 LV0190* NAD 83(1986)-  41 26 56.     (N)    124 02 17.     (W)     SCALED    
 LV0190* NAVD 88     -       253.117  (meters)     830.43   (feet)  POSTED    
 LV0190  ___________________________________________________________________
 LV0190  GEOID HEIGHT-         -28.92  (meters)                     GEOID09
 LV0190  DYNAMIC HT  -         253.01  (meters)     830.1   (feet)  COMP
 LV0190  MODELED GRAV-     980,197.7   (mgal)                       NAVD 88
 LV0190
 LV0190  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 LV0190
 LV0190.The horizontal coordinates were scaled from a topographic map and have
 LV0190.an estimated accuracy of +/- 6 seconds.
 LV0190.
 LV0190.The orthometric height was determined by differential leveling
 LV0190.and adjusted by the  in 1992.
 LV0190
 LV0190.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 LV0190.rate of 3.1 thru 4.0 mm/km.
 LV0190
 LV0190.The geoid height was determined by GEOID09.
 LV0190
 LV0190.The dynamic height is computed by dividing the NAVD 88
 LV0190.geopotential number by the normal gravity value computed on the
 LV0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0190.degrees latitude (g = 980.6199 gals.).
 LV0190
 LV0190.The modeled gravity was interpolated from observed gravity values.
 LV0190
 LV0190;                    North         East    Units  Estimated Accuracy
 LV0190;SPC CA 1     -   736,890.    1,829,720.      MT  (+/- 180 meters Scaled)
 LV0190
 LV0190                          SUPERSEDED SURVEY CONTROL
 LV0190
 LV0190  NGVD 29 (??/??/??)  252.074  (m)          827.01   (f) ADJUSTED    1 2
 LV0190
 LV0190.Superseded values are not recommended for survey control.
 LV0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0190.See file dsdata.txt to determine how the superseded data were derived.
 LV0190
 LV0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL132891(NAD 83)
 LV0190
 LV0190_MARKER: DB = BENCH MARK DISK
 LV0190_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0190_SP_SET: CATCH BASIN
 LV0190_STAMPING: N 1091 1967
 LV0190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0190
 LV0190  HISTORY     - Date     Condition        Report By
 LV0190  HISTORY     - 1967     MONUMENTED       CGS
 LV0190  HISTORY     - 1973     GOOD
 LV0190  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0190
 LV0190                          STATION DESCRIPTION
 LV0190
 LV0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0190'12.1 MI N FROM ORICK.
 LV0190'12.1 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0190'ORICK, 0.2 MILE SOUTH OF THE JUNCTION OF A LOGGING ROAD
 LV0190'EAST, ON THE INSIDE OF A CURVE, IN THE TOP OF THE WEST
 LV0190'CONCRETE WALL OF 3- BY 4-FOOT CONCRETE CATCH BASIN 133.48,
 LV0190'13 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 LV0190'1 FOOT LOWER THAN THE HIGHWAY.
 LV0190
 LV0190                          STATION RECOVERY (1973)
 LV0190
 LV0190'RECOVERED 1973
 LV0190'RECOVERED IN GOOD CONDITION.
 LV0190
 LV0190                          STATION RECOVERY (1988)
 LV0190
 LV0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0190'THERE IS A NEW STORM DRAIN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0302 ***********************************************************************
 LV0302  DESIGNATION -  N 735
 LV0302  PID         -  LV0302
 LV0302  STATE/COUNTY-  CA/HUMBOLDT
 LV0302  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0302
 LV0302                         *CURRENT SURVEY CONTROL
 LV0302  ___________________________________________________________________
 LV0302* NAD 83(1986)-  40 52 01.     (N)    124 05 04.     (W)     SCALED    
 LV0302* NAVD 88     -        11.115  (meters)      36.47   (feet)  ADJUSTED  
 LV0302  ___________________________________________________________________
 LV0302  GEOID HEIGHT-         -30.20  (meters)                     GEOID09
 LV0302  DYNAMIC HT  -          11.110 (meters)      36.45  (feet)  COMP
 LV0302  MODELED GRAV-     980,207.8   (mgal)                       NAVD 88
 LV0302
 LV0302  VERT ORDER  -  FIRST     CLASS II
 LV0302
 LV0302.The horizontal coordinates were scaled from a topographic map and have
 LV0302.an estimated accuracy of +/- 6 seconds.
 LV0302.
 LV0302.The orthometric height was determined by differential leveling and
 LV0302.adjusted in June 1991.
 LV0302
 LV0302.The geoid height was determined by GEOID09.
 LV0302
 LV0302.The dynamic height is computed by dividing the NAVD 88
 LV0302.geopotential number by the normal gravity value computed on the
 LV0302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0302.degrees latitude (g = 980.6199 gals.).
 LV0302
 LV0302.The modeled gravity was interpolated from observed gravity values.
 LV0302
 LV0302;                    North         East    Units  Estimated Accuracy
 LV0302;SPC CA 1     -   672,380.    1,824,310.      MT  (+/- 180 meters Scaled)
 LV0302
 LV0302                          SUPERSEDED SURVEY CONTROL
 LV0302
 LV0302  NGVD 29 (12/02/92)   10.091  (m)           33.11   (f) ADJUSTED    1 2
 LV0302
 LV0302.Superseded values are not recommended for survey control.
 LV0302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0302.See file dsdata.txt to determine how the superseded data were derived.
 LV0302
 LV0302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL086245(NAD 83)
 LV0302
 LV0302_MARKER: DB = BENCH MARK DISK
 LV0302_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LV0302+WITH SETTING: PAVEMENT
 LV0302_SP_SET: STEP
 LV0302_STAMPING: N 735 1944
 LV0302_MARK LOGO: CGS   
 LV0302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0302+STABILITY: SURFACE MOTION
 LV0302
 LV0302  HISTORY     - Date     Condition        Report By
 LV0302  HISTORY     - 1944     MONUMENTED       CGS
 LV0302  HISTORY     - 1967     GOOD             CGS
 LV0302  HISTORY     - 19880216 GOOD             NGS
 LV0302
 LV0302                          STATION DESCRIPTION
 LV0302
 LV0302'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0302'AT ARCATA.
 LV0302'AT ARCATA, AT THE CITY PARK, IN THE BOTTOM STEP OF THE
 LV0302'GRANITE FOUNDATION OF A MONUMENT WHICH IS IN ABOUT THE CENTER
 LV0302'OF THE PARK, 6 FEET WEST OF THE WEST BASE OF THE MONUMENT, 125
 LV0302'FEET WEST OF THE WEST CURB OF G STREET, AND ABOUT 1/2 FOOT
 LV0302'HIGHER THAN THE CONCRETE WALK AROUND THE MONUMENT.
 LV0302
 LV0302                          STATION RECOVERY (1988)
 LV0302
 LV0302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0223 ***********************************************************************
 LV0223  DESIGNATION -  O 33
 LV0223  PID         -  LV0223
 LV0223  STATE/COUNTY-  CA/HUMBOLDT
 LV0223  USGS QUAD   -  HYDESVILLE (1979)
 LV0223
 LV0223                         *CURRENT SURVEY CONTROL
 LV0223  ___________________________________________________________________
 LV0223* NAD 83(1986)-  40 30 29.     (N)    124 07 08.     (W)     SCALED    
 LV0223* NAVD 88     -        34.16   (+/-2cm)     112.1    (feet)  VERTCON   
 LV0223  ___________________________________________________________________
 LV0223  GEOID HEIGHT-         -30.89  (meters)                     GEOID09
 LV0223  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0223
 LV0223.The horizontal coordinates were scaled from a topographic map and have
 LV0223.an estimated accuracy of +/- 6 seconds.
 LV0223.
 LV0223.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0223
 LV0223.The vertical order pertains to the NGVD 29 superseded value.
 LV0223
 LV0223.The geoid height was determined by GEOID09.
 LV0223
 LV0223;                    North         East    Units  Estimated Accuracy
 LV0223;SPC CA 1     -   632,610.    1,820,440.      MT  (+/- 180 meters Scaled)
 LV0223
 LV0223                          SUPERSEDED SURVEY CONTROL
 LV0223
 LV0223  NGVD 29 (??/??/??)   33.176  (m)          108.84   (f) ADJUSTED    1 2
 LV0223
 LV0223.Superseded values are not recommended for survey control.
 LV0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0223.See file dsdata.txt to determine how the superseded data were derived.
 LV0223
 LV0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK052847(NAD 83)
 LV0223
 LV0223_MARKER: DD = SURVEY DISK
 LV0223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0223_SP_SET: BRIDGE
 LV0223_STAMPING: 033 H1F
 LV0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0223
 LV0223  HISTORY     - Date     Condition        Report By
 LV0223  HISTORY     - UNK      MONUMENTED       CADH
 LV0223  HISTORY     - 1967     GOOD             CGS
 LV0223  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0223
 LV0223                          STATION DESCRIPTION
 LV0223
 LV0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0223'1.3 MI N FROM RIO DELL.
 LV0223'1.3 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0223'RIO DELL, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 LV0223'CONCRETE CURB OF BRIDGE 4-16 OVER EEL RIVER, 24 FEET SOUTHWEST OF
 LV0223'THE CENTER LINE OF THE HIGHWAY, 4.0 FEET SOUTHEAST OF THE
 LV0223'SOUTHEAST END OF THE SOUTHWEST CONCRETE GUARDRAIL, AND ABOUT
 LV0223'1 FOOT HIGHER THAN THE HIGHWAY.
 LV0223
 LV0223                          STATION RECOVERY (1988)
 LV0223
 LV0223'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0223'THE BRIDGE HAS BEEN DISMANTLED AND A NEW BRIDGE IS PRESENTLY BEING
 LV0223'ERECTED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0224 ***********************************************************************
 LV0224  DESIGNATION -  O 34
 LV0224  PID         -  LV0224
 LV0224  STATE/COUNTY-  CA/HUMBOLDT
 LV0224  USGS QUAD   -  HYDESVILLE (1979)
 LV0224
 LV0224                         *CURRENT SURVEY CONTROL
 LV0224  ___________________________________________________________________
 LV0224* NAD 83(1986)-  40 30 44.     (N)    124 07 24.     (W)     SCALED    
 LV0224* NAVD 88     -        29.90   (+/-2cm)      98.1    (feet)  VERTCON   
 LV0224  ___________________________________________________________________
 LV0224  GEOID HEIGHT-         -30.90  (meters)                     GEOID09
 LV0224  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0224
 LV0224.The horizontal coordinates were scaled from a topographic map and have
 LV0224.an estimated accuracy of +/- 6 seconds.
 LV0224.
 LV0224.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0224
 LV0224.The vertical order pertains to the NGVD 29 superseded value.
 LV0224
 LV0224.The geoid height was determined by GEOID09.
 LV0224
 LV0224;                    North         East    Units  Estimated Accuracy
 LV0224;SPC CA 1     -   633,080.    1,820,080.      MT  (+/- 180 meters Scaled)
 LV0224
 LV0224                          SUPERSEDED SURVEY CONTROL
 LV0224
 LV0224  NGVD 29 (??/??/??)   28.916  (m)           94.87   (f) ADJUSTED    1 2
 LV0224
 LV0224.Superseded values are not recommended for survey control.
 LV0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0224.See file dsdata.txt to determine how the superseded data were derived.
 LV0224
 LV0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK048852(NAD 83)
 LV0224
 LV0224_MARKER: DD = SURVEY DISK
 LV0224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0224_SP_SET: BRIDGE
 LV0224_STAMPING: 034 H1F
 LV0224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0224
 LV0224  HISTORY     - Date     Condition        Report By
 LV0224  HISTORY     - UNK      MONUMENTED       CADH
 LV0224  HISTORY     - 1967     GOOD             CGS
 LV0224  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0224
 LV0224                          STATION DESCRIPTION
 LV0224
 LV0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0224'1.6 MI N FROM RIO DELL.
 LV0224'1.6 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0224'RIO DELL, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 LV0224'CONCRETE CURB OF BRIDGE 4-16 OVER EEL RIVER, 21 FEET SOUTHWEST OF
 LV0224'THE CENTER LINE OF THE HIGHWAY, 3.0 FEET NORTHWEST OF THE NORTHWES
 LV0224'END OF THE SOUTHWEST CONCRETE GUARDRAIL, AND ABOUT LEVEL WITH THE
 LV0224'HIGHWAY.
 LV0224
 LV0224                          STATION RECOVERY (1988)
 LV0224
 LV0224'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0224'THE BRIDGE HAS BEEN DISMANTLED AND A NEW BRIDGE IS PRESENTLY BEING
 LV0224'ERECTED AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0226 ***********************************************************************
 LV0226  DESIGNATION -  O 36
 LV0226  PID         -  LV0226
 LV0226  STATE/COUNTY-  CA/HUMBOLDT
 LV0226  USGS QUAD   -  FORTUNA (1972)
 LV0226
 LV0226                         *CURRENT SURVEY CONTROL
 LV0226  ___________________________________________________________________
 LV0226* NAD 83(1986)-  40 30 52.     (N)    124 07 50.     (W)     SCALED    
 LV0226* NAVD 88     -        25.71   (+/-2cm)      84.4    (feet)  VERTCON   
 LV0226  ___________________________________________________________________
 LV0226  GEOID HEIGHT-         -30.92  (meters)                     GEOID09
 LV0226  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0226
 LV0226.The horizontal coordinates were scaled from a topographic map and have
 LV0226.an estimated accuracy of +/- 6 seconds.
 LV0226.
 LV0226.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0226
 LV0226.The vertical order pertains to the NGVD 29 superseded value.
 LV0226
 LV0226.The geoid height was determined by GEOID09.
 LV0226
 LV0226;                    North         East    Units  Estimated Accuracy
 LV0226;SPC CA 1     -   633,340.    1,819,470.      MT  (+/- 180 meters Scaled)
 LV0226
 LV0226                          SUPERSEDED SURVEY CONTROL
 LV0226
 LV0226  NGVD 29 (??/??/??)   24.732  (m)           81.14   (f) ADJUSTED    1 2
 LV0226
 LV0226.Superseded values are not recommended for survey control.
 LV0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0226.See file dsdata.txt to determine how the superseded data were derived.
 LV0226
 LV0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK042854(NAD 83)
 LV0226
 LV0226_MARKER: DD = SURVEY DISK
 LV0226_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0226_SP_SET: BASIN
 LV0226_STAMPING: 036 H1F
 LV0226_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0226
 LV0226  HISTORY     - Date     Condition        Report By
 LV0226  HISTORY     - UNK      MONUMENTED       CADH
 LV0226  HISTORY     - 1967     GOOD             CGS
 LV0226  HISTORY     - 1973     MARK NOT FOUND   USGS
 LV0226  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0226
 LV0226                          STATION DESCRIPTION
 LV0226
 LV0226'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0226'2 MI N FROM RIO DELL.
 LV0226'2.0 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0226'RIO DELL, ABOUT 75 YARDS SOUTHWEST OF A FARMHOUSE, IN THE TOP OF
 LV0226'THE EAST CORNER OF THE CONCRETE WALL OF 4- BY 4-FOOT CONCRETE
 LV0226'CATCH BASIN 54.64, BETWEEN THE LANES OF THE HIGHWAY, 24 FEET NORTHEAST
 LV0226'OF THE CENTER LINE OF THE SOUTHWEST LANES, 22 FEET SOUTHWEST OF
 LV0226'THE CENTER LINE OF THE NORTHEAST LANES, AND ABOUT LEVEL WITH THE
 LV0226'HIGHWAY.
 LV0226
 LV0226                          STATION RECOVERY (1973)
 LV0226
 LV0226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LV0226'MARK NOT FOUND.
 LV0226
 LV0226                          STATION RECOVERY (1988)
 LV0226
 LV0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0226'THERE IS A NEW CATCH BASIN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1276 ***********************************************************************
 LU1276  DESIGNATION -  P 101
 LU1276  PID         -  LU1276
 LU1276  STATE/COUNTY-  CA/HUMBOLDT
 LU1276  USGS QUAD   -  MIRANDA (1970)
 LU1276
 LU1276                         *CURRENT SURVEY CONTROL
 LU1276  ___________________________________________________________________
 LU1276* NAD 83(1986)-  40 13 13.     (N)    123 47 07.     (W)     SCALED    
 LU1276* NAVD 88     -        74.752  (meters)     245.25   (feet)  ADJUSTED  
 LU1276  ___________________________________________________________________
 LU1276  GEOID HEIGHT-         -30.38  (meters)                     GEOID09
 LU1276  DYNAMIC HT  -          74.710 (meters)     245.11  (feet)  COMP
 LU1276  MODELED GRAV-     980,063.0   (mgal)                       NAVD 88
 LU1276
 LU1276  VERT ORDER  -  FIRST     CLASS II
 LU1276
 LU1276.The horizontal coordinates were scaled from a topographic map and have
 LU1276.an estimated accuracy of +/- 6 seconds.
 LU1276.
 LU1276.The orthometric height was determined by differential leveling and
 LU1276.adjusted in June 1991.
 LU1276
 LU1276.The geoid height was determined by GEOID09.
 LU1276
 LU1276.The dynamic height is computed by dividing the NAVD 88
 LU1276.geopotential number by the normal gravity value computed on the
 LU1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1276.degrees latitude (g = 980.6199 gals.).
 LU1276
 LU1276.The modeled gravity was interpolated from observed gravity values.
 LU1276
 LU1276;                    North         East    Units  Estimated Accuracy
 LU1276;SPC CA 1     -   600,030.    1,848,060.      MT  (+/- 180 meters Scaled)
 LU1276
 LU1276                          SUPERSEDED SURVEY CONTROL
 LU1276
 LU1276  NGVD 29 (12/02/92)   73.832  (m)          242.23   (f) ADJUSTED    1 2
 LU1276
 LU1276.Superseded values are not recommended for survey control.
 LU1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1276.See file dsdata.txt to determine how the superseded data were derived.
 LU1276
 LU1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK331525(NAD 83)
 LU1276
 LU1276_MARKER: DB = BENCH MARK DISK
 LU1276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1276_SP_SET: CONCRETE POST
 LU1276_STAMPING: P 101 1931
 LU1276_MARK LOGO: CADH  
 LU1276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1276+STABILITY: SURFACE MOTION
 LU1276
 LU1276  HISTORY     - Date     Condition        Report By
 LU1276  HISTORY     - 1931     MONUMENTED       CADH
 LU1276  HISTORY     - 1967     GOOD             CGS
 LU1276  HISTORY     - 19880328 GOOD             NGS
 LU1276  HISTORY     - 19920729 MARK NOT FOUND   NGS
 LU1276
 LU1276                          STATION DESCRIPTION
 LU1276
 LU1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1276'3.2 MI S FROM MIRANDA.
 LU1276'3.2 MILES SOUTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1276'HIGH SCHOOL AT MIRANDA, 0.1 MILE NORTH OF A WASH, AT THE JUNCTION
 LU1276'OF THE NORTH END OF A NARROW PAVED ROAD THROUGH THE RED WOODS,
 LU1276'AT THE CROSSING OF A POWER LINE, ABOUT 58 YARDS SOUTHEAST OF
 LU1276'THE CENTER OF THE JUNCTION, 92 FEET SOUTHEAST OF A POWER POLE, 54
 LU1276'FEET SOUTHEAST OF THE SOUTHEAST END OF THE HEAD WALL OF CULVERT
 LU1276'B 569+79 UNDER THE NARROW PAVED ROAD, 46 FEET NORTHEAST OF THE
 LU1276'CENTER LINE OF THE ROAD, 4 FEET EAST OF A 24-INCH WHITE OAK
 LU1276'TREE, 0.8 FOOT SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE
 LU1276'AVENUE AND ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LU1276'0.2 FOOT ABOVE THE GROUND.
 LU1276
 LU1276                          STATION RECOVERY (1988)
 LU1276
 LU1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1276'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.5 KM (6.50
 LU1276'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1276'GARBERVILLE, THENCE 5.3 KM (3.30 MI) NORTHERLY ALONG THE AVENUE OF
 LU1276'THE GIANTS.
 LU1276
 LU1276                          STATION RECOVERY (1992)
 LU1276
 LU1276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1276'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1502 ***********************************************************************
 KT1502  DESIGNATION -  P 102
 KT1502  PID         -  KT1502
 KT1502  STATE/COUNTY-  CA/MENDOCINO
 KT1502  USGS QUAD   -  PIERCY (1994)
 KT1502
 KT1502                         *CURRENT SURVEY CONTROL
 KT1502  ___________________________________________________________________
 KT1502* NAD 83(1986)-  39 53 55.     (N)    123 45 04.     (W)     SCALED    
 KT1502* NAVD 88     -       203.88   (+/-2cm)     668.9    (feet)  VERTCON   
 KT1502  ___________________________________________________________________
 KT1502  GEOID HEIGHT-         -30.16  (meters)                     GEOID09
 KT1502  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1502
 KT1502.The horizontal coordinates were scaled from a topographic map and have
 KT1502.an estimated accuracy of +/- 6 seconds.
 KT1502.
 KT1502.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1502
 KT1502.The vertical order pertains to the NGVD 29 superseded value.
 KT1502
 KT1502.The geoid height was determined by GEOID09.
 KT1502
 KT1502;                    North         East    Units  Estimated Accuracy
 KT1502;SPC CA 2     -   749,210.    1,850,250.      MT  (+/- 180 meters Scaled)
 KT1502
 KT1502                          SUPERSEDED SURVEY CONTROL
 KT1502
 KT1502  NGVD 29 (??/??/92)  202.964  (m)          665.89   (f) ADJ UNCH    1 2
 KT1502
 KT1502.Superseded values are not recommended for survey control.
 KT1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1502.See file dsdata.txt to determine how the superseded data were derived.
 KT1502
 KT1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK357167(NAD 83)
 KT1502
 KT1502_MARKER: DB = BENCH MARK DISK
 KT1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1502_STAMPING: P 102 1931 666.098
 KT1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1502+STABILITY: SURFACE MOTION
 KT1502
 KT1502  HISTORY     - Date     Condition        Report By
 KT1502  HISTORY     - 1931     MONUMENTED       CGS
 KT1502  HISTORY     - 1967     GOOD             CGS
 KT1502  HISTORY     - 1969     POOR             USGS
 KT1502  HISTORY     - 19880714 MARK NOT FOUND   NGS
 KT1502
 KT1502                          STATION DESCRIPTION
 KT1502
 KT1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1502'4.1 MI N FROM LEGGETT.
 KT1502'4.1 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1502'AT LEGGETT, AT LANE REDWOOD FLAT ALSO KNOW AS FRANK AND BESS
 KT1502'SMITHE REDWOOD GROVE, 83 FEET SOUTHWEST OF THE CENTER LINE OF
 KT1502'THE HIGHWAY, 114 FEET SOUTHEAST OF THE EAST CORNER OF THE REST
 KT1502'ROOMS BUILDING, 12 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF A WALK
 KT1502'THROUGH REDWOOD TREE, 3.0 FEET NORTHEAST OF A WATER FOUNTAIN,
 KT1502'ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KT1502'POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 KT1502
 KT1502                          STATION RECOVERY (1969)
 KT1502
 KT1502'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 KT1502'MARK RECOVERED IN POOR CONDITION.
 KT1502
 KT1502                          STATION RECOVERY (1988)
 KT1502
 KT1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1502'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0876 ***********************************************************************
 KT0876  DESIGNATION -  P 103
 KT0876  PID         -  KT0876
 KT0876  STATE/COUNTY-  CA/MENDOCINO
 KT0876  USGS QUAD   -  LONGVALE (1994)
 KT0876
 KT0876                         *CURRENT SURVEY CONTROL
 KT0876  ___________________________________________________________________
 KT0876* NAD 83(1986)-  39 33 47.     (N)    123 25 55.     (W)     SCALED    
 KT0876* NAVD 88     -       375.31   (+/-2cm)    1231.3    (feet)  VERTCON   
 KT0876  ___________________________________________________________________
 KT0876  GEOID HEIGHT-         -29.58  (meters)                     GEOID09
 KT0876  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0876
 KT0876.The horizontal coordinates were scaled from a topographic map and have
 KT0876.an estimated accuracy of +/- 6 seconds.
 KT0876.
 KT0876.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0876
 KT0876.The vertical order pertains to the NGVD 29 superseded value.
 KT0876
 KT0876.The geoid height was determined by GEOID09.
 KT0876
 KT0876;                    North         East    Units  Estimated Accuracy
 KT0876;SPC CA 2     -   711,480.    1,876,960.      MT  (+/- 180 meters Scaled)
 KT0876
 KT0876                          SUPERSEDED SURVEY CONTROL
 KT0876
 KT0876  NGVD 29 (??/??/92)  374.373  (m)         1228.26   (f) ADJ UNCH    1 2
 KT0876
 KT0876.Superseded values are not recommended for survey control.
 KT0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0876.See file dsdata.txt to determine how the superseded data were derived.
 KT0876
 KT0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ628793(NAD 83)
 KT0876
 KT0876_MARKER: DB = BENCH MARK DISK
 KT0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT0876_STAMPING: P 103 1931 1228.190
 KT0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0876+STABILITY: SURFACE MOTION
 KT0876
 KT0876  HISTORY     - Date     Condition        Report By
 KT0876  HISTORY     - 1931     MONUMENTED       CGS
 KT0876  HISTORY     - 1967     GOOD             CGS
 KT0876
 KT0876                          STATION DESCRIPTION
 KT0876
 KT0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0876'0.8 MI N FROM LONGVALE.
 KT0876'0.65 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 KT0876'DOS RIOS ROAD AT LONGVALE, THENCE 0.1 MILE EAST ALONG THE OLD
 KT0876'PORTION OF U.S. HIGHWAY 101, 39 FEET NORTHEAST OF THE CENTER
 KT0876'LINE OF THE HIGHWAY, 83 FEET NORTHEAST OF THE NORTH CORNER OF
 KT0876'A BUILDING, 1.3 FEET NORTHWEST OF A WITNESS POST, ABOUT 2 FEET
 KT0876'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 KT0876'POST PROJECTING 0.5 FOOT ABOVE THE GROUND.  NOTE-- THE CONCRETE
 KT0876'POST IS CHIPPED BUT STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0877 ***********************************************************************
 KT0877  DESIGNATION -  P 1081
 KT0877  PID         -  KT0877
 KT0877  STATE/COUNTY-  CA/MENDOCINO
 KT0877  USGS QUAD   -  LONGVALE (1994)
 KT0877
 KT0877                         *CURRENT SURVEY CONTROL
 KT0877  ___________________________________________________________________
 KT0877* NAD 83(1986)-  39 34 21.     (N)    123 26 16.     (W)     SCALED    
 KT0877* NAVD 88     -       382.91   (+/-2cm)    1256.3    (feet)  VERTCON   
 KT0877  ___________________________________________________________________
 KT0877  GEOID HEIGHT-         -29.58  (meters)                     GEOID09
 KT0877  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0877
 KT0877.The horizontal coordinates were scaled from a topographic map and have
 KT0877.an estimated accuracy of +/- 6 seconds.
 KT0877.
 KT0877.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0877
 KT0877.The vertical order pertains to the NGVD 29 superseded value.
 KT0877
 KT0877.The geoid height was determined by GEOID09.
 KT0877
 KT0877;                    North         East    Units  Estimated Accuracy
 KT0877;SPC CA 2     -   712,540.    1,876,470.      MT  (+/- 180 meters Scaled)
 KT0877
 KT0877                          SUPERSEDED SURVEY CONTROL
 KT0877
 KT0877  NGVD 29 (??/??/92)  381.973  (m)         1253.19   (f) ADJ UNCH    1 2
 KT0877
 KT0877.Superseded values are not recommended for survey control.
 KT0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0877.See file dsdata.txt to determine how the superseded data were derived.
 KT0877
 KT0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ623804(NAD 83)
 KT0877
 KT0877_MARKER: DB = BENCH MARK DISK
 KT0877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0877_SP_SET: CULVERT
 KT0877_STAMPING: P 1081 1967
 KT0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0877
 KT0877  HISTORY     - Date     Condition        Report By
 KT0877  HISTORY     - 1967     MONUMENTED       CGS
 KT0877
 KT0877                          STATION DESCRIPTION
 KT0877
 KT0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0877'1.3 MI N FROM LONGVALE.
 KT0877'1.3 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF DOS
 KT0877'RIOS ROAD AT LONGVALE, IN THE TOP AND 1.2 FEET NORTH OF THE
 KT0877'SOUTH END OF THE EAST CONCRETE HEAD WALL OF 18-INCH PIPE
 KT0877'CULVERT 60.62.  37 FEET EAST OF THE CENTER LINE OF THE
 KT0877'HIGHWAY, AND ABOUT 3 1/2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1478 ***********************************************************************
 KT1478  DESIGNATION -  P 1082
 KT1478  PID         -  KT1478
 KT1478  STATE/COUNTY-  CA/MENDOCINO
 KT1478  USGS QUAD   -  TAN OAK PARK (1994)
 KT1478
 KT1478                         *CURRENT SURVEY CONTROL
 KT1478  ___________________________________________________________________
 KT1478* NAD 83(1986)-  39 49 37.     (N)    123 35 44.     (W)     SCALED    
 KT1478* NAVD 88     -       405.81   (+/-2cm)    1331.4    (feet)  VERTCON   
 KT1478  ___________________________________________________________________
 KT1478  GEOID HEIGHT-         -29.68  (meters)                     GEOID09
 KT1478  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1478
 KT1478.The horizontal coordinates were scaled from a topographic map and have
 KT1478.an estimated accuracy of +/- 6 seconds.
 KT1478.
 KT1478.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1478
 KT1478.The vertical order pertains to the NGVD 29 superseded value.
 KT1478
 KT1478.The geoid height was determined by GEOID09.
 KT1478
 KT1478;                    North         East    Units  Estimated Accuracy
 KT1478;SPC CA 2     -   741,010.    1,863,410.      MT  (+/- 180 meters Scaled)
 KT1478
 KT1478                          SUPERSEDED SURVEY CONTROL
 KT1478
 KT1478  NGVD 29 (??/??/92)  404.870  (m)         1328.31   (f) ADJ UNCH    1 2
 KT1478
 KT1478.Superseded values are not recommended for survey control.
 KT1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1478.See file dsdata.txt to determine how the superseded data were derived.
 KT1478
 KT1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK490087(NAD 83)
 KT1478
 KT1478_MARKER: DB = BENCH MARK DISK
 KT1478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1478_SP_SET: BASIN
 KT1478_STAMPING: P 1082 1967
 KT1478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1478
 KT1478  HISTORY     - Date     Condition        Report By
 KT1478  HISTORY     - 1967     MONUMENTED       CGS
 KT1478  HISTORY     - 1972     GOOD             USGS
 KT1478  HISTORY     - 19870305 GOOD             CADT
 KT1478
 KT1478                          STATION DESCRIPTION
 KT1478
 KT1478'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1478'9.6 MI SE FROM LEGGETT.
 KT1478'9.6 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 101 FROM THE POST
 KT1478'OFFICE AT LEGGETT, 0.15 MILE NORTHWEST OF ELK CREEK, AT THE
 KT1478'SOUTHEAST END OF A TANGENT, IN THE TOP OF THE NORTHWEST CONCRETE
 KT1478'WALL OF 3- BY 4-FOOT CATCH BASIN 82.54, 36 FEET SOUTHWEST OF THE
 KT1478'CENTER LINE OF THE HIGHWAY, 1.5 FEET SOUTHWEST OF THE NORTH
 KT1478'CORNER OF THE BASIN, 1.5 FEET SOUTHWEST OF HIGHWAY STATION MARKER
 KT1478'82.54, AND ABOUT LEVEL WITH THE HIGHWAY.
 KT1478
 KT1478                          STATION RECOVERY (1972)
 KT1478
 KT1478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1478'RECOVERED IN GOOD CONDITION.
 KT1478
 KT1478                          STATION RECOVERY (1987)
 KT1478
 KT1478'RECOVERY NOTE BY CALTRANS 1987 (JRM)
 KT1478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1513 ***********************************************************************
 KT1513  DESIGNATION -  P 1083
 KT1513  PID         -  KT1513
 KT1513  STATE/COUNTY-  CA/MENDOCINO
 KT1513  USGS QUAD   -  PIERCY (1994)
 KT1513
 KT1513                         *CURRENT SURVEY CONTROL
 KT1513  ___________________________________________________________________
 KT1513* NAD 83(1986)-  39 57 14.     (N)    123 46 32.     (W)     SCALED    
 KT1513* NAVD 88     -       187.156  (meters)     614.03   (feet)  ADJUSTED  
 KT1513  ___________________________________________________________________
 KT1513  GEOID HEIGHT-         -30.26  (meters)                     GEOID09
 KT1513  DYNAMIC HT  -         187.052 (meters)     613.69  (feet)  COMP
 KT1513  MODELED GRAV-     980,068.4   (mgal)                       NAVD 88
 KT1513
 KT1513  VERT ORDER  -  FIRST     CLASS II
 KT1513
 KT1513.The horizontal coordinates were scaled from a topographic map and have
 KT1513.an estimated accuracy of +/- 6 seconds.
 KT1513.
 KT1513.The orthometric height was determined by differential leveling and
 KT1513.adjusted in June 1991.
 KT1513
 KT1513.The geoid height was determined by GEOID09.
 KT1513
 KT1513.The dynamic height is computed by dividing the NAVD 88
 KT1513.geopotential number by the normal gravity value computed on the
 KT1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1513.degrees latitude (g = 980.6199 gals.).
 KT1513
 KT1513.The modeled gravity was interpolated from observed gravity values.
 KT1513
 KT1513;                    North         East    Units  Estimated Accuracy
 KT1513;SPC CA 2     -   755,390.    1,848,280.      MT  (+/- 180 meters Scaled)
 KT1513
 KT1513                          SUPERSEDED SURVEY CONTROL
 KT1513
 KT1513  NGVD 29 (12/02/92)  186.238  (m)          611.02   (f) ADJUSTED    1 2
 KT1513
 KT1513.Superseded values are not recommended for survey control.
 KT1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1513.See file dsdata.txt to determine how the superseded data were derived.
 KT1513
 KT1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK337229(NAD 83)
 KT1513
 KT1513_MARKER: DB = BENCH MARK DISK
 KT1513_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KT1513_SP_SET: ABUTMENT
 KT1513_STAMPING: P 1083 1967
 KT1513_MARK LOGO: CGS   
 KT1513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1513
 KT1513  HISTORY     - Date     Condition        Report By
 KT1513  HISTORY     - 1967     MONUMENTED       CGS
 KT1513  HISTORY     - 1972     GOOD             USGS
 KT1513  HISTORY     - 19880401 GOOD             NGS
 KT1513
 KT1513                          STATION DESCRIPTION
 KT1513
 KT1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1513'2.4 MI S FROM PIERCY.
 KT1513'2.45 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1513'AT PIERCY, AT HIGHWAY MILEAGE 102.82, IN THE TOP AND 3.0 FEET
 KT1513'SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE ABUTMENT
 KT1513'OF BRIDGE 10-36 OVER MC COY CREEK, 14 FEET NORTHEAST OF THE
 KT1513'CENTER LINE OF THE HIGHWAY, 3.5 FEET NORTHEAST OF THE NORTHEAST
 KT1513'WOODEN GUARDRAIL, AND ABOUT LEVEL WITH THE HIGHWAY.
 KT1513
 KT1513                          STATION RECOVERY (1972)
 KT1513
 KT1513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1513'RECOVERED IN GOOD CONDITION.
 KT1513
 KT1513                          STATION RECOVERY (1988)
 KT1513
 KT1513'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1513'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.9 KM (9.25
 KT1513'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 KT1513'HIGHWAY 1 IN LEGGETT, THENCE 1.3 KM (0.80 MI) NORTHERLY ALONG STATE
 KT1513'HIGHWAY 271.  DELETE--AT HIGHWAY MILEAGE 103.36.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1267 ***********************************************************************
 LU1267  DESIGNATION -  P 1084
 LU1267  PID         -  LU1267
 LU1267  STATE/COUNTY-  CA/HUMBOLDT
 LU1267  USGS QUAD   -  MIRANDA (1970)
 LU1267
 LU1267                         *CURRENT SURVEY CONTROL
 LU1267  ___________________________________________________________________
 LU1267* NAD 83(1986)-  40 08 31.     (N)    123 48 28.     (W)     SCALED    
 LU1267* NAVD 88     -        91.334  (meters)     299.65   (feet)  ADJUSTED  
 LU1267  ___________________________________________________________________
 LU1267  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU1267  DYNAMIC HT  -          91.282 (meters)     299.48  (feet)  COMP
 LU1267  MODELED GRAV-     980,058.5   (mgal)                       NAVD 88
 LU1267
 LU1267  VERT ORDER  -  FIRST     CLASS II
 LU1267
 LU1267.The horizontal coordinates were scaled from a topographic map and have
 LU1267.an estimated accuracy of +/- 6 seconds.
 LU1267.
 LU1267.The orthometric height was determined by differential leveling and
 LU1267.adjusted in December 1992.
 LU1267
 LU1267.The geoid height was determined by GEOID09.
 LU1267
 LU1267.The dynamic height is computed by dividing the NAVD 88
 LU1267.geopotential number by the normal gravity value computed on the
 LU1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1267.degrees latitude (g = 980.6199 gals.).
 LU1267
 LU1267.The modeled gravity was interpolated from observed gravity values.
 LU1267
 LU1267;                    North         East    Units  Estimated Accuracy
 LU1267;SPC CA 1     -   591,380.    1,845,960.      MT  (+/- 180 meters Scaled)
 LU1267
 LU1267                          SUPERSEDED SURVEY CONTROL
 LU1267
 LU1267  NAVD 88 (06/15/91)   91.336  (m)          299.66   (f) UNKNOWN     1 2
 LU1267  NGVD 29 (12/02/92)   90.405  (m)          296.60   (f) ADJUSTED    1 2
 LU1267
 LU1267.Superseded values are not recommended for survey control.
 LU1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1267.See file dsdata.txt to determine how the superseded data were derived.
 LU1267
 LU1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK311438(NAD 83)
 LU1267
 LU1267_MARKER: DB = BENCH MARK DISK
 LU1267_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1267_SP_SET: ABUTMENT
 LU1267_STAMPING: P 1084 1967
 LU1267_MARK LOGO: CGS   
 LU1267_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1267+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1267
 LU1267  HISTORY     - Date     Condition        Report By
 LU1267  HISTORY     - 1967     MONUMENTED       CGS
 LU1267  HISTORY     - 19880329 GOOD             NGS
 LU1267  HISTORY     - 19920729 GOOD             NGS
 LU1267
 LU1267                          STATION DESCRIPTION
 LU1267
 LU1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1267'4.6 MI N FROM GARBERVILLE.
 LU1267'4.55 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1267'GARBERVILLE, IN THE TOP AND 0.3 FOOT NORTHEAST OF THE SOUTHWEST
 LU1267'END OF THE NORTHWEST CONCRETE CURB OF BRIDGE 406 OVER DEAN CREEK,
 LU1267'AT HIGHWAY MILEAGE 14.34, 16 FEET NORTHWEST OF THE CENTER LINE
 LU1267'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LU1267
 LU1267                          STATION RECOVERY (1988)
 LU1267
 LU1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1267'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 LU1267'CHANGE--U.S. HIGHWAY 101 TO REDWOOD DRIVE.
 LU1267
 LU1267                          STATION RECOVERY (1992)
 LU1267
 LU1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1267'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1267'OFFICE IN GARBERVILLE, THENCE 7.5 KM (4.65 MI) NORTHERLY ALONG
 LU1267'REDWOOD DRIVE, IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF THE
 LU1267'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT CURB OF BRIDGE
 LU1267'NUMBER 406 SPANNING DEAN CREEK, AT MILEPOST 14.34, 4.9 M (16.1 FT)
 LU1267'NORTHWEST OF THE DRIVE CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL
 LU1267'OF THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1304 ***********************************************************************
 LU1304  DESIGNATION -  P 1085
 LU1304  PID         -  LU1304
 LU1304  STATE/COUNTY-  CA/HUMBOLDT
 LU1304  USGS QUAD   -  WEOTT (1969)
 LU1304
 LU1304                         *CURRENT SURVEY CONTROL
 LU1304  ___________________________________________________________________
 LU1304* NAD 83(1986)-  40 18 19.     (N)    123 54 03.     (W)     SCALED    
 LU1304* NAVD 88     -       105.267  (meters)     345.36   (feet)  ADJUSTED  
 LU1304  ___________________________________________________________________
 LU1304  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 LU1304  DYNAMIC HT  -         105.213 (meters)     345.19  (feet)  COMP
 LU1304  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 LU1304
 LU1304  VERT ORDER  -  FIRST     CLASS II
 LU1304
 LU1304.The horizontal coordinates were scaled from a topographic map and have
 LU1304.an estimated accuracy of +/- 6 seconds.
 LU1304.
 LU1304.The orthometric height was determined by differential leveling and
 LU1304.adjusted in December 1992.
 LU1304
 LU1304.The geoid height was determined by GEOID09.
 LU1304
 LU1304.The dynamic height is computed by dividing the NAVD 88
 LU1304.geopotential number by the normal gravity value computed on the
 LU1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1304.degrees latitude (g = 980.6199 gals.).
 LU1304
 LU1304.The modeled gravity was interpolated from observed gravity values.
 LU1304
 LU1304;                    North         East    Units  Estimated Accuracy
 LU1304;SPC CA 1     -   609,680.    1,838,430.      MT  (+/- 180 meters Scaled)
 LU1304
 LU1304                          SUPERSEDED SURVEY CONTROL
 LU1304
 LU1304  NAVD 88 (06/15/91)  105.272  (m)          345.38   (f) UNKNOWN     1 2
 LU1304  NGVD 29 (12/02/92)  104.318  (m)          342.25   (f) ADJUSTED    1 2
 LU1304
 LU1304.Superseded values are not recommended for survey control.
 LU1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1304.See file dsdata.txt to determine how the superseded data were derived.
 LU1304
 LU1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK234620(NAD 83)
 LU1304
 LU1304_MARKER: DB = BENCH MARK DISK
 LU1304_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1304_SP_SET: PIER
 LU1304_STAMPING: P 1085 1967
 LU1304_MARK LOGO: CGS   
 LU1304_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1304+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LU1304
 LU1304  HISTORY     - Date     Condition        Report By
 LU1304  HISTORY     - 1967     MONUMENTED       CGS
 LU1304  HISTORY     - 19880324 GOOD             NGS
 LU1304  HISTORY     - 19920730 GOOD             NGS
 LU1304
 LU1304                          STATION DESCRIPTION
 LU1304
 LU1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1304'3.7 MI N FROM MYERS FLAT.
 LU1304'3.7 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT OVERPASS
 LU1304'AT MYERS FLAT, SET VERTICALLY IN THE NORTH FACE OF THE WEST ONE
 LU1304'OF TWO ROUND PILLARS SUPPORTING PESULA ROAD OVERPASS NO. 4-118,
 LU1304'AT HIGHWAY MILEAGE 31.61, 39 FEET WEST OF THE CENTER LINE OF THE
 LU1304'HIGHWAY, 9 FEET WEST OF A GUARDRAIL, AND ABOUT 3 FEET HIGHER THAN
 LU1304'THE HIGHWAY.
 LU1304
 LU1304                          STATION RECOVERY (1988)
 LU1304
 LU1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1304'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  31.3 KM (19.45
 LU1304'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1304'GARBERVILLE.
 LU1304
 LU1304                          STATION RECOVERY (1992)
 LU1304
 LU1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1304'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1304'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1304'REDWOOD DRIVE, THENCE 32.7 KM (20.30 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1304'101, SET VERTICALLY IN THE WEST FACE OF THE FIRST CONCRETE PIER NORTH
 LU1304'OF THE SOUTH ABUTMENT OF THE PESULA ROAD OVERPASS OF THE HIGHWAY, AT
 LU1304'MILEPOST 31.61, 11.9 M (39.0 FT) SOUTH OF THE CENTERLINE OF THE
 LU1304'SOUTHBOUND LANES OF THE HIGHWAY, 2.7 M (8.9 FT) SOUTH OF A GUARDRAIL,
 LU1304'AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0392 ***********************************************************************
 LV0392  DESIGNATION -  P 1086
 LV0392  PID         -  LV0392
 LV0392  STATE/COUNTY-  CA/HUMBOLDT
 LV0392  USGS QUAD   -  SCOTIA (1970)
 LV0392
 LV0392                         *CURRENT SURVEY CONTROL
 LV0392  ___________________________________________________________________
 LV0392* NAD 83(1986)-  40 28 32.     (N)    124 06 02.     (W)     SCALED    
 LV0392* NAVD 88     -        46.62   (+/-2cm)     153.0    (feet)  VERTCON   
 LV0392  ___________________________________________________________________
 LV0392  GEOID HEIGHT-         -30.79  (meters)                     GEOID09
 LV0392  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0392
 LV0392.The horizontal coordinates were scaled from a topographic map and have
 LV0392.an estimated accuracy of +/- 6 seconds.
 LV0392.
 LV0392.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0392
 LV0392.The vertical order pertains to the NGVD 29 superseded value.
 LV0392
 LV0392.The geoid height was determined by GEOID09.
 LV0392
 LV0392;                    North         East    Units  Estimated Accuracy
 LV0392;SPC CA 1     -   628,960.    1,821,910.      MT  (+/- 180 meters Scaled)
 LV0392
 LV0392                          SUPERSEDED SURVEY CONTROL
 LV0392
 LV0392  NGVD 29 (??/??/??)   45.640  (m)          149.74   (f) ADJUSTED    1 2
 LV0392
 LV0392.Superseded values are not recommended for survey control.
 LV0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0392.See file dsdata.txt to determine how the superseded data were derived.
 LV0392
 LV0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK067811(NAD 83)
 LV0392
 LV0392_MARKER: DB = BENCH MARK DISK
 LV0392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0392_SP_SET: CULVERT
 LV0392_STAMPING: P 1086 1967
 LV0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0392
 LV0392  HISTORY     - Date     Condition        Report By
 LV0392  HISTORY     - 1967     MONUMENTED       CGS
 LV0392  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0392
 LV0392                          STATION DESCRIPTION
 LV0392
 LV0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0392'AT SCOTIA.
 LV0392'AT SCOTIA, AT THE SOUTH EDGE OF TOWN, AT THE JUNCTION OF MAIN
 LV0392'AND B STREETS, IN THE TOP AND 0.8 FOOT NORTH OF THE SOUTH END
 LV0392'OF THE WEST CONCRETE HEAD WALL OF 24-INCH PIPE CULVERT UNDER MAIN
 LV0392'STREET, 21 FEET WEST OF THE CENTER LINE OF MAIN STREET, 73 FEET
 LV0392'SOUTH WEST OF THE CENTER OF THE JUNCTION, AND ABOUT 3 FEET LOWER
 LV0392'THAN THE STREET, 0.6 MILE SOUTH OF BENCH MARK S 100, AT THE SOUTH
 LV0392'END OF B STREET.
 LV0392
 LV0392                          STATION RECOVERY (1988)
 LV0392
 LV0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0392'THERE IS NO LONGER A HEADWALL AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0263 ***********************************************************************
 LV0263  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0263  DESIGNATION -  P 1087
 LV0263  PID         -  LV0263
 LV0263  STATE/COUNTY-  CA/HUMBOLDT
 LV0263  USGS QUAD   -  FIELDS LANDING (1972)
 LV0263
 LV0263                         *CURRENT SURVEY CONTROL
 LV0263  ___________________________________________________________________
 LV0263* NAD 83(1986)-  40 43 30.     (N)    124 12 51.     (W)     SCALED    
 LV0263* NAVD 88     -        10.793  (meters)      35.41   (feet)  ADJUSTED  
 LV0263  ___________________________________________________________________
 LV0263  GEOID HEIGHT-         -30.94  (meters)                     GEOID09
 LV0263  DYNAMIC HT  -          10.788 (meters)      35.39  (feet)  COMP
 LV0263  MODELED GRAV-     980,176.2   (mgal)                       NAVD 88
 LV0263
 LV0263  VERT ORDER  -  FIRST     CLASS II
 LV0263
 LV0263.The horizontal coordinates were scaled from a topographic map and have
 LV0263.an estimated accuracy of +/- 6 seconds.
 LV0263.
 LV0263.The orthometric height was determined by differential leveling and
 LV0263.adjusted in June 1991.
 LV0263
 LV0263.This Tidal Bench Mark is designated as VM 8714
 LV0263.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0263
 LV0263.This Tidal Bench Mark is designated as VM 8720
 LV0263.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0263
 LV0263.The geoid height was determined by GEOID09.
 LV0263
 LV0263.The dynamic height is computed by dividing the NAVD 88
 LV0263.geopotential number by the normal gravity value computed on the
 LV0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0263.degrees latitude (g = 980.6199 gals.).
 LV0263
 LV0263.The modeled gravity was interpolated from observed gravity values.
 LV0263
 LV0263;                    North         East    Units  Estimated Accuracy
 LV0263;SPC CA 1     -   656,890.    1,812,980.      MT  (+/- 180 meters Scaled)
 LV0263
 LV0263                          SUPERSEDED SURVEY CONTROL
 LV0263
 LV0263  NGVD 29 (12/02/92)    9.796  (m)           32.14   (f) ADJUSTED    1 2
 LV0263
 LV0263.Superseded values are not recommended for survey control.
 LV0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0263.See file dsdata.txt to determine how the superseded data were derived.
 LV0263
 LV0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL974089(NAD 83)
 LV0263
 LV0263_MARKER: DB = BENCH MARK DISK
 LV0263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0263_SP_SET: BRIDGE GUARDRAIL
 LV0263_STAMPING: P 1087 1967
 LV0263_MARK LOGO: CGS   
 LV0263_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0263+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 LV0263
 LV0263  HISTORY     - Date     Condition        Report By
 LV0263  HISTORY     - 1967     MONUMENTED       CGS
 LV0263  HISTORY     - 19880222 GOOD             NGS
 LV0263  HISTORY     - 19920727 GOOD             NGS
 LV0263
 LV0263                          STATION DESCRIPTION
 LV0263
 LV0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0263'6.6 MI S FROM EUREKA.
 LV0263'6.6 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0263'EUREKA, AT FIELDS LANDING, IN THE TOP AND 1.0 FOOT NORTH OF THE
 LV0263'SOUTH END OF THE EAST CONCRETE GUARDRAIL OF ORCHARD AVENUE
 LV0263'OVRPASS NO. 4.122, AT HIGHWAY MILEGE 72.03, 18 FEET EAST OF THE
 LV0263'CENTER LINE OF THE EAST LANES OF THE HIGHWAY, AND ABOUT 3 1/2
 LV0263'FEET HIGHER THAN THE HIGHWAY.
 LV0263
 LV0263                          STATION RECOVERY (1988)
 LV0263
 LV0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0263'RECOVERED IN GOOD CONDITION.
 LV0263
 LV0263                          STATION RECOVERY (1992)
 LV0263
 LV0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0263'0.1 KM (0.05 MI) NORTHWESTERLY ALONG H STREET FROM THE POST OFFICE AND
 LV0263'COURTHOUSE IN EUREKA, THENCE 10.6 KM (6.60 MI) SOUTHERLY ALONG U.S.
 LV0263'HIGHWAY 101 (4TH STREET), AT FIELDS LANDING, IN TOP OF AND 0.3 M
 LV0263'(1.0 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE BRIDGE RAIL OF
 LV0263'ORCHARD AVENUE OVERPASS OF THE HIGHWAY, AT MILEPOST 72.03, 5.5 M
 LV0263'(18.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LV0263'HIGHWAY, AND 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THE
 LV0263'BRIDGE RAIL IS PART OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0149 ***********************************************************************
 LV0149  DESIGNATION -  P 1088
 LV0149  PID         -  LV0149
 LV0149  STATE/COUNTY-  CA/HUMBOLDT
 LV0149  USGS QUAD   -  CRANNELL (1975)
 LV0149
 LV0149                         *CURRENT SURVEY CONTROL
 LV0149  ___________________________________________________________________
 LV0149* NAD 83(1986)-  41 01 42.     (N)    124 06 27.     (W)     SCALED    
 LV0149* NAVD 88     -        36.103  (meters)     118.45   (feet)  ADJUSTED  
 LV0149  ___________________________________________________________________
 LV0149  GEOID HEIGHT-         -29.95  (meters)                     GEOID09
 LV0149  DYNAMIC HT  -          36.088 (meters)     118.40  (feet)  COMP
 LV0149  MODELED GRAV-     980,221.2   (mgal)                       NAVD 88
 LV0149
 LV0149  VERT ORDER  -  FIRST     CLASS II
 LV0149
 LV0149.The horizontal coordinates were scaled from a topographic map and have
 LV0149.an estimated accuracy of +/- 6 seconds.
 LV0149.
 LV0149.The orthometric height was determined by differential leveling and
 LV0149.adjusted in June 1991.
 LV0149
 LV0149.The geoid height was determined by GEOID09.
 LV0149
 LV0149.The dynamic height is computed by dividing the NAVD 88
 LV0149.geopotential number by the normal gravity value computed on the
 LV0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0149.degrees latitude (g = 980.6199 gals.).
 LV0149
 LV0149.The modeled gravity was interpolated from observed gravity values.
 LV0149
 LV0149;                    North         East    Units  Estimated Accuracy
 LV0149;SPC CA 1     -   690,340.    1,822,800.      MT  (+/- 180 meters Scaled)
 LV0149
 LV0149                          SUPERSEDED SURVEY CONTROL
 LV0149
 LV0149  NGVD 29 (12/02/92)   35.069  (m)          115.06   (f) ADJUSTED    1 2
 LV0149
 LV0149.Superseded values are not recommended for survey control.
 LV0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0149.See file dsdata.txt to determine how the superseded data were derived.
 LV0149
 LV0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL068424(NAD 83)
 LV0149
 LV0149_MARKER: DB = BENCH MARK DISK
 LV0149_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0149_SP_SET: CATCH BASIN
 LV0149_STAMPING: P 1088 1967
 LV0149_MARK LOGO: CGS   
 LV0149_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0149
 LV0149  HISTORY     - Date     Condition        Report By
 LV0149  HISTORY     - 1967     MONUMENTED       CGS
 LV0149  HISTORY     - 1988     GOOD             NGS
 LV0149
 LV0149                          STATION DESCRIPTION
 LV0149
 LV0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0149'2.8 MI S FROM TRINIDAD.
 LV0149'2.85 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM TRINIDAD UNDERPASS
 LV0149'AT TRINIDAD, 0.15 MILE SOUTH OF THE JUNCTION OF WESTHAVEN DRIVE
 LV0149'EXIT, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE WALL OF
 LV0149'A CATCH BASIN, IN THE CONCRETE ISLAND BETWEEN THE TRAFFIC LANES,
 LV0149'18 FEET EAST OF THE CENTER LINE OF THE WEST LANES, 15 FEET WEST
 LV0149'OF THE CENTER LINE OF THE EAST LANES, AND ABOUT LEVEL WITH THE
 LV0149'HIGHWAY.
 LV0149
 LV0149                          STATION RECOVERY (1988)
 LV0149
 LV0149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0120 ***********************************************************************
 LV0120  DESIGNATION -  P 1089
 LV0120  PID         -  LV0120
 LV0120  STATE/COUNTY-  CA/DEL NORTE
 LV0120  USGS QUAD   -  SISTER ROCKS (1966)
 LV0120
 LV0120                         *CURRENT SURVEY CONTROL
 LV0120  ___________________________________________________________________
 LV0120* NAD 83(1992)-  41 44 45.91138(N)    124 12 02.30563(W)     ADJUSTED  
 LV0120* NAVD 88     -         8.888  (meters)      29.16   (feet)  ADJUSTED  
 LV0120  ___________________________________________________________________
 LV0120  EPOCH DATE  -        1991.35
 LV0120  LAPLACE CORR-           9.06  (seconds)                    DEFLEC09
 LV0120  GEOID HEIGHT-         -28.74  (meters)                     GEOID09
 LV0120  DYNAMIC HT  -           8.885 (meters)      29.15  (feet)  COMP
 LV0120  MODELED GRAV-     980,290.1   (mgal)                       NAVD 88
 LV0120
 LV0120  HORZ ORDER  -  THIRD
 LV0120  VERT ORDER  -  FIRST     CLASS II
 LV0120
 LV0120.The horizontal coordinates were established by classical geodetic methods
 LV0120.and adjusted by the National Geodetic Survey in December 1997.
 LV0120.
 LV0120.The orthometric height was determined by differential leveling and
 LV0120.adjusted in June 1991.
 LV0120
 LV0120.WARNING-Repeat measurements at this control monument indicate possible
 LV0120.vertical movement.
 LV0120
 LV0120.Photographs are available for this station.
 LV0120
 LV0120.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0120
 LV0120.The geoid height was determined by GEOID09.
 LV0120
 LV0120.The dynamic height is computed by dividing the NAVD 88
 LV0120.geopotential number by the normal gravity value computed on the
 LV0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0120.degrees latitude (g = 980.6199 gals.).
 LV0120
 LV0120.The modeled gravity was interpolated from observed gravity values.
 LV0120
 LV0120;                    North         East     Units Scale Factor Converg.
 LV0120;SPC CA 1     -   770,217.755 1,816,967.613   MT  1.00002114   -1 26 20.3
 LV0120;SPC CA 1     - 2,526,956.08  5,961,167.91   sFT  1.00002114   -1 26 20.3
 LV0120;UTM  10      - 4,622,281.617   400,170.657   MT  0.99972264   -0 47 58.2
 LV0120
 LV0120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0120!SPC CA 1     -   1.00000311  x   1.00002114  =   1.00002425
 LV0120!UTM  10      -   1.00000311  x   0.99972264  =   0.99972575
 LV0120
 LV0120                          SUPERSEDED SURVEY CONTROL
 LV0120
 LV0120  NGVD 29 (12/02/92)    7.855  (m)           25.77   (f) ADJUSTED    1 2
 LV0120
 LV0120.Superseded values are not recommended for survey control.
 LV0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0120.See file dsdata.txt to determine how the superseded data were derived.
 LV0120
 LV0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM0017022281(NAD 83)
 LV0120
 LV0120_MARKER: DB = BENCH MARK DISK
 LV0120_SETTING: 66 = SET IN ROCK OUTCROP
 LV0120_SP_SET: ROCK OUTCROP
 LV0120_STAMPING: P 1089 1967
 LV0120_MARK LOGO: CGS   
 LV0120_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0120_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0120+STABILITY: POSITION/ELEVATION WELL
 LV0120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0120+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 LV0120
 LV0120  HISTORY     - Date     Condition        Report By
 LV0120  HISTORY     - 1967     MONUMENTED       CGS
 LV0120  HISTORY     - 1983     GOOD             NGS
 LV0120  HISTORY     - 1988     GOOD             NGS
 LV0120  HISTORY     - 19940629 GOOD             CADT
 LV0120
 LV0120                          STATION DESCRIPTION
 LV0120
 LV0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0120'AT CRESCENT CITY.
 LV0120'AT CRESCENT CITY, 0.15 MILE SOUTHEAST ALONG A STREET FROM SEASIDE
 LV0120'HOSPITAL, ABOUT 90 YARDS SOUTHEAST OF THE JUNCTION OF BATTERY
 LV0120'AND A STREETS, AT THE NORTH END OF A CONCRETE BREAKWATER, IN THE
 LV0120'TOP OF A LARGE OUTCROP, 35 FEET NORTH OF BENCH MARK Q 1089,
 LV0120'28 FEET EAST OF THE CENTER LINE OF A ROAD SOUTHEAST TO THE
 LV0120'BREAKWATER, AND ABOUT 8 FEET HIGHER THAN THE ROAD.
 LV0120
 LV0120                          STATION RECOVERY (1983)
 LV0120
 LV0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 LV0120'RECOVERED IN GOOD CONDITION.
 LV0120
 LV0120                          STATION RECOVERY (1988)
 LV0120
 LV0120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0120'RECOVERED IN GOOD CONDITION.
 LV0120
 LV0120                          STATION RECOVERY (1994)
 LV0120
 LV0120'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 LV0120'RECOVERED IN GOOD CONDITION.  NOTE--ADDITIONAL INFORMATION - THE MARK
 LV0120'IS ON A LARGE ROCK OUTCROP ABOUT 200 FT (61.0 M) SOUTHEAST OF THE
 LV0120'PARKING LOT FOR THE BATTERY POINT VISTA AREA AND ON THE NORTHEAST SIDE
 LV0120'OF THE ACCESS ROAD TO THE PRIMARY BREAKWATER JETTY FOR THE CRESCENT
 LV0120'CITY HARBOR.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0079 ***********************************************************************
 LV0079  DESIGNATION -  P 1090
 LV0079  PID         -  LV0079
 LV0079  STATE/COUNTY-  CA/DEL NORTE
 LV0079  USGS QUAD   -  CHILDS HILL (1975)
 LV0079
 LV0079                         *CURRENT SURVEY CONTROL
 LV0079  ___________________________________________________________________
 LV0079* NAD 83(1986)-  41 39 04.     (N)    124 06 53.     (W)     SCALED    
 LV0079* NAVD 88     -       313.127  (meters)    1027.32   (feet)  ADJUSTED  
 LV0079  ___________________________________________________________________
 LV0079  GEOID HEIGHT-         -28.60  (meters)                     GEOID09
 LV0079  DYNAMIC HT  -         313.003 (meters)    1026.91  (feet)  COMP
 LV0079  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 LV0079
 LV0079  VERT ORDER  -  FIRST     CLASS II
 LV0079
 LV0079.The horizontal coordinates were scaled from a topographic map and have
 LV0079.an estimated accuracy of +/- 6 seconds.
 LV0079.
 LV0079.The orthometric height was determined by differential leveling and
 LV0079.adjusted in June 1991.
 LV0079
 LV0079.WARNING-Repeat measurements at this control monument indicate possible
 LV0079.vertical movement.
 LV0079
 LV0079.The geoid height was determined by GEOID09.
 LV0079
 LV0079.The dynamic height is computed by dividing the NAVD 88
 LV0079.geopotential number by the normal gravity value computed on the
 LV0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0079.degrees latitude (g = 980.6199 gals.).
 LV0079
 LV0079.The modeled gravity was interpolated from observed gravity values.
 LV0079
 LV0079;                    North         East    Units  Estimated Accuracy
 LV0079;SPC CA 1     -   759,500.    1,823,860.      MT  (+/- 180 meters Scaled)
 LV0079
 LV0079                          SUPERSEDED SURVEY CONTROL
 LV0079
 LV0079  NGVD 29 (12/02/92)  312.100  (m)         1023.95   (f) ADJUSTED    1 2
 LV0079
 LV0079.Superseded values are not recommended for survey control.
 LV0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0079.See file dsdata.txt to determine how the superseded data were derived.
 LV0079
 LV0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM071116(NAD 83)
 LV0079
 LV0079_MARKER: DB = BENCH MARK DISK
 LV0079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0079_SP_SET: CATCH BASIN
 LV0079_STAMPING: P 1090 1967
 LV0079_MARK LOGO: CGS   
 LV0079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0079
 LV0079  HISTORY     - Date     Condition        Report By
 LV0079  HISTORY     - 1967     MONUMENTED       CGS
 LV0079  HISTORY     - 1988     GOOD             NGS
 LV0079
 LV0079                          STATION DESCRIPTION
 LV0079
 LV0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0079'10 MI S FROM CRESCENT CITY.
 LV0079'10.05 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0079'OF FRONT STREET AT CRESCENT CITY, 0.2 MILE NORTH OF THE JUNCTION
 LV0079'OF DAMNATION CREEK TRAIL TO THE OCEAN, 0.05 MILE SOUTH OF THE
 LV0079'CREST OF A GRADE, IN THE TOP OF THE NORTH CONCRETE WALL OF
 LV0079'3- BY 4-FOOT CONCRETE CATCH BASIN 16.22, 19 FEET WEST OF THE
 LV0079'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2 FEET LOWER THAN THE
 LV0079'HIGHWAY.
 LV0079
 LV0079                          STATION RECOVERY (1988)
 LV0079
 LV0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0049 ***********************************************************************
 LV0049  DESIGNATION -  P 1091
 LV0049  PID         -  LV0049
 LV0049  STATE/COUNTY-  CA/DEL NORTE
 LV0049  USGS QUAD   -  CRESCENT CITY (1978)
 LV0049
 LV0049                         *CURRENT SURVEY CONTROL
 LV0049  ___________________________________________________________________
 LV0049* NAD 83(1986)-  41 45 17.     (N)    124 10 17.     (W)     SCALED    
 LV0049* NAVD 88     -         9.587  (meters)      31.45   (feet)  ADJUSTED  
 LV0049  ___________________________________________________________________
 LV0049  GEOID HEIGHT-         -28.60  (meters)                     GEOID09
 LV0049  DYNAMIC HT  -           9.584 (meters)      31.44  (feet)  COMP
 LV0049  MODELED GRAV-     980,281.1   (mgal)                       NAVD 88
 LV0049
 LV0049  VERT ORDER  -  FIRST     CLASS II
 LV0049
 LV0049.The horizontal coordinates were scaled from a topographic map and have
 LV0049.an estimated accuracy of +/- 6 seconds.
 LV0049.
 LV0049.The orthometric height was determined by differential leveling and
 LV0049.adjusted in June 1991.
 LV0049
 LV0049.The geoid height was determined by GEOID09.
 LV0049
 LV0049.The dynamic height is computed by dividing the NAVD 88
 LV0049.geopotential number by the normal gravity value computed on the
 LV0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0049.degrees latitude (g = 980.6199 gals.).
 LV0049
 LV0049.The modeled gravity was interpolated from observed gravity values.
 LV0049
 LV0049;                    North         East    Units  Estimated Accuracy
 LV0049;SPC CA 1     -   771,120.    1,819,420.      MT  (+/- 180 meters Scaled)
 LV0049
 LV0049                          SUPERSEDED SURVEY CONTROL
 LV0049
 LV0049  NGVD 29 (??/??/??)    8.553  (m)           28.06   (f) ADJUSTED    1 2
 LV0049
 LV0049.Superseded values are not recommended for survey control.
 LV0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0049.See file dsdata.txt to determine how the superseded data were derived.
 LV0049
 LV0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM026232(NAD 83)
 LV0049
 LV0049_MARKER: DB = BENCH MARK DISK
 LV0049_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0049_SP_SET: CULVERT
 LV0049_STAMPING: P 1091 1967
 LV0049_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0049
 LV0049  HISTORY     - Date     Condition        Report By
 LV0049  HISTORY     - 1967     MONUMENTED       CGS
 LV0049
 LV0049                          STATION DESCRIPTION
 LV0049
 LV0049'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0049'1.1 MI SE FROM CRESCENT CITY.
 LV0049'0.4 MILE SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0049'OF FRONT STREET AT CRESCENT CITY, THENCE 0.7 MILE NORTHEAST ALONG
 LV0049'ELK VALLEY ROAD, AT THE NORTHEAST END OF A CURVE, IN THE TOP AND
 LV0049'0.8 FOOT NORTHWEST OF THE SOUTHEAST END OF THE CONCRETE HEAD
 LV0049'WALL OF A 24-INCH PIPE CULVERT UNDER A DRIVEWAY SOUTHEAST, 25 FEET
 LV0049'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTHWEST OF THE
 LV0049'CENTER LINE OF THE DRIVEWAY, AND ABOUT 2 FEET LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0096 ***********************************************************************
 LV0096  DESIGNATION -  P 73
 LV0096  PID         -  LV0096
 LV0096  STATE/COUNTY-  CA/DEL NORTE
 LV0096  USGS QUAD   -  SISTER ROCKS (1966)
 LV0096
 LV0096                         *CURRENT SURVEY CONTROL
 LV0096  ___________________________________________________________________
 LV0096* NAD 83(1986)-  41 44 01.     (N)    124 09 27.     (W)     SCALED    
 LV0096* NAVD 88     -        10.210  (meters)      33.50   (feet)  ADJUSTED  
 LV0096  ___________________________________________________________________
 LV0096  GEOID HEIGHT-         -28.57  (meters)                     GEOID09
 LV0096  DYNAMIC HT  -          10.206 (meters)      33.48  (feet)  COMP
 LV0096  MODELED GRAV-     980,276.2   (mgal)                       NAVD 88
 LV0096
 LV0096  VERT ORDER  -  FIRST     CLASS II
 LV0096
 LV0096.The horizontal coordinates were scaled from a topographic map and have
 LV0096.an estimated accuracy of +/- 6 seconds.
 LV0096.
 LV0096.The orthometric height was determined by differential leveling and
 LV0096.adjusted in June 1991.
 LV0096
 LV0096.WARNING-Repeat measurements at this control monument indicate possible
 LV0096.vertical movement.
 LV0096
 LV0096.The geoid height was determined by GEOID09.
 LV0096
 LV0096.The dynamic height is computed by dividing the NAVD 88
 LV0096.geopotential number by the normal gravity value computed on the
 LV0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0096.degrees latitude (g = 980.6199 gals.).
 LV0096
 LV0096.The modeled gravity was interpolated from observed gravity values.
 LV0096
 LV0096;                    North         East    Units  Estimated Accuracy
 LV0096;SPC CA 1     -   768,740.    1,820,520.      MT  (+/- 180 meters Scaled)
 LV0096
 LV0096                          SUPERSEDED SURVEY CONTROL
 LV0096
 LV0096  NGVD 29 (??/??/??)    9.185  (m)           30.13   (f) ADJUSTED    1 2
 LV0096
 LV0096.Superseded values are not recommended for survey control.
 LV0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0096.See file dsdata.txt to determine how the superseded data were derived.
 LV0096
 LV0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM037208(NAD 83)
 LV0096
 LV0096_MARKER: DB = BENCH MARK DISK
 LV0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0096_STAMPING: P 73 1930 29.354
 LV0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0096+STABILITY: SURFACE MOTION
 LV0096
 LV0096  HISTORY     - Date     Condition        Report By
 LV0096  HISTORY     - 1930     MONUMENTED       CGS
 LV0096  HISTORY     - 1967     GOOD             CGS
 LV0096  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0096
 LV0096                          STATION DESCRIPTION
 LV0096
 LV0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0096'2.6 MI SE FROM CRESCENT CITY.
 LV0096'2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE
 LV0096'INTERSECTION OF FRONT STREET AT CRESCENT CITY, THENCE 0.15 MILE
 LV0096'SOUTH ALONG BLUFF ROAD, 27 FEET WEST OF THE CENTER LINE OF THE
 LV0096'ROAD, 1.5 FEET SOUTH OF A TELEPHONE POLE STENCILED SURVEY MARKER
 LV0096'DO NOT DISTURBED, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT LEVEL
 LV0096'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LV0096'0.2 FOOT ABOVE THE GROUND.
 LV0096
 LV0096                          STATION RECOVERY (1988)
 LV0096
 LV0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0096'THE WITNESS POST WAS FOUND ON THE GROUND IN THE VICINITY OF
 LV0096'UNDERGROUND CABLE CONSTRUCTION, BUT THERE WAS NO EVIDENCE OF THE
 LV0096'MARK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0299 ***********************************************************************
 LV0299  DESIGNATION -  P 735
 LV0299  PID         -  LV0299
 LV0299  STATE/COUNTY-  CA/HUMBOLDT
 LV0299  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0299
 LV0299                         *CURRENT SURVEY CONTROL
 LV0299  ___________________________________________________________________
 LV0299* NAD 83(1986)-  40 51 22.     (N)    124 05 21.     (W)     SCALED    
 LV0299* NAVD 88     -         2.283  (meters)       7.49   (feet)  ADJUSTED  
 LV0299  ___________________________________________________________________
 LV0299  GEOID HEIGHT-         -30.25  (meters)                     GEOID09
 LV0299  DYNAMIC HT  -           2.282 (meters)       7.49  (feet)  COMP
 LV0299  MODELED GRAV-     980,208.5   (mgal)                       NAVD 88
 LV0299
 LV0299  VERT ORDER  -  FIRST     CLASS II
 LV0299
 LV0299.The horizontal coordinates were scaled from a topographic map and have
 LV0299.an estimated accuracy of +/- 6 seconds.
 LV0299.
 LV0299.The orthometric height was determined by differential leveling and
 LV0299.adjusted in June 1991.
 LV0299
 LV0299.The geoid height was determined by GEOID09.
 LV0299
 LV0299.The dynamic height is computed by dividing the NAVD 88
 LV0299.geopotential number by the normal gravity value computed on the
 LV0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0299.degrees latitude (g = 980.6199 gals.).
 LV0299
 LV0299.The modeled gravity was interpolated from observed gravity values.
 LV0299
 LV0299;                    North         East    Units  Estimated Accuracy
 LV0299;SPC CA 1     -   671,190.    1,823,880.      MT  (+/- 180 meters Scaled)
 LV0299
 LV0299                          SUPERSEDED SURVEY CONTROL
 LV0299
 LV0299  NGVD 29 (12/02/92)    1.262  (m)            4.14   (f) ADJUSTED    1 2
 LV0299
 LV0299.Superseded values are not recommended for survey control.
 LV0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0299.See file dsdata.txt to determine how the superseded data were derived.
 LV0299
 LV0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL081233(NAD 83)
 LV0299
 LV0299_MARKER: DB = BENCH MARK DISK
 LV0299_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0299_SP_SET: HEADWALL
 LV0299_STAMPING: P 735 1944
 LV0299_MARK LOGO: CGS   
 LV0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0299+STABILITY: SURFACE MOTION
 LV0299
 LV0299  HISTORY     - Date     Condition        Report By
 LV0299  HISTORY     - 1944     MONUMENTED       CGS
 LV0299  HISTORY     - 1967     GOOD             CGS
 LV0299  HISTORY     - 19880220 POOR             NGS
 LV0299  HISTORY     - 20030824 POOR             ORBITE
 LV0299
 LV0299                          STATION DESCRIPTION
 LV0299
 LV0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0299'AT ARCATA.
 LV0299'AT ARCATA, ALONG G STREET, 0.85 MILE SOUTH OF THE CITY PARK,
 LV0299'0.05 MILE NORTH OF THE JUNCTION OF A ROAD WEST TO CITY OF
 LV0299'ARCATA PUBLIC WORK YARD, AT THE NORTH END OF A CURVE IN THE
 LV0299'STREET, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD
 LV0299'WALL OF A 4- BY 9-FOOT CONCRETE BOX CULVERT WITH WOODEN
 LV0299'GUARDRAILS, 13 FEET EAST OF THE CENTER LINE OF THE STREET, 50
 LV0299'FEET SOUTHEAST OF THE EAST LEG OF A STEEL TOWER OF A POWER
 LV0299'TRANSMISSION LINE, AND ABOUT LEVEL WITH THE STREET.  1.0 MILE
 LV0299'NORTH OF BENCH MARK G 75 RESET 1954.
 LV0299
 LV0299                          STATION RECOVERY (1988)
 LV0299
 LV0299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0299'RECOVERED IN POOR CONDITION.  THE DISK IS A STEEL DISK USED IN THE
 LV0299'40S AND IT HAS RUSTED AND THE STAMPING IS ILLEGIBLE.
 LV0299
 LV0299                          STATION RECOVERY (2003)
 LV0299
 LV0299'RECOVERY NOTE BY ORBITECH INC 2003 (SHG)
 LV0299'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0116 ***********************************************************************
 LV0116  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0116  DESIGNATION -  PASS AZ MK
 LV0116  PID         -  LV0116
 LV0116  STATE/COUNTY-  CA/DEL NORTE
 LV0116  USGS QUAD   -  SISTER ROCKS (1966)
 LV0116
 LV0116                         *CURRENT SURVEY CONTROL
 LV0116  ___________________________________________________________________
 LV0116* NAD 83(1986)-  41 44 59.6    (N)    124 11 53.8    (W)     HD_HELD2  
 LV0116* NAVD 88     -         4.205  (meters)      13.80   (feet)  ADJUSTED  
 LV0116  ___________________________________________________________________
 LV0116  GEOID HEIGHT-         -28.72  (meters)                     GEOID09
 LV0116  DYNAMIC HT  -           4.203 (meters)      13.79  (feet)  COMP
 LV0116  MODELED GRAV-     980,289.8   (mgal)                       NAVD 88
 LV0116
 LV0116  VERT ORDER  -  FIRST     CLASS II
 LV0116
 LV0116.The horizontal coordinates were established by autonomous hand held GPS
 LV0116.observations and have an estimated accuracy of +/- 10 meters.
 LV0116.
 LV0116.The orthometric height was determined by differential leveling and
 LV0116.adjusted in June 1991.
 LV0116
 LV0116.WARNING-Repeat measurements at this control monument indicate possible
 LV0116.vertical movement.
 LV0116
 LV0116.This Tidal Bench Mark is designated as VM 1021
 LV0116.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0116
 LV0116.The geoid height was determined by GEOID09.
 LV0116
 LV0116.The dynamic height is computed by dividing the NAVD 88
 LV0116.geopotential number by the normal gravity value computed on the
 LV0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0116.degrees latitude (g = 980.6199 gals.).
 LV0116
 LV0116.The modeled gravity was interpolated from observed gravity values.
 LV0116
 LV0116;                    North         East    Units  Estimated Accuracy
 LV0116;SPC CA 1     -   770,635.    1,817,175.      MT  (+/- 10 meters HH2 GPS)
 LV0116
 LV0116                          SUPERSEDED SURVEY CONTROL
 LV0116
 LV0116  NGVD 29 (12/02/92)    3.191  (m)           10.47   (f) ADJUSTED    1 2
 LV0116
 LV0116.Superseded values are not recommended for survey control.
 LV0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0116.See file dsdata.txt to determine how the superseded data were derived.
 LV0116
 LV0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM0037222701(NAD 83)
 LV0116
 LV0116_MARKER: DZ = AZIMUTH MARK DISK
 LV0116_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0116_SP_SET: RETAINING WALL
 LV0116_STAMPING: PASS 1941
 LV0116_MARK LOGO: CGS   
 LV0116_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0116+STABILITY: SURFACE MOTION
 LV0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0116+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 LV0116
 LV0116  HISTORY     - Date     Condition        Report By
 LV0116  HISTORY     - 1941     MONUMENTED       CGS
 LV0116  HISTORY     - 1967     GOOD             CGS
 LV0116  HISTORY     - 1988     GOOD             NGS
 LV0116  HISTORY     - 19940629 GOOD             CADT
 LV0116
 LV0116                          STATION DESCRIPTION
 LV0116
 LV0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0116'AT CRESCENT CITY.
 LV0116'AT CRESCENT CITY, ALONG FRONT STREET BETWEEN F AND G STREETS,
 LV0116'IN THE TOP OF A CONCRETE SEAWALL, 9.0 FEET SOUTHEAST OF THE
 LV0116'SOUTHEAST CURB OF FRONT STREET, 123 FEET NORTHEAST OF THE CENTER
 LV0116'LINE OF F STREET, 15 FEET EAST OF A STEEL LIGHT POLE, 0.5 FOOT
 LV0116'NORTHWEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE STREETS.
 LV0116
 LV0116                          STATION RECOVERY (1988)
 LV0116
 LV0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0116'RECOVERED IN GOOD CONDITION.
 LV0116
 LV0116                          STATION RECOVERY (1994)
 LV0116
 LV0116'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 LV0116'RECOVERED IN GOOD CONDITION.  NOTE--THE SEAWALL IS NOW A LOW RETAINING
 LV0116'WALL, ABOUT 2 FT (0.6 M) HIGH, ALONG THE NORTHWEST EDGE OF A CITY PARK
 LV0116'ON THE SOUTHEAST SIDE OF FRONT STREET.  ADJACENT TREES IN THE PARK
 LV0116'BLOCK THE LINE OF SIGHT TO STATION PASS.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1501 ***********************************************************************
 KT1501  DESIGNATION -  Q 102
 KT1501  PID         -  KT1501
 KT1501  STATE/COUNTY-  CA/MENDOCINO
 KT1501  USGS QUAD   -  NOBLE BUTTE (1994)
 KT1501
 KT1501                         *CURRENT SURVEY CONTROL
 KT1501  ___________________________________________________________________
 KT1501* NAD 83(1986)-  39 53 22.     (N)    123 44 50.     (W)     SCALED    
 KT1501* NAVD 88     -       223.603  (meters)     733.60   (feet)  ADJUSTED  
 KT1501  ___________________________________________________________________
 KT1501  GEOID HEIGHT-         -30.15  (meters)                     GEOID09
 KT1501  DYNAMIC HT  -         223.482 (meters)     733.21  (feet)  COMP
 KT1501  MODELED GRAV-     980,078.7   (mgal)                       NAVD 88
 KT1501
 KT1501  VERT ORDER  -  FIRST     CLASS II
 KT1501
 KT1501.The horizontal coordinates were scaled from a topographic map and have
 KT1501.an estimated accuracy of +/- 6 seconds.
 KT1501.
 KT1501.The orthometric height was determined by differential leveling and
 KT1501.adjusted in June 1991.
 KT1501
 KT1501.The geoid height was determined by GEOID09.
 KT1501
 KT1501.The dynamic height is computed by dividing the NAVD 88
 KT1501.geopotential number by the normal gravity value computed on the
 KT1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1501.degrees latitude (g = 980.6199 gals.).
 KT1501
 KT1501.The modeled gravity was interpolated from observed gravity values.
 KT1501
 KT1501;                    North         East    Units  Estimated Accuracy
 KT1501;SPC CA 2     -   748,190.    1,850,570.      MT  (+/- 180 meters Scaled)
 KT1501
 KT1501                          SUPERSEDED SURVEY CONTROL
 KT1501
 KT1501  NGVD 29 (12/02/92)  222.690  (m)          730.61   (f) ADJUSTED    1 2
 KT1501
 KT1501.Superseded values are not recommended for survey control.
 KT1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1501.See file dsdata.txt to determine how the superseded data were derived.
 KT1501
 KT1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK361157(NAD 83)
 KT1501
 KT1501_MARKER: DB = BENCH MARK DISK
 KT1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1501_SP_SET: CONCRETE POST
 KT1501_STAMPING: Q 102 1931
 KT1501_MARK LOGO: CADH  
 KT1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1501+STABILITY: SURFACE MOTION
 KT1501
 KT1501  HISTORY     - Date     Condition        Report By
 KT1501  HISTORY     - 1931     MONUMENTED       CADH
 KT1501  HISTORY     - 1967     GOOD             CGS
 KT1501  HISTORY     - 19880405 GOOD             NGS
 KT1501
 KT1501                          STATION DESCRIPTION
 KT1501
 KT1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1501'3.2 MI N FROM LEGGETT.
 KT1501'3.2 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1501'AT LEGGETT, 60 FEET NORTH OF THE NORTHWEST CORNER OF RHEAS GIFT
 KT1501'SHOP BUILDING, 41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 KT1501'ABOUT 60 FEET SOUTH OF THE SOUTH END OF A CUT BANK AND A DRIVEWAY,
 KT1501'14 FEET NORTH OF A 12-INCH BLACK WALNUT TREE, 0.6 FOOT WEST OF A
 KT1501'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 KT1501'OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 KT1501
 KT1501                          STATION RECOVERY (1988)
 KT1501
 KT1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1501'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.1 KM
 KT1501'(3.15 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 KT1501'STATE HIGHWAY 1 IN LEGGETT, 19.2 M (63.0 FT) SOUTH OF THE SOUTH END
 KT1501'OF A HIGHWAY CUT, 18.3 M (60.0 FT) NORTH OF THE NORTHWEST CORNER OF
 KT1501'VIOLET HENZES GIFT SHOP, 12.9 M (42.3 FT) EAST OF THE CENTERLINE OF
 KT1501'THE HIGHWAY, 4.4 M (14.4 FT) SOUTHEAST OF THE EAST END OF CULVERT
 KT1501'NUMBER 95.52, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.2 M
 KT1501'(0.7 FT) WEST OF A WITNESS POST, AND IN A CONCRETE MONUMENT THAT IS
 KT1501'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0873 ***********************************************************************
 KT0873  DESIGNATION -  Q 103 CAHD
 KT0873  PID         -  KT0873
 KT0873  STATE/COUNTY-  CA/MENDOCINO
 KT0873  USGS QUAD   -  LONGVALE (1994)
 KT0873
 KT0873                         *CURRENT SURVEY CONTROL
 KT0873  ___________________________________________________________________
 KT0873* NAD 83(1986)-  39 33 19.     (N)    123 25 47.     (W)     SCALED    
 KT0873* NAVD 88     -       361.10   (+/-2cm)    1184.7    (feet)  VERTCON   
 KT0873  ___________________________________________________________________
 KT0873  GEOID HEIGHT-         -29.58  (meters)                     GEOID09
 KT0873  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0873
 KT0873.The horizontal coordinates were scaled from a topographic map and have
 KT0873.an estimated accuracy of +/- 6 seconds.
 KT0873.
 KT0873.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0873
 KT0873.The vertical order pertains to the NGVD 29 superseded value.
 KT0873
 KT0873.The geoid height was determined by GEOID09.
 KT0873
 KT0873;                    North         East    Units  Estimated Accuracy
 KT0873;SPC CA 2     -   710,620.    1,877,130.      MT  (+/- 180 meters Scaled)
 KT0873
 KT0873                          SUPERSEDED SURVEY CONTROL
 KT0873
 KT0873  NGVD 29 (??/??/92)  360.165  (m)         1181.64   (f) ADJ UNCH    1 2
 KT0873
 KT0873.Superseded values are not recommended for survey control.
 KT0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0873.See file dsdata.txt to determine how the superseded data were derived.
 KT0873
 KT0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ630784(NAD 83)
 KT0873
 KT0873_MARKER: DB = BENCH MARK DISK
 KT0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT0873_STAMPING: Q 103 1931 RP RP
 KT0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0873+STABILITY: SURFACE MOTION
 KT0873
 KT0873  HISTORY     - Date     Condition        Report By
 KT0873  HISTORY     - 1931     MONUMENTED       CADH
 KT0873  HISTORY     - 1967     GOOD             CGS
 KT0873
 KT0873                          STATION DESCRIPTION
 KT0873
 KT0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0873'AT LONGVALE.
 KT0873'AT LONGVALE, AT THE JUNCTION OF U.S. HIGHWAY 101 AND DOS
 KT0873'RIOS ROAD, 240 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 KT0873'110 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY MEASURED
 KT0873'FROM THE CENTER OF A CONCRETE ISLAND, 20 FEET NORTH-NORTHWEST
 KT0873'OF THE WEST CORNER OF A MOTEL OFFICE BUILDING, 36 FEET
 KT0873'NORTHEAST OF THE HIGHWAY RIGHT-OF-WAY FENCE, 6 FEET NORTH OF
 KT0873'A LARGE OAK TREE, 1.4 FEET SOUTHWEST OF A SMALL FENCE AROUND A
 KT0873'PATIO, ABOUT 2 FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF
 KT0873'A CONCRETE POST PROJECTRING 0.9 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0878 ***********************************************************************
 KT0878  DESIGNATION -  Q 1081
 KT0878  PID         -  KT0878
 KT0878  STATE/COUNTY-  CA/MENDOCINO
 KT0878  USGS QUAD   -  LONGVALE (1994)
 KT0878
 KT0878                         *CURRENT SURVEY CONTROL
 KT0878  ___________________________________________________________________
 KT0878* NAD 83(1986)-  39 34 54.     (N)    123 26 40.     (W)     SCALED    
 KT0878* NAVD 88     -       397.93   (+/-2cm)    1305.5    (feet)  VERTCON   
 KT0878  ___________________________________________________________________
 KT0878  GEOID HEIGHT-         -29.58  (meters)                     GEOID09
 KT0878  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0878
 KT0878.The horizontal coordinates were scaled from a topographic map and have
 KT0878.an estimated accuracy of +/- 6 seconds.
 KT0878.
 KT0878.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0878
 KT0878.The vertical order pertains to the NGVD 29 superseded value.
 KT0878
 KT0878.The geoid height was determined by GEOID09.
 KT0878
 KT0878;                    North         East    Units  Estimated Accuracy
 KT0878;SPC CA 2     -   713,570.    1,875,920.      MT  (+/- 180 meters Scaled)
 KT0878
 KT0878                          SUPERSEDED SURVEY CONTROL
 KT0878
 KT0878  NGVD 29 (??/??/92)  397.002  (m)         1302.50   (f) ADJ UNCH    1 2
 KT0878
 KT0878.Superseded values are not recommended for survey control.
 KT0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0878.See file dsdata.txt to determine how the superseded data were derived.
 KT0878
 KT0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ618814(NAD 83)
 KT0878
 KT0878_MARKER: DB = BENCH MARK DISK
 KT0878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0878_SP_SET: BRIDGE
 KT0878_STAMPING: Q 1081 1967
 KT0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0878
 KT0878  HISTORY     - Date     Condition        Report By
 KT0878  HISTORY     - 1967     MONUMENTED       CGS
 KT0878
 KT0878                          STATION DESCRIPTION
 KT0878
 KT0878'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0878'2 MI N FROM LONGVALE.
 KT0878'2.0 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 KT0878'DOS RIOS ROAD AT LONGVALE, IN THE TOP AND 0.9 FOOT SOUTHWEST
 KT0878'OF THE NORTHEAST END OF THE NORTHEAST CONCRETE WING WALL OF A
 KT0878'BRIDGE OVER LONG VALLEY CREEK, 30 FEET EAST OF THE CENTER LINE
 KT0878'OF THE HIGHWAY, 1.0 FOOT WEST OF THE CONCRETE GUARD RAIL, AND
 KT0878'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1479 ***********************************************************************
 KT1479  DESIGNATION -  Q 1082
 KT1479  PID         -  KT1479
 KT1479  STATE/COUNTY-  CA/MENDOCINO
 KT1479  USGS QUAD   -  TAN OAK PARK (1994)
 KT1479
 KT1479                         *CURRENT SURVEY CONTROL
 KT1479  ___________________________________________________________________
 KT1479* NAD 83(1986)-  39 49 38.     (N)    123 36 22.     (W)     SCALED    
 KT1479* NAVD 88     -       400.76   (+/-2cm)    1314.8    (feet)  VERTCON   
 KT1479  ___________________________________________________________________
 KT1479  GEOID HEIGHT-         -29.71  (meters)                     GEOID09
 KT1479  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1479
 KT1479.The horizontal coordinates were scaled from a topographic map and have
 KT1479.an estimated accuracy of +/- 6 seconds.
 KT1479.
 KT1479.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1479
 KT1479.The vertical order pertains to the NGVD 29 superseded value.
 KT1479
 KT1479.The geoid height was determined by GEOID09.
 KT1479
 KT1479;                    North         East    Units  Estimated Accuracy
 KT1479;SPC CA 2     -   741,060.    1,862,510.      MT  (+/- 180 meters Scaled)
 KT1479
 KT1479                          SUPERSEDED SURVEY CONTROL
 KT1479
 KT1479  NGVD 29 (??/??/92)  399.824  (m)         1311.76   (f) ADJ UNCH    1 2
 KT1479
 KT1479.Superseded values are not recommended for survey control.
 KT1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1479.See file dsdata.txt to determine how the superseded data were derived.
 KT1479
 KT1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK481087(NAD 83)
 KT1479
 KT1479_MARKER: DB = BENCH MARK DISK
 KT1479_SETTING: 66 = SET IN ROCK OUTCROP
 KT1479_SP_SET: OUTCROP
 KT1479_STAMPING: Q 1082 1967
 KT1479_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1479+STABILITY: POSITION/ELEVATION WELL
 KT1479
 KT1479  HISTORY     - Date     Condition        Report By
 KT1479  HISTORY     - 1967     MONUMENTED       CGS
 KT1479  HISTORY     - 1972     GOOD             USGS
 KT1479
 KT1479                          STATION DESCRIPTION
 KT1479
 KT1479'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1479'8.9 MI SE FROM LEGGETT.
 KT1479'8.9 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 101 FROM THE POST
 KT1479'OFFICE AT LEGGETT, 0.1 MILE WEST OF THE ENTRANCE TO TAN OAK PARK,
 KT1479'AT THE CROSSING OF MAD CREEK, ON THE EAST SLOPE OF A HILL, SOUTH
 KT1479'AND ACROSS RATTLESNAKE CREEK FROM A MASSIVE ROCK CLIFF, IN THE
 KT1479'TOP OF A 5- BY 7-FOOT OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE
 KT1479'THE GROUND, 112 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 8.0
 KT1479'FEET EAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE GROUND.
 KT1479
 KT1479                          STATION RECOVERY (1972)
 KT1479
 KT1479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1516 ***********************************************************************
 KT1516  DESIGNATION -  Q 1083
 KT1516  PID         -  KT1516
 KT1516  STATE/COUNTY-  CA/MENDOCINO
 KT1516  USGS QUAD   -  PIERCY (1994)
 KT1516
 KT1516                         *CURRENT SURVEY CONTROL
 KT1516  ___________________________________________________________________
 KT1516* NAD 83(1986)-  39 57 48.     (N)    123 47 17.     (W)     SCALED    
 KT1516* NAVD 88     -       233.310  (meters)     765.45   (feet)  ADJUSTED  
 KT1516  ___________________________________________________________________
 KT1516  GEOID HEIGHT-         -30.30  (meters)                     GEOID09
 KT1516  DYNAMIC HT  -         233.183 (meters)     765.03  (feet)  COMP
 KT1516  MODELED GRAV-     980,076.6   (mgal)                       NAVD 88
 KT1516
 KT1516  VERT ORDER  -  FIRST     CLASS II
 KT1516
 KT1516.The horizontal coordinates were scaled from a topographic map and have
 KT1516.an estimated accuracy of +/- 6 seconds.
 KT1516.
 KT1516.The orthometric height was determined by differential leveling and
 KT1516.adjusted in June 1991.
 KT1516
 KT1516.The geoid height was determined by GEOID09.
 KT1516
 KT1516.The dynamic height is computed by dividing the NAVD 88
 KT1516.geopotential number by the normal gravity value computed on the
 KT1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1516.degrees latitude (g = 980.6199 gals.).
 KT1516
 KT1516.The modeled gravity was interpolated from observed gravity values.
 KT1516
 KT1516;                    North         East    Units  Estimated Accuracy
 KT1516;SPC CA 2     -   756,460.    1,847,230.      MT  (+/- 180 meters Scaled)
 KT1516
 KT1516                          SUPERSEDED SURVEY CONTROL
 KT1516
 KT1516  NGVD 29 (12/02/92)  232.396  (m)          762.45   (f) ADJUSTED    1 2
 KT1516
 KT1516.Superseded values are not recommended for survey control.
 KT1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1516.See file dsdata.txt to determine how the superseded data were derived.
 KT1516
 KT1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK326239(NAD 83)
 KT1516
 KT1516_MARKER: DB = BENCH MARK DISK
 KT1516_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KT1516_SP_SET: HEADWALL
 KT1516_STAMPING: Q 1083 1967
 KT1516_MARK LOGO: CGS   
 KT1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1516+STABILITY: SURFACE MOTION
 KT1516
 KT1516  HISTORY     - Date     Condition        Report By
 KT1516  HISTORY     - 1967     MONUMENTED       CGS
 KT1516  HISTORY     - 1972     GOOD             USGS
 KT1516  HISTORY     - 19880401 GOOD             NGS
 KT1516
 KT1516                          STATION DESCRIPTION
 KT1516
 KT1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1516'1.4 MI S FROM PIERCY.
 KT1516'1.4 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1516'AT PIERCY, IN THE TOP AND 1.0 FOOT EAST OF THE WEST END OF THE
 KT1516'CONCRETE HEAD WALL FOR SIPHON 103.92 WHICH IS IN A CUT BANK, 18
 KT1516'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL
 KT1516'WITH THE HIGHWAY.
 KT1516
 KT1516                          STATION RECOVERY (1972)
 KT1516
 KT1516'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1516'RECOVERED IN GOOD CONDITION.
 KT1516
 KT1516                          STATION RECOVERY (1988)
 KT1516
 KT1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1516'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.9 KM (9.25
 KT1516'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 KT1516'HIGHWAY 1 IN LEGGETT, THENCE 3.0 KM (1.85 MI) NORTHERLY ALONG STATE
 KT1516'HIGHWAY 271.  CHANGE--THE CULVERT NUMBER 103.92 TO 18.97.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1268 ***********************************************************************
 LU1268  DESIGNATION -  Q 1084
 LU1268  PID         -  LU1268
 LU1268  STATE/COUNTY-  CA/HUMBOLDT
 LU1268  USGS QUAD   -  MIRANDA (1970)
 LU1268
 LU1268                         *CURRENT SURVEY CONTROL
 LU1268  ___________________________________________________________________
 LU1268* NAD 83(1986)-  40 09 06.     (N)    123 47 40.     (W)     SCALED    
 LU1268* NAVD 88     -        90.88   (+/-2cm)     298.2    (feet)  VERTCON   
 LU1268  ___________________________________________________________________
 LU1268  GEOID HEIGHT-         -30.42  (meters)                     GEOID09
 LU1268  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1268
 LU1268.The horizontal coordinates were scaled from a topographic map and have
 LU1268.an estimated accuracy of +/- 6 seconds.
 LU1268.
 LU1268.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1268
 LU1268.The vertical order pertains to the NGVD 29 superseded value.
 LU1268
 LU1268.The geoid height was determined by GEOID09.
 LU1268
 LU1268;                    North         East    Units  Estimated Accuracy
 LU1268;SPC CA 1     -   592,430.    1,847,120.      MT  (+/- 180 meters Scaled)
 LU1268
 LU1268                          SUPERSEDED SURVEY CONTROL
 LU1268
 LU1268  NGVD 29 (??/??/92)   89.942  (m)          295.08   (f) ADJ UNCH    1 2
 LU1268
 LU1268.Superseded values are not recommended for survey control.
 LU1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1268.See file dsdata.txt to determine how the superseded data were derived.
 LU1268
 LU1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK323448(NAD 83)
 LU1268
 LU1268_MARKER: DB = BENCH MARK DISK
 LU1268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1268_SP_SET: CULVERT
 LU1268_STAMPING: Q 1084 1967
 LU1268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1268
 LU1268  HISTORY     - Date     Condition        Report By
 LU1268  HISTORY     - 1967     MONUMENTED       CGS
 LU1268  HISTORY     - 1982     GOOD             CADT
 LU1268  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LU1268
 LU1268                          STATION DESCRIPTION
 LU1268
 LU1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1268'5.6 MI N FROM GARBERVILLE.
 LU1268'5.55 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1268'GARBERVILLE, IN THE TOP AND 1.0 FOOT WEST OF THE EAST END OF THE
 LU1268'EAST CONCRETE WING WALL OF 48-INCH PIPE CULVERT R 15.34, 53 FEET
 LU1268'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 6 FEET
 LU1268'LOWER THAN THE HIGHWAY.
 LU1268
 LU1268                          STATION RECOVERY (1982)
 LU1268
 LU1268'RECOVERY NOTE BY CALTRANS 1982
 LU1268'RECOVERED IN GOOD CONDITION.
 LU1268
 LU1268                          STATION RECOVERY (1988)
 LU1268
 LU1268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1268'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1306 ***********************************************************************
 LU1306  DESIGNATION -  Q 1085
 LU1306  PID         -  LU1306
 LU1306  STATE/COUNTY-  CA/HUMBOLDT
 LU1306  USGS QUAD   -  WEOTT (1969)
 LU1306
 LU1306                         *CURRENT SURVEY CONTROL
 LU1306  ___________________________________________________________________
 LU1306* NAD 83(1986)-  40 18 49.     (N)    123 54 43.     (W)     SCALED    
 LU1306* NAVD 88     -       100.553  (meters)     329.90   (feet)  ADJUSTED  
 LU1306  ___________________________________________________________________
 LU1306  GEOID HEIGHT-         -30.51  (meters)                     GEOID09
 LU1306  DYNAMIC HT  -         100.501 (meters)     329.73  (feet)  COMP
 LU1306  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 LU1306
 LU1306  VERT ORDER  -  FIRST     CLASS II
 LU1306
 LU1306.The horizontal coordinates were scaled from a topographic map and have
 LU1306.an estimated accuracy of +/- 6 seconds.
 LU1306.
 LU1306.The orthometric height was determined by differential leveling and
 LU1306.adjusted in December 1992.
 LU1306
 LU1306.The geoid height was determined by GEOID09.
 LU1306
 LU1306.The dynamic height is computed by dividing the NAVD 88
 LU1306.geopotential number by the normal gravity value computed on the
 LU1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1306.degrees latitude (g = 980.6199 gals.).
 LU1306
 LU1306.The modeled gravity was interpolated from observed gravity values.
 LU1306
 LU1306;                    North         East    Units  Estimated Accuracy
 LU1306;SPC CA 1     -   610,620.    1,837,500.      MT  (+/- 180 meters Scaled)
 LU1306
 LU1306                          SUPERSEDED SURVEY CONTROL
 LU1306
 LU1306  NAVD 88 (06/15/91)  100.553  (m)          329.90   (f) UNKNOWN     1 2
 LU1306  NGVD 29 (12/02/92)   99.602  (m)          326.78   (f) ADJUSTED    1 2
 LU1306
 LU1306.Superseded values are not recommended for survey control.
 LU1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1306.See file dsdata.txt to determine how the superseded data were derived.
 LU1306
 LU1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK225629(NAD 83)
 LU1306
 LU1306_MARKER: DB = BENCH MARK DISK
 LU1306_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1306_SP_SET: RETAINING WALL
 LU1306_STAMPING: Q 1085 1967
 LU1306_MARK LOGO: CGS   
 LU1306_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1306+STABILITY: SURFACE MOTION
 LU1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1306+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LU1306
 LU1306  HISTORY     - Date     Condition        Report By
 LU1306  HISTORY     - 1967     MONUMENTED       CGS
 LU1306  HISTORY     - 19880324 GOOD             NGS
 LU1306  HISTORY     - 19920730 GOOD             NGS
 LU1306
 LU1306                          STATION DESCRIPTION
 LU1306
 LU1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1306'4.5 MI N FROM MYERS FLAT.
 LU1306'4.5 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1306'OVERPASS AT MYERS FLAT, IN THE TOP AND 0.3 FOOT NORTHWEST OF
 LU1306'THE SOUTHEAST END OF A RETAINING WALL AT CATCH BASIN 32.41, 32
 LU1306'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4
 LU1306'FEET HIGHER THAN THE HIGHWAY.
 LU1306
 LU1306                          STATION RECOVERY (1988)
 LU1306
 LU1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1306'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  32.6 KM (20.25
 LU1306'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1306'GARBERVILLE.
 LU1306
 LU1306                          STATION RECOVERY (1992)
 LU1306
 LU1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1306'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1306'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1306'REDWOOD DRIVE, THENCE 33.9 KM (21.05 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1306'101, IN TOP OF AND 0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST END OF A
 LU1306'CONCRETE RETAINING WALL FOR A CATCH BASIN AT MILEPOST 32.41, 9.8 M
 LU1306'(32.2 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LU1306'HIGHWAY, AND 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0395 ***********************************************************************
 LV0395  DESIGNATION -  Q 1086
 LV0395  PID         -  LV0395
 LV0395  STATE/COUNTY-  CA/HUMBOLDT
 LV0395  USGS QUAD   -  SCOTIA (1970)
 LV0395
 LV0395                         *CURRENT SURVEY CONTROL
 LV0395  ___________________________________________________________________
 LV0395* NAD 83(1986)-  40 29 39.     (N)    124 06 08.     (W)     SCALED    
 LV0395* NAVD 88     -        41.940  (meters)     137.60   (feet)  ADJUSTED  
 LV0395  ___________________________________________________________________
 LV0395  GEOID HEIGHT-         -30.83  (meters)                     GEOID09
 LV0395  DYNAMIC HT  -          41.920 (meters)     137.53  (feet)  COMP
 LV0395  MODELED GRAV-     980,143.9   (mgal)                       NAVD 88
 LV0395
 LV0395  VERT ORDER  -  FIRST     CLASS II
 LV0395
 LV0395.The horizontal coordinates were scaled from a topographic map and have
 LV0395.an estimated accuracy of +/- 6 seconds.
 LV0395.
 LV0395.The orthometric height was determined by differential leveling and
 LV0395.adjusted in December 1992.
 LV0395
 LV0395.The geoid height was determined by GEOID09.
 LV0395
 LV0395.The dynamic height is computed by dividing the NAVD 88
 LV0395.geopotential number by the normal gravity value computed on the
 LV0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0395.degrees latitude (g = 980.6199 gals.).
 LV0395
 LV0395.The modeled gravity was interpolated from observed gravity values.
 LV0395
 LV0395;                    North         East    Units  Estimated Accuracy
 LV0395;SPC CA 1     -   631,030.    1,821,820.      MT  (+/- 180 meters Scaled)
 LV0395
 LV0395                          SUPERSEDED SURVEY CONTROL
 LV0395
 LV0395  NAVD 88 (06/15/91)   41.989  (m)          137.76   (f) UNKNOWN     1 2
 LV0395  NGVD 29 (12/02/92)   40.965  (m)          134.40   (f) ADJUSTED    1 2
 LV0395
 LV0395.Superseded values are not recommended for survey control.
 LV0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0395.See file dsdata.txt to determine how the superseded data were derived.
 LV0395
 LV0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK065831(NAD 83)
 LV0395
 LV0395_MARKER: DB = BENCH MARK DISK
 LV0395_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0395_SP_SET: ABUTMENT
 LV0395_STAMPING: Q 1086 1967
 LV0395_MARK LOGO: CGS   
 LV0395_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0395+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0395
 LV0395  HISTORY     - Date     Condition        Report By
 LV0395  HISTORY     - 1967     MONUMENTED       CGS
 LV0395  HISTORY     - 19880226 GOOD             NGS
 LV0395  HISTORY     - 19920728 GOOD             NGS
 LV0395
 LV0395                          STATION DESCRIPTION
 LV0395
 LV0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0395'AT RIO DELL.
 LV0395'AT RIO DELL, ACROSS THE EEL BRIDGE FROM SCOTIA, 0.8 MILE NORTHWEST
 LV0395'OF BENCH MARK S 100, 60 FEET SOUTH OF THE CENTER OF THE INTERSECTION
 LV0395'OF WILDWOOD AVENUE (U.S. HIGHWAY 101) AND E. BRIDGE STREET
 LV0395'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE CURB OF A STEEL
 LV0395'TRUSS BRIDGE OVER EEL RIVER, 15 FEET EAST OF THE CENTER LINE OF THE
 LV0395'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 LV0395
 LV0395                          STATION RECOVERY (1988)
 LV0395
 LV0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0395'RECOVERED IN GOOD CONDITION.
 LV0395
 LV0395                          STATION RECOVERY (1992)
 LV0395
 LV0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0395'IN RIO DELL, AT THE INTERSECTION OF WILDWOOD AVENUE AND EAST BRIDGE
 LV0395'STREET, NEAR THE NORTH END OF THE EAST CONCRETE ABUTMENT WALKWAY OF
 LV0395'THE AVENUE BRIDGE SPANNING THE EEL RIVER, 18.3 M (60.0 FT) SOUTH OF
 LV0395'THE CENTER OF THE STREET, 4.6 M (15.1 FT) EAST OF THE CENTERLINE OF
 LV0395'THE AVENUE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0264 ***********************************************************************
 LV0264  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0264  DESIGNATION -  Q 1087
 LV0264  PID         -  LV0264
 LV0264  STATE/COUNTY-  CA/HUMBOLDT
 LV0264  USGS QUAD   -  FIELDS LANDING (1972)
 LV0264
 LV0264                         *CURRENT SURVEY CONTROL
 LV0264  ___________________________________________________________________
 LV0264* NAD 83(1986)-  40 44 11.     (N)    124 12 32.     (W)     SCALED    
 LV0264* NAVD 88     -         9.765  (meters)      32.04   (feet)  ADJUSTED  
 LV0264  ___________________________________________________________________
 LV0264  GEOID HEIGHT-         -30.90  (meters)                     GEOID09
 LV0264  DYNAMIC HT  -           9.760 (meters)      32.02  (feet)  COMP
 LV0264  MODELED GRAV-     980,185.3   (mgal)                       NAVD 88
 LV0264
 LV0264  VERT ORDER  -  FIRST     CLASS II
 LV0264
 LV0264.The horizontal coordinates were scaled from a topographic map and have
 LV0264.an estimated accuracy of +/- 6 seconds.
 LV0264.
 LV0264.The orthometric height was determined by differential leveling and
 LV0264.adjusted in June 1991.
 LV0264
 LV0264.This Tidal Bench Mark is designated as VM 8715
 LV0264.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0264
 LV0264.This Tidal Bench Mark is designated as VM 8721
 LV0264.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0264
 LV0264.The geoid height was determined by GEOID09.
 LV0264
 LV0264.The dynamic height is computed by dividing the NAVD 88
 LV0264.geopotential number by the normal gravity value computed on the
 LV0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0264.degrees latitude (g = 980.6199 gals.).
 LV0264
 LV0264.The modeled gravity was interpolated from observed gravity values.
 LV0264
 LV0264;                    North         East    Units  Estimated Accuracy
 LV0264;SPC CA 1     -   658,140.    1,813,460.      MT  (+/- 180 meters Scaled)
 LV0264
 LV0264                          SUPERSEDED SURVEY CONTROL
 LV0264
 LV0264  NGVD 29 (12/02/92)    8.766  (m)           28.76   (f) ADJUSTED    1 2
 LV0264
 LV0264.Superseded values are not recommended for survey control.
 LV0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0264.See file dsdata.txt to determine how the superseded data were derived.
 LV0264
 LV0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL979101(NAD 83)
 LV0264
 LV0264_MARKER: DB = BENCH MARK DISK
 LV0264_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0264_SP_SET: BRIDGE GUARDRAIL
 LV0264_STAMPING: Q 1087 1967
 LV0264_MARK LOGO: CGS   
 LV0264_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0264+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 LV0264
 LV0264  HISTORY     - Date     Condition        Report By
 LV0264  HISTORY     - 1967     MONUMENTED       CGS
 LV0264  HISTORY     - 19880222 GOOD             NGS
 LV0264  HISTORY     - 19920727 GOOD             NGS
 LV0264
 LV0264                          STATION DESCRIPTION
 LV0264
 LV0264'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0264'5.8 MI S FROM EUREKA.
 LV0264'5.75 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0264'EUREKA, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 LV0264'CONCRETE GUARDRAIL OF KING SALMON AVENUE UNDERPASS NO. 4-67R,
 LV0264'HIGHWAY MILEAGE 72.88, 20 FEET SOUTHEAST OF THE CENTER LINE OF
 LV0264'THE SOUTHEAST LANES OF THE HIGHWAY, AND ABOUT 3 1/2 FEET HIGHER
 LV0264'THAN THE HIGHWAY.
 LV0264
 LV0264                          STATION RECOVERY (1988)
 LV0264
 LV0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0264'RECOVERED IN GOOD CONDITION.
 LV0264
 LV0264                          STATION RECOVERY (1992)
 LV0264
 LV0264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0264'0.1 KM (0.05 MI) NORTHWESTERLY ALONG H STREET FROM THE POST OFFICE AND
 LV0264'COURTHOUSE IN EUREKA, THENCE 9.3 KM (5.75 MI) SOUTHERLY ALONG U.S.
 LV0264'HIGHWAY 101 (4TH STREET), IN THE SOUTHWEST END OF THE SOUTHEAST
 LV0264'CONCRETE BRIDGE RAIL OF THE HIGHWAY OVERPASS OF KING SALMON AVENUE,
 LV0264'6.1 M (20.0 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 LV0264'OF THE HIGHWAY, AND 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 LV0264'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0155 ***********************************************************************
 LV0155  DESIGNATION -  Q 1088
 LV0155  PID         -  LV0155
 LV0155  STATE/COUNTY-  CA/HUMBOLDT
 LV0155  USGS QUAD   -  TRINIDAD (1978)
 LV0155
 LV0155                         *CURRENT SURVEY CONTROL
 LV0155  ___________________________________________________________________
 LV0155* NAD 83(1986)-  41 04 17.     (N)    124 08 38.     (W)     SCALED    
 LV0155* NAVD 88     -        77.726  (meters)     255.01   (feet)  ADJUSTED  
 LV0155  ___________________________________________________________________
 LV0155  GEOID HEIGHT-         -30.03  (meters)                     GEOID09
 LV0155  DYNAMIC HT  -          77.695 (meters)     254.90  (feet)  COMP
 LV0155  MODELED GRAV-     980,222.8   (mgal)                       NAVD 88
 LV0155
 LV0155  VERT ORDER  -  FIRST     CLASS II
 LV0155
 LV0155.The horizontal coordinates were scaled from a topographic map and have
 LV0155.an estimated accuracy of +/- 6 seconds.
 LV0155.
 LV0155.The orthometric height was determined by differential leveling and
 LV0155.adjusted in June 1991.
 LV0155
 LV0155.The geoid height was determined by GEOID09.
 LV0155
 LV0155.The dynamic height is computed by dividing the NAVD 88
 LV0155.geopotential number by the normal gravity value computed on the
 LV0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0155.degrees latitude (g = 980.6199 gals.).
 LV0155
 LV0155.The modeled gravity was interpolated from observed gravity values.
 LV0155
 LV0155;                    North         East    Units  Estimated Accuracy
 LV0155;SPC CA 1     -   695,190.    1,819,850.      MT  (+/- 180 meters Scaled)
 LV0155
 LV0155                          SUPERSEDED SURVEY CONTROL
 LV0155
 LV0155  NGVD 29 (??/??/??)   76.693  (m)          251.62   (f) ADJUSTED    1 2
 LV0155
 LV0155.Superseded values are not recommended for survey control.
 LV0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0155.See file dsdata.txt to determine how the superseded data were derived.
 LV0155
 LV0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL039473(NAD 83)
 LV0155
 LV0155_MARKER: DB = BENCH MARK DISK
 LV0155_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0155_SP_SET: CULVERT
 LV0155_STAMPING: Q 1088 1967
 LV0155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0155
 LV0155  HISTORY     - Date     Condition        Report By
 LV0155  HISTORY     - 1967     MONUMENTED       CGS
 LV0155  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0155
 LV0155                          STATION DESCRIPTION
 LV0155
 LV0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0155'0.7 MI NW FROM TRINIDAD.
 LV0155'0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 101 FROM TRINIDAD UNDERPASS
 LV0155'AT TRINIDAD, 0.3 MILE SOUTH OF TRINIDAD FOREST SERVICE STATION,
 LV0155'AT THE SOUTHWEST PROPERTY CORNER OF SHADOW LODGE, IN THE TOP OF
 LV0155'THE NORTH END OF THE EAST CONCRETE HEAD WALL OF 24-INCH PIPE
 LV0155'CULVERT 101.44, 23 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 LV0155'12 FEET SOUTH OF A POWER POLE BEARING A TRANSFORMER, AND ABOUT
 LV0155'2 FEET HIGHER THAN THE HIGHWAY.
 LV0155
 LV0155                          STATION RECOVERY (1988)
 LV0155
 LV0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0155'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0119 ***********************************************************************
 LV0119  DESIGNATION -  Q 1089
 LV0119  PID         -  LV0119
 LV0119  STATE/COUNTY-  CA/DEL NORTE
 LV0119  USGS QUAD   -  SISTER ROCKS (1966)
 LV0119
 LV0119                         *CURRENT SURVEY CONTROL
 LV0119  ___________________________________________________________________
 LV0119* NAD 83(1986)-  41 44 45.7    (N)    124 12 02.0    (W)     HD_HELD2  
 LV0119* NAVD 88     -         9.495  (meters)      31.15   (feet)  ADJUSTED  
 LV0119  ___________________________________________________________________
 LV0119  GEOID HEIGHT-         -28.74  (meters)                     GEOID09
 LV0119  DYNAMIC HT  -           9.492 (meters)      31.14  (feet)  COMP
 LV0119  MODELED GRAV-     980,290.0   (mgal)                       NAVD 88
 LV0119
 LV0119  VERT ORDER  -  FIRST     CLASS II
 LV0119
 LV0119.The horizontal coordinates were established by autonomous hand held GPS
 LV0119.observations and have an estimated accuracy of +/- 10 meters.
 LV0119.
 LV0119.The orthometric height was determined by differential leveling and
 LV0119.adjusted in June 1991.
 LV0119
 LV0119.WARNING-Repeat measurements at this control monument indicate possible
 LV0119.vertical movement.
 LV0119
 LV0119.The geoid height was determined by GEOID09.
 LV0119
 LV0119.The dynamic height is computed by dividing the NAVD 88
 LV0119.geopotential number by the normal gravity value computed on the
 LV0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0119.degrees latitude (g = 980.6199 gals.).
 LV0119
 LV0119.The modeled gravity was interpolated from observed gravity values.
 LV0119
 LV0119;                    North         East    Units  Estimated Accuracy
 LV0119;SPC CA 1     -   770,211.    1,816,975.      MT  (+/- 10 meters HH2 GPS)
 LV0119
 LV0119                          SUPERSEDED SURVEY CONTROL
 LV0119
 LV0119  NGVD 29 (12/02/92)    8.466  (m)           27.78   (f) ADJUSTED    1 2
 LV0119
 LV0119.Superseded values are not recommended for survey control.
 LV0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0119.See file dsdata.txt to determine how the superseded data were derived.
 LV0119
 LV0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM0017722274(NAD 83)
 LV0119
 LV0119_MARKER: DB = BENCH MARK DISK
 LV0119_SETTING: 66 = SET IN ROCK OUTCROP
 LV0119_SP_SET: BEDROCK
 LV0119_STAMPING: Q 1089 1967
 LV0119_MARK LOGO: CGS   
 LV0119_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0119_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0119+STABILITY: POSITION/ELEVATION WELL
 LV0119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0119+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 LV0119
 LV0119  HISTORY     - Date     Condition        Report By
 LV0119  HISTORY     - 1967     MONUMENTED       CGS
 LV0119  HISTORY     - 1988     GOOD             NGS
 LV0119  HISTORY     - 19940629 GOOD             CADT
 LV0119
 LV0119                          STATION DESCRIPTION
 LV0119
 LV0119'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0119'AT CRESCENT CITY.
 LV0119'AT CRESCENT CITY, 0.15 MILE SOUTHEAST ALONG A STREET FROM
 LV0119'SEASIDE HOSPITAL, ABOUT 200 YARDS SOUTHEAST OF THE JUNCTION OF
 LV0119'BATTERY AND A STREETS, AT THE NORTH END OF A CONCRETE BREAKWATER,
 LV0119'36 FEET EAST OF THE CENTER LINE OF A ROAD SOUTHEAST TO BREAKWATER
 LV0119'PIER, 160 FEET SOUTHEAST OF BENCH MARK TIDAL 8, 35 FEET SOUTH
 LV0119'OF BENCH MARK P 1089, AND ABOUT 10 FEET HIGHER THAN THE ROAD, AND
 LV0119'SET IN THE TOP OF A LARGE ROCK OUTCROP.
 LV0119
 LV0119                          STATION RECOVERY (1988)
 LV0119
 LV0119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0119'RECOVERED IN GOOD CONDITION.
 LV0119
 LV0119                          STATION RECOVERY (1994)
 LV0119
 LV0119'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 LV0119'RECOVERED IN GOOD CONDITION.  NOTE--ADDITIONAL INFORMATION - THE MARK
 LV0119'IS ON THE TOP OF A LARGE ROCK OUTCROP, AT ITS SOUTHEAST END, THAT IS
 LV0119'ABOUT 200 FT (61.0 M) SOUTHEAST OF THE PARKING LOT FOR THE BATTERY
 LV0119'POINT VISTA AREA AND ON THE NORTHEAST SIDE OF THE ACCESS ROAD TO THE
 LV0119'PRIMARY BREAKWATER JETTY FOR THE CRESCENT CITY HARBOR.  SEASIDE
 LV0119'HOSPITAL IS GONE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0078 ***********************************************************************
 LV0078  DESIGNATION -  Q 1090
 LV0078  PID         -  LV0078
 LV0078  STATE/COUNTY-  CA/DEL NORTE
 LV0078  USGS QUAD   -  CHILDS HILL (1975)
 LV0078
 LV0078                         *CURRENT SURVEY CONTROL
 LV0078  ___________________________________________________________________
 LV0078* NAD 83(1986)-  41 38 52.     (N)    124 06 45.     (W)     SCALED    
 LV0078* NAVD 88     -       294.296  (meters)     965.54   (feet)  ADJUSTED  
 LV0078  ___________________________________________________________________
 LV0078  GEOID HEIGHT-         -28.60  (meters)                     GEOID09
 LV0078  DYNAMIC HT  -         294.178 (meters)     965.15  (feet)  COMP
 LV0078  MODELED GRAV-     980,215.4   (mgal)                       NAVD 88
 LV0078
 LV0078  VERT ORDER  -  FIRST     CLASS II
 LV0078
 LV0078.The horizontal coordinates were scaled from a topographic map and have
 LV0078.an estimated accuracy of +/- 6 seconds.
 LV0078.
 LV0078.The orthometric height was determined by differential leveling and
 LV0078.adjusted in June 1991.
 LV0078
 LV0078.The geoid height was determined by GEOID09.
 LV0078
 LV0078.The dynamic height is computed by dividing the NAVD 88
 LV0078.geopotential number by the normal gravity value computed on the
 LV0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0078.degrees latitude (g = 980.6199 gals.).
 LV0078
 LV0078.The modeled gravity was interpolated from observed gravity values.
 LV0078
 LV0078;                    North         East    Units  Estimated Accuracy
 LV0078;SPC CA 1     -   759,120.    1,824,030.      MT  (+/- 180 meters Scaled)
 LV0078
 LV0078                          SUPERSEDED SURVEY CONTROL
 LV0078
 LV0078  NGVD 29 (??/??/??)  293.262  (m)          962.14   (f) ADJUSTED    1 2
 LV0078
 LV0078.Superseded values are not recommended for survey control.
 LV0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0078.See file dsdata.txt to determine how the superseded data were derived.
 LV0078
 LV0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM073112(NAD 83)
 LV0078
 LV0078_MARKER: DB = BENCH MARK DISK
 LV0078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0078_SP_SET: CATCH BASIN
 LV0078_STAMPING: Q 1090 1967
 LV0078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0078
 LV0078  HISTORY     - Date     Condition        Report By
 LV0078  HISTORY     - 1967     MONUMENTED       CGS
 LV0078  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0078
 LV0078                          STATION DESCRIPTION
 LV0078
 LV0078'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0078'10.3 MI S FROM CRESCENT CITY.
 LV0078'10.3 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION OF
 LV0078'FRONT STREET AT CRESCENT CITY, ON THE INSIDE OF A CURVE, NEAR
 LV0078'THE SOUTHEAST END OF A TURNOUT, ABOUT 90 YARDS SOUTHEAST OF THE
 LV0078'JUNCTION OF DAM NATION CREEK TRAIL TO THE OCEAN, IN THE TOP OF
 LV0078'THE NORTH CORNER OF 3- BY 4-FOOT CONCRETE CATCH BASIN 15.96, 15
 LV0078'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 1/2
 LV0078'FEET LOWER THAN THE HIGHWAY.
 LV0078
 LV0078                          STATION RECOVERY (1988)
 LV0078
 LV0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0078'THERE IS A NEW CATCH BASIN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0048 ***********************************************************************
 LV0048  DESIGNATION -  Q 1091
 LV0048  PID         -  LV0048
 LV0048  STATE/COUNTY-  CA/DEL NORTE
 LV0048  USGS QUAD   -  CRESCENT CITY (1978)
 LV0048
 LV0048                         *CURRENT SURVEY CONTROL
 LV0048  ___________________________________________________________________
 LV0048* NAD 83(1986)-  41 45 40.     (N)    124 09 48.     (W)     SCALED    
 LV0048* NAVD 88     -        11.739  (meters)      38.51   (feet)  ADJUSTED  
 LV0048  ___________________________________________________________________
 LV0048  GEOID HEIGHT-         -28.55  (meters)                     GEOID09
 LV0048  DYNAMIC HT  -          11.735 (meters)      38.50  (feet)  COMP
 LV0048  MODELED GRAV-     980,274.5   (mgal)                       NAVD 88
 LV0048
 LV0048  VERT ORDER  -  FIRST     CLASS II
 LV0048
 LV0048.The horizontal coordinates were scaled from a topographic map and have
 LV0048.an estimated accuracy of +/- 6 seconds.
 LV0048.
 LV0048.The orthometric height was determined by differential leveling and
 LV0048.adjusted in June 1991.
 LV0048
 LV0048.The geoid height was determined by GEOID09.
 LV0048
 LV0048.The dynamic height is computed by dividing the NAVD 88
 LV0048.geopotential number by the normal gravity value computed on the
 LV0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0048.degrees latitude (g = 980.6199 gals.).
 LV0048
 LV0048.The modeled gravity was interpolated from observed gravity values.
 LV0048
 LV0048;                    North         East    Units  Estimated Accuracy
 LV0048;SPC CA 1     -   771,810.    1,820,110.      MT  (+/- 180 meters Scaled)
 LV0048
 LV0048                          SUPERSEDED SURVEY CONTROL
 LV0048
 LV0048  NGVD 29 (??/??/??)   10.703  (m)           35.11   (f) ADJUSTED    1 2
 LV0048
 LV0048.Superseded values are not recommended for survey control.
 LV0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0048.See file dsdata.txt to determine how the superseded data were derived.
 LV0048
 LV0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM032239(NAD 83)
 LV0048
 LV0048_MARKER: DB = BENCH MARK DISK
 LV0048_SETTING: 80 = SET IN A BOULDER
 LV0048_SP_SET: BOULDER
 LV0048_STAMPING: Q 1091 1967
 LV0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0048+STABILITY: SURFACE MOTION
 LV0048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0048+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2003
 LV0048
 LV0048  HISTORY     - Date     Condition        Report By
 LV0048  HISTORY     - 1967     MONUMENTED       CGS
 LV0048  HISTORY     - 20031018 GOOD             USPSQD
 LV0048
 LV0048                          STATION DESCRIPTION
 LV0048
 LV0048'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0048'1.7 MI SE FROM CRESCENT CITY.
 LV0048'0.4 MILE SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0048'OF FRONT STREET AT CRESCENT CITY, THENCE 1.3 MILES NORTHEAST
 LV0048'ALONG ELK VALLEY ROAD, 0.25 MILE NORTHEAST OF THE INTERSECTION
 LV0048'OF HOWLAND HILL ROAD, IN THE TOP OF A 6- BY 10-FOOT BOULDER WHICH
 LV0048'IS IN ABOUT THE CENTER OF A LARGE GRASSY LAWN, 81 FEET NORTHEAST
 LV0048'OF THE NORTH CORNER OF A FENCE AROUND A SUBSTATION, 58 FEET
 LV0048'SOUTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER
 LV0048'THAN THE ROAD.
 LV0048
 LV0048                          STATION RECOVERY (2003)
 LV0048
 LV0048'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 LV0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1497 ***********************************************************************
 KT1497  DESIGNATION -  R 102 RESET
 KT1497  PID         -  KT1497
 KT1497  STATE/COUNTY-  CA/MENDOCINO
 KT1497  USGS QUAD   -  NOBLE BUTTE (1994)
 KT1497
 KT1497                         *CURRENT SURVEY CONTROL
 KT1497  ___________________________________________________________________
 KT1497* NAD 83(1986)-  39 52 39.     (N)    123 43 15.     (W)     SCALED    
 KT1497* NAVD 88     -       281.745  (meters)     924.36   (feet)  ADJUSTED  
 KT1497  ___________________________________________________________________
 KT1497  GEOID HEIGHT-         -30.06  (meters)                     GEOID09
 KT1497  DYNAMIC HT  -         281.587 (meters)     923.84  (feet)  COMP
 KT1497  MODELED GRAV-     980,056.6   (mgal)                       NAVD 88
 KT1497
 KT1497  VERT ORDER  -  FIRST     CLASS II
 KT1497
 KT1497.The horizontal coordinates were scaled from a topographic map and have
 KT1497.an estimated accuracy of +/- 6 seconds.
 KT1497.
 KT1497.The orthometric height was determined by differential leveling and
 KT1497.adjusted in June 1991.
 KT1497
 KT1497.The geoid height was determined by GEOID09.
 KT1497
 KT1497.The dynamic height is computed by dividing the NAVD 88
 KT1497.geopotential number by the normal gravity value computed on the
 KT1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1497.degrees latitude (g = 980.6199 gals.).
 KT1497
 KT1497.The modeled gravity was interpolated from observed gravity values.
 KT1497
 KT1497;                    North         East    Units  Estimated Accuracy
 KT1497;SPC CA 2     -   746,820.    1,852,800.      MT  (+/- 180 meters Scaled)
 KT1497
 KT1497                          SUPERSEDED SURVEY CONTROL
 KT1497
 KT1497  NGVD 29 (12/02/92)  280.829  (m)          921.35   (f) ADJUSTED    1 2
 KT1497
 KT1497.Superseded values are not recommended for survey control.
 KT1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1497.See file dsdata.txt to determine how the superseded data were derived.
 KT1497
 KT1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK383144(NAD 83)
 KT1497
 KT1497_MARKER: DB = BENCH MARK DISK
 KT1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1497_SP_SET: CONCRETE POST
 KT1497_STAMPING: R 102 1931 RESET 1948
 KT1497_MARK LOGO: CGS   
 KT1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1497+STABILITY: SURFACE MOTION
 KT1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KT1497+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 KT1497
 KT1497  HISTORY     - Date     Condition        Report By
 KT1497  HISTORY     - 1948     MONUMENTED       CADT
 KT1497  HISTORY     - 1967     GOOD             CGS
 KT1497  HISTORY     - 19880405 GOOD             NGS
 KT1497  HISTORY     - 20090930 GOOD             CADF
 KT1497
 KT1497                          STATION DESCRIPTION
 KT1497
 KT1497'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1497'1.3 MI N FROM LEGGETT.
 KT1497'1.3 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1497'LEGGETT, 0.1 MILE EAST OF A CONCRETE BRIDGE OVER ROCK CREEK, AT
 KT1497'THE WEST END OF A CURVE, AT THE JUNCTION OF A ROAD TO STATE
 KT1497'OF CALIFORNIA DIVISION OF FORESTRY, 44 FEET NORTH OF THE CENTER
 KT1497'LINE OF THE HIGHWAY MEASURED FROM THE CENTER OF THE JUNCTION, 31
 KT1497'FEET EAST OF A 36-INCH FIR TREE, 27 FEET SOUTHWEST OF A 12-INCH
 KT1497'MADRONA TREE, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 6 FEET
 KT1497'HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KT1497'PROJECTING 0.9 FOOT ABOVE THE GROUND.
 KT1497
 KT1497                          STATION RECOVERY (1988)
 KT1497
 KT1497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1497'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.1 KM (1.30
 KT1497'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 KT1497'HIGHWAY 1 IN LEGGETT.  NOTE--THE MARK IS NOW RECESSED 0.27 M (0.9 FT)
 KT1497'BELOW THE GROUND SURFACE.
 KT1497
 KT1497                          STATION RECOVERY (2009)
 KT1497
 KT1497'RECOVERY NOTE BY CALIFORNIA DEPARTMENT OF FORESTRY 2009 (DBK)
 KT1497'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0879 ***********************************************************************
 KT0879  DESIGNATION -  R 1081
 KT0879  PID         -  KT0879
 KT0879  STATE/COUNTY-  CA/MENDOCINO
 KT0879  USGS QUAD   -  LONGVALE (1994)
 KT0879
 KT0879                         *CURRENT SURVEY CONTROL
 KT0879  ___________________________________________________________________
 KT0879* NAD 83(1986)-  39 35 14.     (N)    123 26 57.     (W)     SCALED    
 KT0879* NAVD 88     -       392.68   (+/-2cm)    1288.3    (feet)  VERTCON   
 KT0879  ___________________________________________________________________
 KT0879  GEOID HEIGHT-         -29.59  (meters)                     GEOID09
 KT0879  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0879
 KT0879.The horizontal coordinates were scaled from a topographic map and have
 KT0879.an estimated accuracy of +/- 6 seconds.
 KT0879.
 KT0879.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0879
 KT0879.The vertical order pertains to the NGVD 29 superseded value.
 KT0879
 KT0879.The geoid height was determined by GEOID09.
 KT0879
 KT0879;                    North         East    Units  Estimated Accuracy
 KT0879;SPC CA 2     -   714,190.    1,875,520.      MT  (+/- 180 meters Scaled)
 KT0879
 KT0879                          SUPERSEDED SURVEY CONTROL
 KT0879
 KT0879  NGVD 29 (??/??/92)  391.745  (m)         1285.25   (f) ADJ UNCH    1 2
 KT0879
 KT0879.Superseded values are not recommended for survey control.
 KT0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0879.See file dsdata.txt to determine how the superseded data were derived.
 KT0879
 KT0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ614820(NAD 83)
 KT0879
 KT0879_MARKER: DB = BENCH MARK DISK
 KT0879_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0879_SP_SET: BRIDGE
 KT0879_STAMPING: R 1081 1967
 KT0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0879
 KT0879  HISTORY     - Date     Condition        Report By
 KT0879  HISTORY     - 1967     MONUMENTED       CGS
 KT0879
 KT0879                          STATION DESCRIPTION
 KT0879
 KT0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0879'2.5 MI N FROM LONGVALE.
 KT0879'2.5 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 KT0879'DOS RIOS ROAD AT LONGVALE, AT THE JUNCTION OF A PAVED ROAD
 KT0879'NORTHEAST, IN THE TOP OF THE SOUTH WING WALL OF BRIDGE 10C-55
 KT0879'UNDER THE PAVED ROAD AND OVER LONG VALLEY CREEK, 95 FEET
 KT0879'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 11.5 FEET
 KT0879'SOUTHEAST OF THE CENTER LINE OF THE BRIDGE, 0.1 MILE WEST OF
 KT0879'BENCH MARK N 103, ABOUT LEVEL WITH THE HIGHWAY AND BRIDGE
 KT0879'FLOOR.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1480 ***********************************************************************
 KT1480  DESIGNATION -  R 1082
 KT1480  PID         -  KT1480
 KT1480  STATE/COUNTY-  CA/MENDOCINO
 KT1480  USGS QUAD   -  TAN OAK PARK (1994)
 KT1480
 KT1480                         *CURRENT SURVEY CONTROL
 KT1480  ___________________________________________________________________
 KT1480* NAD 83(1986)-  39 49 56.     (N)    123 37 08.     (W)     SCALED    
 KT1480* NAVD 88     -       374.40   (+/-2cm)    1228.3    (feet)  VERTCON   
 KT1480  ___________________________________________________________________
 KT1480  GEOID HEIGHT-         -29.74  (meters)                     GEOID09
 KT1480  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1480
 KT1480.The horizontal coordinates were scaled from a topographic map and have
 KT1480.an estimated accuracy of +/- 6 seconds.
 KT1480.
 KT1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1480
 KT1480.The vertical order pertains to the NGVD 29 superseded value.
 KT1480
 KT1480.The geoid height was determined by GEOID09.
 KT1480
 KT1480;                    North         East    Units  Estimated Accuracy
 KT1480;SPC CA 2     -   741,630.    1,861,430.      MT  (+/- 180 meters Scaled)
 KT1480
 KT1480                          SUPERSEDED SURVEY CONTROL
 KT1480
 KT1480  NGVD 29 (??/??/92)  373.463  (m)         1225.27   (f) ADJ UNCH    1 2
 KT1480
 KT1480.Superseded values are not recommended for survey control.
 KT1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1480.See file dsdata.txt to determine how the superseded data were derived.
 KT1480
 KT1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK470093(NAD 83)
 KT1480
 KT1480_MARKER: DB = BENCH MARK DISK
 KT1480_SETTING: 66 = SET IN ROCK OUTCROP
 KT1480_SP_SET: OUTCROP
 KT1480_STAMPING: R 1082 1967
 KT1480_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1480+STABILITY: POSITION/ELEVATION WELL
 KT1480
 KT1480  HISTORY     - Date     Condition        Report By
 KT1480  HISTORY     - 1967     MONUMENTED       CGS
 KT1480  HISTORY     - 1972     GOOD             USGS
 KT1480
 KT1480                          STATION DESCRIPTION
 KT1480
 KT1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1480'8.1 MI SE FROM LEGGETT.
 KT1480'8.1 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 101 FROM THE POST
 KT1480'OFFICE AT LEGGETT, 0.05 MILE SOUTHEAST OF THE CROSSING OF
 KT1480'RATTLESNAKE CREEK, SET VERTICALLY IN THE SOUTHWEST FACE OF A
 KT1480'MASSIVE OUTCROP WHICH IS IN A CUT BANK, 46 FEET NORTHEAST OF THE
 KT1480'CENTER LINE OF THE HIGHWAY, 55 FEET NORTHWEST OF THE SOUTHEAST
 KT1480'END OF THE OUTCROP, AND ABOUT 4 1/2 FEET HIGHER THAN THE HIGHWAY.
 KT1480
 KT1480                          STATION RECOVERY (1972)
 KT1480
 KT1480'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1517 ***********************************************************************
 KT1517  DESIGNATION -  R 1083
 KT1517  PID         -  KT1517
 KT1517  STATE/COUNTY-  CA/MENDOCINO
 KT1517  USGS QUAD   -  PIERCY (1994)
 KT1517
 KT1517                         *CURRENT SURVEY CONTROL
 KT1517  ___________________________________________________________________
 KT1517* NAD 83(1986)-  39 57 54.     (N)    123 47 49.     (W)     SCALED    
 KT1517* NAVD 88     -       227.29   (+/-2cm)     745.7    (feet)  VERTCON   
 KT1517  ___________________________________________________________________
 KT1517  GEOID HEIGHT-         -30.32  (meters)                     GEOID09
 KT1517  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1517
 KT1517.The horizontal coordinates were scaled from a topographic map and have
 KT1517.an estimated accuracy of +/- 6 seconds.
 KT1517.
 KT1517.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1517
 KT1517.The vertical order pertains to the NGVD 29 superseded value.
 KT1517
 KT1517.The geoid height was determined by GEOID09.
 KT1517
 KT1517;                    North         East    Units  Estimated Accuracy
 KT1517;SPC CA 2     -   756,660.    1,846,480.      MT  (+/- 180 meters Scaled)
 KT1517
 KT1517                          SUPERSEDED SURVEY CONTROL
 KT1517
 KT1517  NGVD 29 (??/??/92)  226.374  (m)          742.70   (f) ADJ UNCH    1 2
 KT1517
 KT1517.Superseded values are not recommended for survey control.
 KT1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1517.See file dsdata.txt to determine how the superseded data were derived.
 KT1517
 KT1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK319241(NAD 83)
 KT1517
 KT1517_MARKER: DB = BENCH MARK DISK
 KT1517_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1517_SP_SET: CULVERT
 KT1517_STAMPING: R 1083 1967
 KT1517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1517
 KT1517  HISTORY     - Date     Condition        Report By
 KT1517  HISTORY     - 1967     MONUMENTED       CGS
 KT1517  HISTORY     - 1972     MARK NOT FOUND   USGS
 KT1517
 KT1517                          STATION DESCRIPTION
 KT1517
 KT1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1517'0.9 MI S FROM PIERCY.
 KT1517'0.9 MILE SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1517'AT PIERCY, 0.05 MILE WEST OF EL RANCHO SHOPPING CENTER, AT THE
 KT1517'WEST ENTRANCE TO A LUMBER MILL, IN THE TOP AND 1.0 FOOT WEST OF
 KT1517'THE EAST END OF THE NORTH CONCRETE HEAD WALL OF 48-INCH PIPE
 KT1517'CULVERT 104.42, 20 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
 KT1517
 KT1517                          STATION RECOVERY (1972)
 KT1517
 KT1517'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1517'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1269 ***********************************************************************
 LU1269  DESIGNATION -  R 1084
 LU1269  PID         -  LU1269
 LU1269  STATE/COUNTY-  CA/HUMBOLDT
 LU1269  USGS QUAD   -  MIRANDA (1970)
 LU1269
 LU1269                         *CURRENT SURVEY CONTROL
 LU1269  ___________________________________________________________________
 LU1269* NAD 83(1986)-  40 09 45.     (N)    123 47 13.     (W)     SCALED    
 LU1269* NAVD 88     -        85.55   (+/-2cm)     280.7    (feet)  VERTCON   
 LU1269  ___________________________________________________________________
 LU1269  GEOID HEIGHT-         -30.39  (meters)                     GEOID09
 LU1269  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1269
 LU1269.The horizontal coordinates were scaled from a topographic map and have
 LU1269.an estimated accuracy of +/- 6 seconds.
 LU1269.
 LU1269.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1269
 LU1269.The vertical order pertains to the NGVD 29 superseded value.
 LU1269
 LU1269.The geoid height was determined by GEOID09.
 LU1269
 LU1269;                    North         East    Units  Estimated Accuracy
 LU1269;SPC CA 1     -   593,620.    1,847,780.      MT  (+/- 180 meters Scaled)
 LU1269
 LU1269                          SUPERSEDED SURVEY CONTROL
 LU1269
 LU1269  NGVD 29 (??/??/92)   84.618  (m)          277.62   (f) ADJ UNCH    1 2
 LU1269
 LU1269.Superseded values are not recommended for survey control.
 LU1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1269.See file dsdata.txt to determine how the superseded data were derived.
 LU1269
 LU1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK329460(NAD 83)
 LU1269
 LU1269_MARKER: DB = BENCH MARK DISK
 LU1269_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1269_SP_SET: BASIN
 LU1269_STAMPING: R 1084 1967
 LU1269_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1269
 LU1269  HISTORY     - Date     Condition        Report By
 LU1269  HISTORY     - 1967     MONUMENTED       CGS
 LU1269  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LU1269
 LU1269                          STATION DESCRIPTION
 LU1269
 LU1269'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1269'6.4 MI N FROM GARBERVILLE.
 LU1269'6.4 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1269'GARBERVILLE, 0.1 MILE SOUTHEAST AND ACROSS THE RIVER FROM A GROUP
 LU1269'OF LARGE BOULDERS, IN THE TOP OF THE NORTH CORNER OF A 3- BY
 LU1269'3-FOOT CONCRETE CATCH BASIN NUMBER 16.20 WITH A WOODEN COVER,
 LU1269'37 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.4 FOOT
 LU1269'SOUTHWEST OF THE NORTH CORNER OF THE BASIN, AND ABOUT LEVEL WITH
 LU1269'THE HIGHWAY.
 LU1269
 LU1269                          STATION RECOVERY (1988)
 LU1269
 LU1269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1269'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1307 ***********************************************************************
 LU1307  DESIGNATION -  R 1085
 LU1307  PID         -  LU1307
 LU1307  STATE/COUNTY-  CA/HUMBOLDT
 LU1307  USGS QUAD   -  WEOTT (1969)
 LU1307
 LU1307                         *CURRENT SURVEY CONTROL
 LU1307  ___________________________________________________________________
 LU1307* NAD 83(1986)-  40 19 18.     (N)    123 55 16.     (W)     SCALED    
 LU1307* NAVD 88     -       103.929  (meters)     340.97   (feet)  ADJUSTED  
 LU1307  ___________________________________________________________________
 LU1307  GEOID HEIGHT-         -30.52  (meters)                     GEOID09
 LU1307  DYNAMIC HT  -         103.876 (meters)     340.80  (feet)  COMP
 LU1307  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 LU1307
 LU1307  VERT ORDER  -  FIRST     CLASS II
 LU1307
 LU1307.The horizontal coordinates were scaled from a topographic map and have
 LU1307.an estimated accuracy of +/- 6 seconds.
 LU1307.
 LU1307.The orthometric height was determined by differential leveling and
 LU1307.adjusted in December 1992.
 LU1307
 LU1307.The geoid height was determined by GEOID09.
 LU1307
 LU1307.The dynamic height is computed by dividing the NAVD 88
 LU1307.geopotential number by the normal gravity value computed on the
 LU1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1307.degrees latitude (g = 980.6199 gals.).
 LU1307
 LU1307.The modeled gravity was interpolated from observed gravity values.
 LU1307
 LU1307;                    North         East    Units  Estimated Accuracy
 LU1307;SPC CA 1     -   611,530.    1,836,750.      MT  (+/- 180 meters Scaled)
 LU1307
 LU1307                          SUPERSEDED SURVEY CONTROL
 LU1307
 LU1307  NAVD 88 (06/15/91)  103.935  (m)          340.99   (f) UNKNOWN     1 2
 LU1307  NGVD 29 (12/02/92)  102.977  (m)          337.85   (f) ADJUSTED    1 2
 LU1307
 LU1307.Superseded values are not recommended for survey control.
 LU1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1307.See file dsdata.txt to determine how the superseded data were derived.
 LU1307
 LU1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK217638(NAD 83)
 LU1307
 LU1307_MARKER: DB = BENCH MARK DISK
 LU1307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1307_SP_SET: BRIDGE GUARDRAIL
 LU1307_STAMPING: R 1085 1967
 LU1307_MARK LOGO: CGS   
 LU1307_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1307+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LU1307
 LU1307  HISTORY     - Date     Condition        Report By
 LU1307  HISTORY     - 1967     MONUMENTED       CGS
 LU1307  HISTORY     - 19880324 GOOD             NGS
 LU1307  HISTORY     - 19920730 GOOD             NGS
 LU1307
 LU1307                          STATION DESCRIPTION
 LU1307
 LU1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1307'5.3 MI N FROM MYERS FLAT.
 LU1307'5.3 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1307'OVERPASS AT MYERS FLAT, AT WEOTT, IN THE TOP OF THE NORTH END
 LU1307'OF THE EAST CONCRETE GUARDRAIL OF NEWTON ROAD UNDERPASS NO. 4-125,
 LU1307'HIGHWAY MILEAGE 33.25, 30 FEET EAST OF THE CENTER LINE OF THE
 LU1307'HIGHWAY, AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
 LU1307
 LU1307                          STATION RECOVERY (1988)
 LU1307
 LU1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1307'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  33.9 KM (21.05
 LU1307'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1307'GARBERVILLE.
 LU1307
 LU1307                          STATION RECOVERY (1992)
 LU1307
 LU1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1307'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1307'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1307'REDWOOD DRIVE, THENCE 35.3 KM (21.95 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1307'101, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE EAST
 LU1307'CONCRETE BRIDGE RAIL OF THE HIGHWAY 0VERPASS OF NEWTON ROAD, AT THE
 LU1307'SMALL COMMUNITY OF WEOTT, AT MILEPOST 33.25, 9.1 M (29.9 FT) EAST OF
 LU1307'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 1.0 M
 LU1307'(3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE BRIDGE RAIL IS
 LU1307'PART OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0396 ***********************************************************************
 LV0396  DESIGNATION -  R 1086
 LV0396  PID         -  LV0396
 LV0396  STATE/COUNTY-  CA/HUMBOLDT
 LV0396  USGS QUAD   -  SCOTIA (1970)
 LV0396
 LV0396                         *CURRENT SURVEY CONTROL
 LV0396  ___________________________________________________________________
 LV0396* NAD 83(1986)-  40 29 58.     (N)    124 06 22.     (W)     SCALED    
 LV0396* NAVD 88     -        39.393  (meters)     129.24   (feet)  ADJUSTED  
 LV0396  ___________________________________________________________________
 LV0396  GEOID HEIGHT-         -30.85  (meters)                     GEOID09
 LV0396  DYNAMIC HT  -          39.374 (meters)     129.18  (feet)  COMP
 LV0396  MODELED GRAV-     980,144.1   (mgal)                       NAVD 88
 LV0396
 LV0396  VERT ORDER  -  FIRST     CLASS II
 LV0396
 LV0396.The horizontal coordinates were scaled from a topographic map and have
 LV0396.an estimated accuracy of +/- 6 seconds.
 LV0396.
 LV0396.The orthometric height was determined by differential leveling and
 LV0396.adjusted in June 1991.
 LV0396
 LV0396.The geoid height was determined by GEOID09.
 LV0396
 LV0396.The dynamic height is computed by dividing the NAVD 88
 LV0396.geopotential number by the normal gravity value computed on the
 LV0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0396.degrees latitude (g = 980.6199 gals.).
 LV0396
 LV0396.The modeled gravity was interpolated from observed gravity values.
 LV0396
 LV0396;                    North         East    Units  Estimated Accuracy
 LV0396;SPC CA 1     -   631,630.    1,821,500.      MT  (+/- 180 meters Scaled)
 LV0396
 LV0396                          SUPERSEDED SURVEY CONTROL
 LV0396
 LV0396  NGVD 29 (??/??/??)   38.363  (m)          125.86   (f) ADJUSTED    1 2
 LV0396
 LV0396.Superseded values are not recommended for survey control.
 LV0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0396.See file dsdata.txt to determine how the superseded data were derived.
 LV0396
 LV0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK062837(NAD 83)
 LV0396
 LV0396_MARKER: DB = BENCH MARK DISK
 LV0396_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0396_SP_SET: HEADWALL
 LV0396_STAMPING: R 1086 1967
 LV0396_MARK LOGO: CGS   
 LV0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0396+STABILITY: SURFACE MOTION
 LV0396
 LV0396  HISTORY     - Date     Condition        Report By
 LV0396  HISTORY     - 1967     MONUMENTED       CGS
 LV0396  HISTORY     - 19880226 GOOD             NGS
 LV0396  HISTORY     - 19920728 MARK NOT FOUND   NGS
 LV0396
 LV0396                          STATION DESCRIPTION
 LV0396
 LV0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0396'AT RIO DELL.
 LV0396'AT RIO DELL, 0.4 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE
 LV0396'POST OFFICE, IN THE TOP AND 0.8 FOOT SOUTH OF THE NORTH END OF
 LV0396'THE WEST CONCRETE HEAD WALL OF 24-INCH PIPE CULVERT 52.96, 46
 LV0396'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 225 FEET NORTH OF
 LV0396'THE CENTER OF THE JUNCTION OF DAVIS STREET, 30 FEET NORTHEAST
 LV0396'OF THE NORTHEAST CORNER OF HUMBOLDT GABLES MOTEL, AND ABOUT 4
 LV0396'FEET LOWER THAN THE HIGHWAY.
 LV0396
 LV0396                          STATION RECOVERY (1988)
 LV0396
 LV0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0396'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN RIO DEL, AT
 LV0396'THE INTERSECTION OF DAVIS STREET AND WILDWOOD AVENUE (OLD U.S.
 LV0396'HIGHWAY 101).
 LV0396
 LV0396                          STATION RECOVERY (1992)
 LV0396
 LV0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0396'THE HEADWALL HAS BEEN REMOVED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0266 ***********************************************************************
 LV0266  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0266  DESIGNATION -  R 1087
 LV0266  PID         -  LV0266
 LV0266  STATE/COUNTY-  CA/HUMBOLDT
 LV0266  USGS QUAD   -  FIELDS LANDING (1972)
 LV0266
 LV0266                         *CURRENT SURVEY CONTROL
 LV0266  ___________________________________________________________________
 LV0266* NAD 83(1986)-  40 44 40.     (N)    124 11 48.     (W)     SCALED    
 LV0266* NAVD 88     -         5.127  (meters)      16.82   (feet)  ADJUSTED  
 LV0266  ___________________________________________________________________
 LV0266  GEOID HEIGHT-         -30.84  (meters)                     GEOID09
 LV0266  DYNAMIC HT  -           5.125 (meters)      16.81  (feet)  COMP
 LV0266  MODELED GRAV-     980,195.1   (mgal)                       NAVD 88
 LV0266
 LV0266  VERT ORDER  -  FIRST     CLASS II
 LV0266
 LV0266.The horizontal coordinates were scaled from a topographic map and have
 LV0266.an estimated accuracy of +/- 6 seconds.
 LV0266.
 LV0266.The orthometric height was determined by differential leveling and
 LV0266.adjusted in June 1991.
 LV0266
 LV0266.This Tidal Bench Mark is designated as VM 8722
 LV0266.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0266
 LV0266.The geoid height was determined by GEOID09.
 LV0266
 LV0266.The dynamic height is computed by dividing the NAVD 88
 LV0266.geopotential number by the normal gravity value computed on the
 LV0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0266.degrees latitude (g = 980.6199 gals.).
 LV0266
 LV0266.The modeled gravity was interpolated from observed gravity values.
 LV0266
 LV0266;                    North         East    Units  Estimated Accuracy
 LV0266;SPC CA 1     -   659,010.    1,814,510.      MT  (+/- 180 meters Scaled)
 LV0266
 LV0266                          SUPERSEDED SURVEY CONTROL
 LV0266
 LV0266  NGVD 29 (12/02/92)    4.127  (m)           13.54   (f) ADJUSTED    1 2
 LV0266
 LV0266.Superseded values are not recommended for survey control.
 LV0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0266.See file dsdata.txt to determine how the superseded data were derived.
 LV0266
 LV0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL989110(NAD 83)
 LV0266
 LV0266_MARKER: DB = BENCH MARK DISK
 LV0266_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0266_SP_SET: PIER
 LV0266_STAMPING: R 1087 1967
 LV0266_MARK LOGO: CGS   
 LV0266_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0266_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0266+STABILITY: POSITION/ELEVATION WELL
 LV0266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0266+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 LV0266
 LV0266  HISTORY     - Date     Condition        Report By
 LV0266  HISTORY     - 1967     MONUMENTED       CGS
 LV0266  HISTORY     - 19880222 GOOD             NGS
 LV0266  HISTORY     - 19920727 GOOD             NGS
 LV0266
 LV0266                          STATION DESCRIPTION
 LV0266
 LV0266'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0266'5 MI S FROM EUREKA.
 LV0266'4.95 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0266'EUREKA, SET VERTICALLY IN THE SOUTHWEST FACE OF THE SOUTHWEST ONE
 LV0266'OF TWO CONCRETE PIERS SUPPORTING SPRUCE POINT OVERPASS NO. 4.71,
 LV0266'AT HIGHWAY MILEAGE 73.72, BETWEEN THE LANES OF THE HIGHWAY, 37
 LV0266'FEET NORTHWEST OF THE CENTER LINE OF THE SOUTHEAST LANES, 33
 LV0266'FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHWEST LANES, AND
 LV0266'3.5 FEET ABOVE THE GROUND.
 LV0266
 LV0266                          STATION RECOVERY (1988)
 LV0266
 LV0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0266'RECOVERED IN GOOD CONDITION.
 LV0266
 LV0266                          STATION RECOVERY (1992)
 LV0266
 LV0266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0266'0.1 KM (0.05 MI) NORTHWESTERLY ALONG H STREET FROM THE POST OFFICE AND
 LV0266'COURTHOUSE IN EUREKA, THENCE 7.9 KM (4.90 MI) SOUTHERLY ALONG U.S.
 LV0266'HIGHWAY 101 (4TH STREET), SET VERTICALLY IN THE SOUTHWEST FACE OF THE
 LV0266'MOST SOUTHWESTERLY OF 2 CONCRETE PIERS OF THE SPRUCE POINT ROAD
 LV0266'OVERPASS OF THE HIGHWAY, 11.2 M (36.7 FT) NORTHWEST OF THE CENTERLINE
 LV0266'OF THE NORTHBOUND LANES OF THE HIGHWAY, 10.1 M (33.1 FT) SOUTHEAST OF
 LV0266'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 1.1 M
 LV0266'(3.6 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0156 ***********************************************************************
 LV0156  DESIGNATION -  R 1088
 LV0156  PID         -  LV0156
 LV0156  STATE/COUNTY-  CA/HUMBOLDT
 LV0156  USGS QUAD   -  TRINIDAD (1978)
 LV0156
 LV0156                         *CURRENT SURVEY CONTROL
 LV0156  ___________________________________________________________________
 LV0156* NAD 83(1986)-  41 05 10.     (N)    124 08 57.     (W)     SCALED    
 LV0156* NAVD 88     -        71.722  (meters)     235.31   (feet)  ADJUSTED  
 LV0156  ___________________________________________________________________
 LV0156  GEOID HEIGHT-         -30.03  (meters)                     GEOID09
 LV0156  DYNAMIC HT  -          71.693 (meters)     235.21  (feet)  COMP
 LV0156  MODELED GRAV-     980,222.6   (mgal)                       NAVD 88
 LV0156
 LV0156  VERT ORDER  -  FIRST     CLASS II
 LV0156
 LV0156.The horizontal coordinates were scaled from a topographic map and have
 LV0156.an estimated accuracy of +/- 6 seconds.
 LV0156.
 LV0156.The orthometric height was determined by differential leveling and
 LV0156.adjusted in June 1991.
 LV0156
 LV0156.The geoid height was determined by GEOID09.
 LV0156
 LV0156.The dynamic height is computed by dividing the NAVD 88
 LV0156.geopotential number by the normal gravity value computed on the
 LV0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0156.degrees latitude (g = 980.6199 gals.).
 LV0156
 LV0156.The modeled gravity was interpolated from observed gravity values.
 LV0156
 LV0156;                    North         East    Units  Estimated Accuracy
 LV0156;SPC CA 1     -   696,840.    1,819,450.      MT  (+/- 180 meters Scaled)
 LV0156
 LV0156                          SUPERSEDED SURVEY CONTROL
 LV0156
 LV0156  NGVD 29 (12/02/92)   70.690  (m)          231.92   (f) ADJUSTED    1 2
 LV0156
 LV0156.Superseded values are not recommended for survey control.
 LV0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0156.See file dsdata.txt to determine how the superseded data were derived.
 LV0156
 LV0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL034489(NAD 83)
 LV0156
 LV0156_MARKER: DB = BENCH MARK DISK
 LV0156_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0156_SP_SET: CATCH BASIN
 LV0156_STAMPING: R 1088 1967
 LV0156_MARK LOGO: CGS   
 LV0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0156
 LV0156  HISTORY     - Date     Condition        Report By
 LV0156  HISTORY     - 1967     MONUMENTED       CGS
 LV0156  HISTORY     - 1988     GOOD             NGS
 LV0156
 LV0156                          STATION DESCRIPTION
 LV0156
 LV0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0156'1.8 MI N FROM TRINIDAD.
 LV0156'1.75 MILES NORTH ALONG U.S. HIGHWAY 101 FROM TRINIDAD UNDERPASS
 LV0156'AT TRINIDAD, IN THE TOP OF THE NORTHEAST CORNER OF 5- BY 5-FOOT
 LV0156'CONCRETE CATCH BASIN 102.50, 20 FEET EAST OF THE CENTER LINE OF
 LV0156'THE HIGHWAY, 55 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BISHOP
 LV0156'PINE LODGE, AND ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY.
 LV0156
 LV0156                          STATION RECOVERY (1988)
 LV0156
 LV0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0156'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. CHANGE--U.S.
 LV0156'HIGHWAY 101 TO PATRICKS POINT DRIVE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0121 ***********************************************************************
 LV0121  DESIGNATION -  R 1089
 LV0121  PID         -  LV0121
 LV0121  STATE/COUNTY-  CA/DEL NORTE
 LV0121  USGS QUAD   -  SISTER ROCKS (1966)
 LV0121
 LV0121                         *CURRENT SURVEY CONTROL
 LV0121  ___________________________________________________________________
 LV0121* NAD 83(1986)-  41 44 43.     (N)    124 12 05.     (W)     SCALED    
 LV0121* NAVD 88     -        10.394  (meters)      34.10   (feet)  ADJUSTED  
 LV0121  ___________________________________________________________________
 LV0121  GEOID HEIGHT-         -28.74  (meters)                     GEOID09
 LV0121  DYNAMIC HT  -          10.391 (meters)      34.09  (feet)  COMP
 LV0121  MODELED GRAV-     980,290.0   (mgal)                       NAVD 88
 LV0121
 LV0121  VERT ORDER  -  FIRST     CLASS II
 LV0121
 LV0121.The horizontal coordinates were scaled from a topographic map and have
 LV0121.an estimated accuracy of +/- 6 seconds.
 LV0121.
 LV0121.The orthometric height was determined by differential leveling and
 LV0121.adjusted in June 1991.
 LV0121
 LV0121.The geoid height was determined by GEOID09.
 LV0121
 LV0121.The dynamic height is computed by dividing the NAVD 88
 LV0121.geopotential number by the normal gravity value computed on the
 LV0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0121.degrees latitude (g = 980.6199 gals.).
 LV0121
 LV0121.The modeled gravity was interpolated from observed gravity values.
 LV0121
 LV0121;                    North         East    Units  Estimated Accuracy
 LV0121;SPC CA 1     -   770,130.    1,816,900.      MT  (+/- 180 meters Scaled)
 LV0121
 LV0121                          SUPERSEDED SURVEY CONTROL
 LV0121
 LV0121  NGVD 29 (12/02/92)    9.363  (m)           30.72   (f) ADJUSTED    1 2
 LV0121
 LV0121.Superseded values are not recommended for survey control.
 LV0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0121.See file dsdata.txt to determine how the superseded data were derived.
 LV0121
 LV0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM001221(NAD 83)
 LV0121
 LV0121_MARKER: DB = BENCH MARK DISK
 LV0121_SETTING: 66 = SET IN ROCK OUTCROP
 LV0121_SP_SET: ROCK OUTCROP
 LV0121_STAMPING: R 1089 1967
 LV0121_MARK LOGO: CGS   
 LV0121_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0121+STABILITY: POSITION/ELEVATION WELL
 LV0121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0121+SATELLITE: SATELLITE OBSERVATIONS - June 29, 1994
 LV0121
 LV0121  HISTORY     - Date     Condition        Report By
 LV0121  HISTORY     - 1967     MONUMENTED       CGS
 LV0121  HISTORY     - 1988     GOOD             NGS
 LV0121  HISTORY     - 19940629 GOOD             CADT
 LV0121
 LV0121                          STATION DESCRIPTION
 LV0121
 LV0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0121'AT CRESCENT CITY.
 LV0121'AT CRESCENT CITY, 0.15 MILE SOUTHEAST ALONG A STREET FROM SEASIDE
 LV0121'HOSPITAL, ABOUT 190 YARDS SOUTHEAST OF THE JUNCTION OF BATTERY
 LV0121'AND A STREETS, IN THE TOP OF A LARGE OUTCROP, 129 FEET SOUTHEAST
 LV0121'OF BENCH MARK TIDAL 8, 72 FEET WEST OF BENCH MARK P 1089, 44
 LV0121'FEET WEST OF THE CENTER LINE OF A ROAD SOUTHEAST TO BREAKWATER,
 LV0121'AND ABOUT 12 FEET HIGHER THAN THE ROAD.
 LV0121
 LV0121                          STATION RECOVERY (1988)
 LV0121
 LV0121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0121'RECOVERED IN GOOD CONDITION.
 LV0121
 LV0121                          STATION RECOVERY (1994)
 LV0121
 LV0121'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 LV0121'RECOVERED IN GOOD CONDITION.  NOTE--ADDITIONAL INFORMATION - THE MARK
 LV0121'IS ABOUT 200 FT (61.0 M) SOUTH-SOUTHEAST OF THE PARKING LOT FOR THE
 LV0121'BATTERY POINT VISTA AREA AND ON THE SOUTHWEST SIDE OF A LARGE ROCK
 LV0121'OUTCROP THAT IS ON THE SOUTHWEST SIDE IF THE ACCESS ROAD TO THE
 LV0121'PRIMARY BREAKWATER JETTY FOR THE CRESCENT CITY HARBOR.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0075 ***********************************************************************
 LV0075  DESIGNATION -  R 1090
 LV0075  PID         -  LV0075
 LV0075  STATE/COUNTY-  CA/DEL NORTE
 LV0075  USGS QUAD   -  CHILDS HILL (1975)
 LV0075
 LV0075                         *CURRENT SURVEY CONTROL
 LV0075  ___________________________________________________________________
 LV0075* NAD 83(1986)-  41 38 25.     (N)    124 06 53.     (W)     SCALED    
 LV0075* NAVD 88     -       250.850  (meters)     823.00   (feet)  ADJUSTED  
 LV0075  ___________________________________________________________________
 LV0075  GEOID HEIGHT-         -28.64  (meters)                     GEOID09
 LV0075  DYNAMIC HT  -         250.750 (meters)     822.67  (feet)  COMP
 LV0075  MODELED GRAV-     980,218.9   (mgal)                       NAVD 88
 LV0075
 LV0075  VERT ORDER  -  FIRST     CLASS II
 LV0075
 LV0075.The horizontal coordinates were scaled from a topographic map and have
 LV0075.an estimated accuracy of +/- 6 seconds.
 LV0075.
 LV0075.The orthometric height was determined by differential leveling and
 LV0075.adjusted in June 1991.
 LV0075
 LV0075.The geoid height was determined by GEOID09.
 LV0075
 LV0075.The dynamic height is computed by dividing the NAVD 88
 LV0075.geopotential number by the normal gravity value computed on the
 LV0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0075.degrees latitude (g = 980.6199 gals.).
 LV0075
 LV0075.The modeled gravity was interpolated from observed gravity values.
 LV0075
 LV0075;                    North         East    Units  Estimated Accuracy
 LV0075;SPC CA 1     -   758,290.    1,823,830.      MT  (+/- 180 meters Scaled)
 LV0075
 LV0075                          SUPERSEDED SURVEY CONTROL
 LV0075
 LV0075  NGVD 29 (??/??/??)  249.817  (m)          819.61   (f) ADJUSTED    1 2
 LV0075
 LV0075.Superseded values are not recommended for survey control.
 LV0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0075.See file dsdata.txt to determine how the superseded data were derived.
 LV0075
 LV0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM071104(NAD 83)
 LV0075
 LV0075_MARKER: DB = BENCH MARK DISK
 LV0075_SETTING: 66 = SET IN ROCK OUTCROP
 LV0075_SP_SET: ROCK CUT BANK
 LV0075_STAMPING: R 1090 1967
 LV0075_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0075+STABILITY: POSITION/ELEVATION WELL
 LV0075
 LV0075  HISTORY     - Date     Condition        Report By
 LV0075  HISTORY     - 1967     MONUMENTED       CGS
 LV0075
 LV0075                          STATION DESCRIPTION
 LV0075
 LV0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0075'10.8 MI S FROM CRESCENT CITY.
 LV0075'10.85 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0075'OF FRONT STREET AT CRESCENT CITY, 0.15 MILE SOUTH OF THE JUNCTION
 LV0075'OF A PORTION OF THE OLD HIGHWAY NORTHWEST, AT THE SOUTH END
 LV0075'OF A DEEP ROCK CUT, ACROSS THE HIGHWAY FROM A TURNOUT, SET
 LV0075'VERTICALLY IN THE WEST FACE OF A MASSIVE ROCK CUT BANK, 21 FEET
 LV0075'EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER
 LV0075'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0195 ***********************************************************************
 LV0195  DESIGNATION -  R 1091
 LV0195  PID         -  LV0195
 LV0195  STATE/COUNTY-  CA/HUMBOLDT
 LV0195  USGS QUAD   -  FERN CANYON (1966)
 LV0195
 LV0195                         *CURRENT SURVEY CONTROL
 LV0195  ___________________________________________________________________
 LV0195* NAD 83(1986)-  41 22 34.     (N)    124 00 51.     (W)     SCALED    
 LV0195* NAVD 88     -        64.785  (meters)     212.55   (feet)  ADJUSTED  
 LV0195  ___________________________________________________________________
 LV0195  GEOID HEIGHT-         -28.97  (meters)                     GEOID09
 LV0195  DYNAMIC HT  -          64.758 (meters)     212.46  (feet)  COMP
 LV0195  MODELED GRAV-     980,211.1   (mgal)                       NAVD 88
 LV0195
 LV0195  VERT ORDER  -  FIRST     CLASS II
 LV0195
 LV0195.The horizontal coordinates were scaled from a topographic map and have
 LV0195.an estimated accuracy of +/- 6 seconds.
 LV0195.
 LV0195.The orthometric height was determined by differential leveling and
 LV0195.adjusted in June 1991.
 LV0195
 LV0195.The geoid height was determined by GEOID09.
 LV0195
 LV0195.The dynamic height is computed by dividing the NAVD 88
 LV0195.geopotential number by the normal gravity value computed on the
 LV0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0195.degrees latitude (g = 980.6199 gals.).
 LV0195
 LV0195.The modeled gravity was interpolated from observed gravity values.
 LV0195
 LV0195;                    North         East    Units  Estimated Accuracy
 LV0195;SPC CA 1     -   728,770.    1,831,530.      MT  (+/- 180 meters Scaled)
 LV0195
 LV0195                          SUPERSEDED SURVEY CONTROL
 LV0195
 LV0195  NGVD 29 (12/02/92)   63.741  (m)          209.12   (f) ADJUSTED    1 2
 LV0195
 LV0195.Superseded values are not recommended for survey control.
 LV0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0195.See file dsdata.txt to determine how the superseded data were derived.
 LV0195
 LV0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL151810(NAD 83)
 LV0195
 LV0195_MARKER: DB = BENCH MARK DISK
 LV0195_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0195_SP_SET: WINGWALL
 LV0195_STAMPING: R 1091 1967
 LV0195_MARK LOGO: CGS   
 LV0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0195+STABILITY: SURFACE MOTION
 LV0195
 LV0195  HISTORY     - Date     Condition        Report By
 LV0195  HISTORY     - 1967     MONUMENTED       CGS
 LV0195  HISTORY     - 1979     GOOD             CADT
 LV0195  HISTORY     - 1988     GOOD             NGS
 LV0195
 LV0195                          STATION DESCRIPTION
 LV0195
 LV0195'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0195'6.9 MI N FROM ORICK.
 LV0195'6.9 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0195'ORICK, 0.25 MILE NORTH OF THE JUNCTION OF A ROAD EAST, IN THE TOP
 LV0195'OF THE CENTER OF THE SOUTHEAST CONCRETE WINGWALL OF 5- BY 6-FOOT
 LV0195'CONCRETE BOX CULVERT 128.20, 26 FEET EAST OF THE CENTER LINE
 LV0195'OF THE HIGHWAY, 7.0 FEET EAST OF THE SOUTH END OF THE EAST
 LV0195'HEAD WALL, AND ABOUT 6 FEET LOWER THAN THE HIGHWAY.
 LV0195
 LV0195                          STATION RECOVERY (1979)
 LV0195
 LV0195'RECOVERY NOTE BY CALTRANS 1979
 LV0195'RECOVERED IN GOOD CONDITION.
 LV0195
 LV0195                          STATION RECOVERY (1988)
 LV0195
 LV0195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0183 ***********************************************************************
 LV0183  DESIGNATION -  RO 8
 LV0183  PID         -  LV0183
 LV0183  STATE/COUNTY-  CA/HUMBOLDT
 LV0183  USGS QUAD   -  ORICK (1975)
 LV0183
 LV0183                         *CURRENT SURVEY CONTROL
 LV0183  ___________________________________________________________________
 LV0183* NAD 83(1986)-  41 17 05.     (N)    124 04 11.     (W)     SCALED    
 LV0183* NAVD 88     -         7.383  (meters)      24.22   (feet)  ADJUSTED  
 LV0183  ___________________________________________________________________
 LV0183  GEOID HEIGHT-         -29.34  (meters)                     GEOID09
 LV0183  DYNAMIC HT  -           7.380 (meters)      24.21  (feet)  COMP
 LV0183  MODELED GRAV-     980,245.7   (mgal)                       NAVD 88
 LV0183
 LV0183  VERT ORDER  -  FIRST     CLASS II
 LV0183
 LV0183.The horizontal coordinates were scaled from a topographic map and have
 LV0183.an estimated accuracy of +/- 6 seconds.
 LV0183.
 LV0183.The orthometric height was determined by differential leveling and
 LV0183.adjusted in June 1991.
 LV0183
 LV0183.The geoid height was determined by GEOID09.
 LV0183
 LV0183.The dynamic height is computed by dividing the NAVD 88
 LV0183.geopotential number by the normal gravity value computed on the
 LV0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0183.degrees latitude (g = 980.6199 gals.).
 LV0183
 LV0183.The modeled gravity was interpolated from observed gravity values.
 LV0183
 LV0183;                    North         East    Units  Estimated Accuracy
 LV0183;SPC CA 1     -   718,730.    1,826,640.      MT  (+/- 180 meters Scaled)
 LV0183
 LV0183                          SUPERSEDED SURVEY CONTROL
 LV0183
 LV0183  NGVD 29 (??/??/??)    6.346  (m)           20.82   (f) ADJUSTED    1 2
 LV0183
 LV0183.Superseded values are not recommended for survey control.
 LV0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0183.See file dsdata.txt to determine how the superseded data were derived.
 LV0183
 LV0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL104709(NAD 83)
 LV0183
 LV0183_MARKER: DD = SURVEY DISK
 LV0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0183_STAMPING: RO 8 RPTO RC 8 1966
 LV0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0183+STABILITY: SURFACE MOTION
 LV0183
 LV0183  HISTORY     - Date     Condition        Report By
 LV0183  HISTORY     - 1966     MONUMENTED       DOD
 LV0183  HISTORY     - 1967     GOOD             CGS
 LV0183  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0183
 LV0183                          STATION DESCRIPTION
 LV0183
 LV0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0183'0.8 MI SW FROM ORICK.
 LV0183'0.8 MILE SOUTHWEST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 LV0183'AT ORICK, 189 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 LV0183'A STANDAARD OIL COMPANY BULK PLANT, 33 FEET NORTH OF THE CENTER
 LV0183'LINE OF THE HIGHWAY, 165 FEET EAST OF THE CENTER LINE OF THE
 LV0183'EAST DRIVEWAY LEADING TO THE PLANT, 1.5 FEET WEST OF A
 LV0183'TELEPHONE POLE, 1.0 FOOT SOUTH OF A FENCE, 2.0 FEET EAST OF A
 LV0183'4- BY 4-INCH WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 LV0183'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE
 LV0183'GROUND.
 LV0183
 LV0183                          STATION RECOVERY (1988)
 LV0183
 LV0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0869 ***********************************************************************
 KT0869  DESIGNATION -  RV 1 NWPRR
 KT0869  PID         -  KT0869
 KT0869  STATE/COUNTY-  CA/MENDOCINO
 KT0869  USGS QUAD   -  LONGVALE (1994)
 KT0869
 KT0869                         *CURRENT SURVEY CONTROL
 KT0869  ___________________________________________________________________
 KT0869* NAD 83(1986)-  39 33 16.     (N)    123 25 19.     (W)     SCALED    
 KT0869* NAVD 88     -       358.73   (+/-2cm)    1176.9    (feet)  VERTCON   
 KT0869  ___________________________________________________________________
 KT0869  GEOID HEIGHT-         -29.56  (meters)                     GEOID09
 KT0869  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0869
 KT0869.The horizontal coordinates were scaled from a topographic map and have
 KT0869.an estimated accuracy of +/- 6 seconds.
 KT0869.
 KT0869.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0869
 KT0869.The vertical order pertains to the NGVD 29 superseded value.
 KT0869
 KT0869.The geoid height was determined by GEOID09.
 KT0869
 KT0869;                    North         East    Units  Estimated Accuracy
 KT0869;SPC CA 2     -   710,510.    1,877,800.      MT  (+/- 180 meters Scaled)
 KT0869
 KT0869                          SUPERSEDED SURVEY CONTROL
 KT0869
 KT0869  NGVD 29 (??/??/92)  357.794  (m)         1173.86   (f) ADJ UNCH    1 2
 KT0869
 KT0869.Superseded values are not recommended for survey control.
 KT0869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0869.See file dsdata.txt to determine how the superseded data were derived.
 KT0869
 KT0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ637783(NAD 83)
 KT0869
 KT0869_MARKER: R = RIVET
 KT0869_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0869_SP_SET: BRIDGE
 KT0869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0869
 KT0869  HISTORY     - Date     Condition        Report By
 KT0869  HISTORY     - UNK      MONUMENTED       NWPRR
 KT0869  HISTORY     - 1966     GOOD             CGS
 KT0869  HISTORY     - 1967     GOOD             CGS
 KT0869
 KT0869                          STATION DESCRIPTION
 KT0869
 KT0869'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KT0869'0.1 MI SW FROM LONGVALE.
 KT0869'0.1 MILE SOUTHWEST ALONG THE NORTHWESTERN PACIFIC RAILROAD
 KT0869'FROM THE CROSSING OF DOS RIOS ROAD AT LONGVALE, 2 POLE
 KT0869'NORTHEAST OF MILE POST 152, IN THE TOP OF THE NORTHWEST END OF
 KT0869'THE SOUTHWEST BULKHEAD AND DIRECTLY OVER THE SOUTHWEST ABUTMENT
 KT0869'OF BRIDGE 152.07, 4.3 FEET NORTHWEST OF THE NORTHWEST RAIL AND
 KT0869'ABOUT LEVEL WITH THE TRACK.
 KT0869
 KT0869                          STATION RECOVERY (1967)
 KT0869
 KT0869'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KT0869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0393 ***********************************************************************
 LV0393  DESIGNATION -  S 100
 LV0393  PID         -  LV0393
 LV0393  STATE/COUNTY-  CA/HUMBOLDT
 LV0393  USGS QUAD   -  SCOTIA (1970)
 LV0393
 LV0393                         *CURRENT SURVEY CONTROL
 LV0393  ___________________________________________________________________
 LV0393* NAD 83(1986)-  40 28 58.     (N)    124 06 08.     (W)     SCALED    
 LV0393* NAVD 88     -        50.729  (meters)     166.43   (feet)  ADJUSTED  
 LV0393  ___________________________________________________________________
 LV0393  GEOID HEIGHT-         -30.81  (meters)                     GEOID09
 LV0393  DYNAMIC HT  -          50.704 (meters)     166.35  (feet)  COMP
 LV0393  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 LV0393
 LV0393  VERT ORDER  -  FIRST     CLASS II
 LV0393
 LV0393.The horizontal coordinates were scaled from a topographic map and have
 LV0393.an estimated accuracy of +/- 6 seconds.
 LV0393.
 LV0393.The orthometric height was determined by differential leveling and
 LV0393.adjusted in December 1992.
 LV0393
 LV0393.The geoid height was determined by GEOID09.
 LV0393
 LV0393.The dynamic height is computed by dividing the NAVD 88
 LV0393.geopotential number by the normal gravity value computed on the
 LV0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0393.degrees latitude (g = 980.6199 gals.).
 LV0393
 LV0393.The modeled gravity was interpolated from observed gravity values.
 LV0393
 LV0393;                    North         East    Units  Estimated Accuracy
 LV0393;SPC CA 1     -   629,770.    1,821,790.      MT  (+/- 180 meters Scaled)
 LV0393
 LV0393                          SUPERSEDED SURVEY CONTROL
 LV0393
 LV0393  NAVD 88 (06/15/91)   50.784  (m)          166.61   (f) UNKNOWN     1 2
 LV0393  NGVD 29 (12/02/92)   49.754  (m)          163.23   (f) ADJUSTED    1 2
 LV0393
 LV0393.Superseded values are not recommended for survey control.
 LV0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0393.See file dsdata.txt to determine how the superseded data were derived.
 LV0393
 LV0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK065819(NAD 83)
 LV0393
 LV0393_MARKER: DB = BENCH MARK DISK
 LV0393_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LV0393+WITH SETTING: PAVEMENT
 LV0393_SP_SET: BALUSTRADE
 LV0393_STAMPING: S 100 1931 162.624
 LV0393_MARK LOGO: CGS   
 LV0393_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0393+STABILITY: SURFACE MOTION
 LV0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0393+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0393
 LV0393  HISTORY     - Date     Condition        Report By
 LV0393  HISTORY     - 1931     MONUMENTED       CGS
 LV0393  HISTORY     - 1967     GOOD             CGS
 LV0393  HISTORY     - 19880226 GOOD             NGS
 LV0393  HISTORY     - 19920728 GOOD             NGS
 LV0393
 LV0393                          STATION DESCRIPTION
 LV0393
 LV0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0393'AT SCOTIA.
 LV0393'AT SCOTIA, 160 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 LV0393'MAIN AND B STREETS (NORTH END OF B STREET), AT THE SOUTHWEST
 LV0393'ENTRANCE TO SCOTIA HOSPITAL, IN THE TOP OF A CONCRETE PILLAR
 LV0393'AT THE SOUTHWEST END OF THE NORTHWEST CONCRETE RAILING FOR STEPS
 LV0393'TO HOSPITAL ENTRANCE, 22 FEET NORTHEAST OF THE CENTER LINE OF B
 LV0393'STREET, AND ABOUT 4 FEET HIGHER THAN THE STREET, 0.8 MILE SOUTHEAST
 LV0393'OF BENCH MARK Q 1086.
 LV0393
 LV0393                          STATION RECOVERY (1988)
 LV0393
 LV0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0393'RECOVERED IN GOOD CONDITION.
 LV0393
 LV0393                          STATION RECOVERY (1992)
 LV0393
 LV0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0393'IN SCOTIA, AT THE INTERSECTION OF MAIN AND B STREETS, NEAR THE
 LV0393'SOUTHWEST END OF THE NORTHWEST CONCRETE BALUSTRADE OF THE SOUTHWEST
 LV0393'ENTRANCE TO THE SCOTIA MEDICAL CENTER, 48.8 M (160.1 FT) SOUTHEAST OF
 LV0393'THE CENTER OF THE MAIN STREET, 6.7 M (22.0 FT) NORTHEAST OF THE
 LV0393'CENTERLINE OF B STREET, AND 1.3 M (4.3 FT) ABOVE THE LEVEL OF B
 LV0393'STREET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0870 ***********************************************************************
 KT0870  DESIGNATION -  S 103
 KT0870  PID         -  KT0870
 KT0870  STATE/COUNTY-  CA/MENDOCINO
 KT0870  USGS QUAD   -  LONGVALE (1994)
 KT0870
 KT0870                         *CURRENT SURVEY CONTROL
 KT0870  ___________________________________________________________________
 KT0870* NAD 83(1986)-  39 33 18.     (N)    123 25 15.     (W)     SCALED    
 KT0870* NAVD 88     -       357.95   (+/-2cm)    1174.4    (feet)  VERTCON   
 KT0870  ___________________________________________________________________
 KT0870  GEOID HEIGHT-         -29.56  (meters)                     GEOID09
 KT0870  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0870
 KT0870.The horizontal coordinates were scaled from a topographic map and have
 KT0870.an estimated accuracy of +/- 6 seconds.
 KT0870.
 KT0870.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0870
 KT0870.The vertical order pertains to the NGVD 29 superseded value.
 KT0870
 KT0870.The geoid height was determined by GEOID09.
 KT0870
 KT0870;                    North         East    Units  Estimated Accuracy
 KT0870;SPC CA 2     -   710,570.    1,877,900.      MT  (+/- 180 meters Scaled)
 KT0870
 KT0870                          SUPERSEDED SURVEY CONTROL
 KT0870
 KT0870  NGVD 29 (??/??/92)  357.015  (m)         1171.31   (f) ADJ UNCH    1 2
 KT0870
 KT0870.Superseded values are not recommended for survey control.
 KT0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0870.See file dsdata.txt to determine how the superseded data were derived.
 KT0870
 KT0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ638784(NAD 83)
 KT0870
 KT0870_MARKER: DB = BENCH MARK DISK
 KT0870_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0870_SP_SET: BRIDGE
 KT0870_STAMPING: 1171.185 S 103 1931
 KT0870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0870
 KT0870  HISTORY     - Date     Condition        Report By
 KT0870  HISTORY     - 1931     MONUMENTED       CGS
 KT0870  HISTORY     - 1966     GOOD             CGS
 KT0870  HISTORY     - 1967     GOOD             CGS
 KT0870
 KT0870                          STATION DESCRIPTION
 KT0870
 KT0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 KT0870'AT LONGVALE.
 KT0870'3 RAILS SOUTHWEST ALONG THE NORTHWESTERN PACIFIC RAILROAD FROM
 KT0870'THE CROSSING OF THE DOS RIOS ROAD AT LONGVALE, IN THE TOP OF
 KT0870'THE NORTHWEST END OF THE NORTHEAST ABUTMENT OF BRIDGE 152.07
 KT0870'OVER OUTLET CREEK, 6.9 FEET NORTHWEST OF THE NORTHWEST RAIL AND
 KT0870'1 1/2 FEET LOWER THAN THE TRACK.
 KT0870
 KT0870                          STATION RECOVERY (1967)
 KT0870
 KT0870'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 KT0870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0881 ***********************************************************************
 KT0881  DESIGNATION -  S 1081
 KT0881  PID         -  KT0881
 KT0881  STATE/COUNTY-  CA/MENDOCINO
 KT0881  USGS QUAD   -  LONGVALE (1994)
 KT0881
 KT0881                         *CURRENT SURVEY CONTROL
 KT0881  ___________________________________________________________________
 KT0881* NAD 83(1986)-  39 35 52.     (N)    123 27 16.     (W)     SCALED    
 KT0881* NAVD 88     -       411.89   (+/-2cm)    1351.3    (feet)  VERTCON   
 KT0881  ___________________________________________________________________
 KT0881  GEOID HEIGHT-         -29.59  (meters)                     GEOID09
 KT0881  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0881
 KT0881.The horizontal coordinates were scaled from a topographic map and have
 KT0881.an estimated accuracy of +/- 6 seconds.
 KT0881.
 KT0881.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0881
 KT0881.The vertical order pertains to the NGVD 29 superseded value.
 KT0881
 KT0881.The geoid height was determined by GEOID09.
 KT0881
 KT0881;                    North         East    Units  Estimated Accuracy
 KT0881;SPC CA 2     -   715,370.    1,875,090.      MT  (+/- 180 meters Scaled)
 KT0881
 KT0881                          SUPERSEDED SURVEY CONTROL
 KT0881
 KT0881  NGVD 29 (??/??/92)  410.960  (m)         1348.29   (f) ADJ UNCH    1 2
 KT0881
 KT0881.Superseded values are not recommended for survey control.
 KT0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0881.See file dsdata.txt to determine how the superseded data were derived.
 KT0881
 KT0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ609832(NAD 83)
 KT0881
 KT0881_MARKER: DB = BENCH MARK DISK
 KT0881_SETTING: 66 = SET IN ROCK OUTCROP
 KT0881_SP_SET: OUTCROP
 KT0881_STAMPING: S 1081 1967
 KT0881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT0881+STABILITY: POSITION/ELEVATION WELL
 KT0881
 KT0881  HISTORY     - Date     Condition        Report By
 KT0881  HISTORY     - 1967     MONUMENTED       CGS
 KT0881
 KT0881                          STATION DESCRIPTION
 KT0881
 KT0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0881'3.3 MI N FROM LONGVALE.
 KT0881'3.3 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 KT0881'DOS RIOS ROAD AT LONGVALE, 0.1 MILE NORTH OF THE JUNCTION OF
 KT0881'SHERWOOD ROAD WEST, SET VERTICALLY IN THE SOUTHEAST FACE OF A
 KT0881'15- BY 30-FOOT OUTCROP PROJECTING ABOUT 1 FOOT ABOVE THE
 KT0881'GROUND, 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 5 FEET
 KT0881'WEST OF THE SOUTHWEST CORNER OF 4- BY 4-FOOT CONCRETE CATCH
 KT0881'BASIN NO. 62.62, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1481 ***********************************************************************
 KT1481  DESIGNATION -  S 1082
 KT1481  PID         -  KT1481
 KT1481  STATE/COUNTY-  CA/MENDOCINO
 KT1481  USGS QUAD   -  LEGGETT (1994)
 KT1481
 KT1481                         *CURRENT SURVEY CONTROL
 KT1481  ___________________________________________________________________
 KT1481* NAD 83(1986)-  39 50 01.     (N)    123 37 56.     (W)     SCALED    
 KT1481* NAVD 88     -       411.03   (+/-2cm)    1348.5    (feet)  VERTCON   
 KT1481  ___________________________________________________________________
 KT1481  GEOID HEIGHT-         -29.78  (meters)                     GEOID09
 KT1481  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1481
 KT1481.The horizontal coordinates were scaled from a topographic map and have
 KT1481.an estimated accuracy of +/- 6 seconds.
 KT1481.
 KT1481.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1481
 KT1481.The vertical order pertains to the NGVD 29 superseded value.
 KT1481
 KT1481.The geoid height was determined by GEOID09.
 KT1481
 KT1481;                    North         East    Units  Estimated Accuracy
 KT1481;SPC CA 2     -   741,810.    1,860,290.      MT  (+/- 180 meters Scaled)
 KT1481
 KT1481                          SUPERSEDED SURVEY CONTROL
 KT1481
 KT1481  NGVD 29 (??/??/92)  410.095  (m)         1345.45   (f) ADJ UNCH    1 2
 KT1481
 KT1481.Superseded values are not recommended for survey control.
 KT1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1481.See file dsdata.txt to determine how the superseded data were derived.
 KT1481
 KT1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK459094(NAD 83)
 KT1481
 KT1481_MARKER: DB = BENCH MARK DISK
 KT1481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1481_SP_SET: SIGN
 KT1481_STAMPING: S 1082 1967
 KT1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1481
 KT1481  HISTORY     - Date     Condition        Report By
 KT1481  HISTORY     - 1967     MONUMENTED       CGS
 KT1481  HISTORY     - 1972     GOOD             USGS
 KT1481
 KT1481                          STATION DESCRIPTION
 KT1481
 KT1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1481'7.2 MI SE FROM LEGGETT.
 KT1481'7.25 MILES SOUTHEAST ALONG OLD U.S. HIGHWAY 101 FROM THE POST
 KT1481'OFFICE AT LEGGETT, ALONG A PORTION OF THE FORMER HIGHWAY, AT
 KT1481'CUMMINGS, IN THE TOP OF THE EAST CORNER OF 3- BY 3-FOOT CONCRETE
 KT1481'BASE FOR A SIGN, 35 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 KT1481'58 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN ABANDONED SERVICE
 KT1481'STATION BUILDING, 15 FEET EAST OF A POWER POLE WITH A TRANSFORMER
 KT1481'AND GUY WIRE, AND ABOUT LEVEL WITH THE HIGHWAY.
 KT1481
 KT1481                          STATION RECOVERY (1972)
 KT1481
 KT1481'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1481'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1518 ***********************************************************************
 KT1518  DESIGNATION -  S 1083
 KT1518  PID         -  KT1518
 KT1518  STATE/COUNTY-  CA/MENDOCINO
 KT1518  USGS QUAD   -  PIERCY (1994)
 KT1518
 KT1518                         *CURRENT SURVEY CONTROL
 KT1518  ___________________________________________________________________
 KT1518* NAD 83(1986)-  39 58 05.     (N)    123 47 57.     (W)     SCALED    
 KT1518* NAVD 88     -       200.180  (meters)     656.76   (feet)  ADJUSTED  
 KT1518  ___________________________________________________________________
 KT1518  GEOID HEIGHT-         -30.33  (meters)                     GEOID09
 KT1518  DYNAMIC HT  -         200.073 (meters)     656.41  (feet)  COMP
 KT1518  MODELED GRAV-     980,085.2   (mgal)                       NAVD 88
 KT1518
 KT1518  VERT ORDER  -  FIRST     CLASS II
 KT1518
 KT1518.The horizontal coordinates were scaled from a topographic map and have
 KT1518.an estimated accuracy of +/- 6 seconds.
 KT1518.
 KT1518.The orthometric height was determined by differential leveling and
 KT1518.adjusted in June 1991.
 KT1518
 KT1518.The geoid height was determined by GEOID09.
 KT1518
 KT1518.The dynamic height is computed by dividing the NAVD 88
 KT1518.geopotential number by the normal gravity value computed on the
 KT1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1518.degrees latitude (g = 980.6199 gals.).
 KT1518
 KT1518.The modeled gravity was interpolated from observed gravity values.
 KT1518
 KT1518;                    North         East    Units  Estimated Accuracy
 KT1518;SPC CA 2     -   757,000.    1,846,300.      MT  (+/- 180 meters Scaled)
 KT1518
 KT1518                          SUPERSEDED SURVEY CONTROL
 KT1518
 KT1518  NGVD 29 (12/02/92)  199.267  (m)          653.76   (f) ADJUSTED    1 2
 KT1518
 KT1518.Superseded values are not recommended for survey control.
 KT1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1518.See file dsdata.txt to determine how the superseded data were derived.
 KT1518
 KT1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK317245(NAD 83)
 KT1518
 KT1518_MARKER: DB = BENCH MARK DISK
 KT1518_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 KT1518_SP_SET: HEADWALL
 KT1518_STAMPING: S 1083 1967
 KT1518_MARK LOGO: CGS   
 KT1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1518+STABILITY: SURFACE MOTION
 KT1518
 KT1518  HISTORY     - Date     Condition        Report By
 KT1518  HISTORY     - 1967     MONUMENTED       CGS
 KT1518  HISTORY     - 1972     GOOD             USGS
 KT1518  HISTORY     - 19880401 GOOD             NGS
 KT1518
 KT1518                          STATION DESCRIPTION
 KT1518
 KT1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1518'0.6 MI S FROM PIERCY.
 KT1518'0.6 MILE SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1518'AT PIERCY, IN THE TOP AND 0.6 FOOT SOUTH OF THE NORTH END OF
 KT1518'THE CONCRETE HEAD WALL OF 18-INCH PIPE CULVERT 104.78, 34 FEET
 KT1518'EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER
 KT1518'THAN THE HIGHWAY.
 KT1518
 KT1518                          STATION RECOVERY (1972)
 KT1518
 KT1518'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1518'RECOVERED IN GOOD CONDITION.
 KT1518
 KT1518                          STATION RECOVERY (1988)
 KT1518
 KT1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1518'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.2 KM (8.80
 KT1518'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 KT1518'GARBERVILLE, THENCE 4.9 KM (3.05 MI) SOUTHWESTERLY ALONG STATE
 KT1518'HIGHWAY 271.  OR 14.9 KM (9.25 MI) NORTHERLY ALONG U.S. HIGHWAY 101
 KT1518'FROM THE JUNCTION OF STATE HIGHWAY 1 IN LEGGETT, THENCE 4.5 KM (2.80
 KT1518'MI) NORTHERLY ALONG STATE HIGHWAY 271.  NOTE--THE CULVERT NUMBER IS
 KT1518'NOW 19.89, NOT 104.78.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1270 ***********************************************************************
 LU1270  DESIGNATION -  S 1084
 LU1270  PID         -  LU1270
 LU1270  STATE/COUNTY-  CA/HUMBOLDT
 LU1270  USGS QUAD   -  MIRANDA (1970)
 LU1270
 LU1270                         *CURRENT SURVEY CONTROL
 LU1270  ___________________________________________________________________
 LU1270* NAD 83(1986)-  40 10 04.     (N)    123 46 54.     (W)     SCALED    
 LU1270* NAVD 88     -        83.875  (meters)     275.18   (feet)  ADJUSTED  
 LU1270  ___________________________________________________________________
 LU1270  GEOID HEIGHT-         -30.37  (meters)                     GEOID09
 LU1270  DYNAMIC HT  -          83.826 (meters)     275.02  (feet)  COMP
 LU1270  MODELED GRAV-     980,041.1   (mgal)                       NAVD 88
 LU1270
 LU1270  VERT ORDER  -  FIRST     CLASS II
 LU1270
 LU1270.The horizontal coordinates were scaled from a topographic map and have
 LU1270.an estimated accuracy of +/- 6 seconds.
 LU1270.
 LU1270.The orthometric height was determined by differential leveling and
 LU1270.adjusted in December 1992.
 LU1270
 LU1270.The geoid height was determined by GEOID09.
 LU1270
 LU1270.The dynamic height is computed by dividing the NAVD 88
 LU1270.geopotential number by the normal gravity value computed on the
 LU1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1270.degrees latitude (g = 980.6199 gals.).
 LU1270
 LU1270.The modeled gravity was interpolated from observed gravity values.
 LU1270
 LU1270;                    North         East    Units  Estimated Accuracy
 LU1270;SPC CA 1     -   594,200.    1,848,250.      MT  (+/- 180 meters Scaled)
 LU1270
 LU1270                          SUPERSEDED SURVEY CONTROL
 LU1270
 LU1270  NAVD 88 (06/15/91)   83.885  (m)          275.21   (f) UNKNOWN     1 2
 LU1270  NGVD 29 (12/02/92)   82.948  (m)          272.14   (f) ADJUSTED    1 2
 LU1270
 LU1270.Superseded values are not recommended for survey control.
 LU1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1270.See file dsdata.txt to determine how the superseded data were derived.
 LU1270
 LU1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK334466(NAD 83)
 LU1270
 LU1270_MARKER: DB = BENCH MARK DISK
 LU1270_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1270_SP_SET: HEADWALL
 LU1270_STAMPING: S 1084 1967
 LU1270_MARK LOGO: CGS   
 LU1270_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1270+STABILITY: SURFACE MOTION
 LU1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1270+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1270
 LU1270  HISTORY     - Date     Condition        Report By
 LU1270  HISTORY     - 1967     MONUMENTED       CGS
 LU1270  HISTORY     - 19880329 GOOD             NGS
 LU1270  HISTORY     - 19920729 GOOD             NGS
 LU1270
 LU1270                          STATION DESCRIPTION
 LU1270
 LU1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1270'6.9 MI N FROM GARBERVILLE.
 LU1270'6.9 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1270'GARBERVILLE, AT TUTTLE CREEK, IN THE TOP AND 1.3 FEET SOUTHWEST
 LU1270'OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A
 LU1270'48-INCH PIPE CULVERT, 62 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LU1270'SOUTHEAST LANES OF THE HIGHWAY, AND ABOUT 5 FEET LOWER THAN THE
 LU1270'HIGHWAY.
 LU1270
 LU1270                          STATION RECOVERY (1988)
 LU1270
 LU1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1270'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.8 KM (5.45
 LU1270'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1270'GARBERVILLE.  NOTE--THE CULVERT MENTIONED IN THE ORIGINAL DESCRIPTION
 LU1270'IS NUMBER 16.75.
 LU1270
 LU1270                          STATION RECOVERY (1992)
 LU1270
 LU1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1270'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1270'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1270'REDWOOD DRIVE, THENCE 8.6 KM (5.35 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1270'101, IN TOP OF AND 0.4 M (1.3 FT) SOUTHWEST OF THE NORTHEAST END OF
 LU1270'THE SOUTHEAST CONCRETE HEADWALL OF A PIPE CULVERT AT MILEPOST 16.75,
 LU1270'18.9 M (62.0 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 LU1270'OF THE HIGHWAY, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1309 ***********************************************************************
 LU1309  DESIGNATION -  S 1085
 LU1309  PID         -  LU1309
 LU1309  STATE/COUNTY-  CA/HUMBOLDT
 LU1309  USGS QUAD   -  WEOTT (1969)
 LU1309
 LU1309                         *CURRENT SURVEY CONTROL
 LU1309  ___________________________________________________________________
 LU1309* NAD 83(1986)-  40 20 04.     (N)    123 55 47.     (W)     SCALED    
 LU1309* NAVD 88     -        96.196  (meters)     315.60   (feet)  ADJUSTED  
 LU1309  ___________________________________________________________________
 LU1309  GEOID HEIGHT-         -30.52  (meters)                     GEOID09
 LU1309  DYNAMIC HT  -          96.147 (meters)     315.44  (feet)  COMP
 LU1309  MODELED GRAV-     980,118.3   (mgal)                       NAVD 88
 LU1309
 LU1309  VERT ORDER  -  FIRST     CLASS II
 LU1309
 LU1309.The horizontal coordinates were scaled from a topographic map and have
 LU1309.an estimated accuracy of +/- 6 seconds.
 LU1309.
 LU1309.The orthometric height was determined by differential leveling and
 LU1309.adjusted in December 1992.
 LU1309
 LU1309.The geoid height was determined by GEOID09.
 LU1309
 LU1309.The dynamic height is computed by dividing the NAVD 88
 LU1309.geopotential number by the normal gravity value computed on the
 LU1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1309.degrees latitude (g = 980.6199 gals.).
 LU1309
 LU1309.The modeled gravity was interpolated from observed gravity values.
 LU1309
 LU1309;                    North         East    Units  Estimated Accuracy
 LU1309;SPC CA 1     -   612,970.    1,836,050.      MT  (+/- 180 meters Scaled)
 LU1309
 LU1309                          SUPERSEDED SURVEY CONTROL
 LU1309
 LU1309  NAVD 88 (06/15/91)   96.203  (m)          315.63   (f) UNKNOWN     1 2
 LU1309  NGVD 29 (12/02/92)   95.243  (m)          312.48   (f) ADJUSTED    1 2
 LU1309
 LU1309.Superseded values are not recommended for survey control.
 LU1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1309.See file dsdata.txt to determine how the superseded data were derived.
 LU1309
 LU1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK210652(NAD 83)
 LU1309
 LU1309_MARKER: DB = BENCH MARK DISK
 LU1309_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1309_SP_SET: RETAINING WALL
 LU1309_STAMPING: S 1085 1967
 LU1309_MARK LOGO: CGS   
 LU1309_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1309+STABILITY: SURFACE MOTION
 LU1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1309+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LU1309
 LU1309  HISTORY     - Date     Condition        Report By
 LU1309  HISTORY     - 1967     MONUMENTED       CGS
 LU1309  HISTORY     - 19880324 GOOD             NGS
 LU1309  HISTORY     - 19920730 GOOD             NGS
 LU1309
 LU1309                          STATION DESCRIPTION
 LU1309
 LU1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1309'6.3 MI N FROM MYERS FLAT.
 LU1309'6.3 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1309'OVERPASS AT MYERS FLAT, IN THE TOP AND 0.2 FOOT SOUTH OF THE
 LU1309'NORTH END OF THE RETAINING WALL FOR CATCH BASIN 34.27, 37 FEET
 LU1309'EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 5 FEET
 LU1309'HIGHER THAN THE HIGHWAY.
 LU1309
 LU1309                          STATION RECOVERY (1988)
 LU1309
 LU1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1309'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  35.6 KM (22.10
 LU1309'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1309'GARBERVILLE.
 LU1309
 LU1309                          STATION RECOVERY (1992)
 LU1309
 LU1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1309'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1309'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1309'REDWOOD DRIVE, THENCE 37.0 KM (23.00 MI) NORTHERLY ALONG U.S HIGHWAY
 LU1309'101, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF A
 LU1309'CONCRETE RETAINING WALL FOR A CATCH BASIN AT MILEPOST 34.27, 11.3 M
 LU1309'(37.1 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LU1309'HIGHWAY, AND 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0228 ***********************************************************************
 LV0228  DESIGNATION -  S 1086
 LV0228  PID         -  LV0228
 LV0228  STATE/COUNTY-  CA/HUMBOLDT
 LV0228  USGS QUAD   -  FORTUNA (1972)
 LV0228
 LV0228                         *CURRENT SURVEY CONTROL
 LV0228  ___________________________________________________________________
 LV0228* NAD 83(1986)-  40 31 06.     (N)    124 08 27.     (W)     SCALED    
 LV0228* NAVD 88     -        24.36   (+/-2cm)      79.9    (feet)  VERTCON   
 LV0228  ___________________________________________________________________
 LV0228  GEOID HEIGHT-         -30.95  (meters)                     GEOID09
 LV0228  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0228
 LV0228.The horizontal coordinates were scaled from a topographic map and have
 LV0228.an estimated accuracy of +/- 6 seconds.
 LV0228.
 LV0228.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0228
 LV0228.The vertical order pertains to the NGVD 29 superseded value.
 LV0228
 LV0228.The geoid height was determined by GEOID09.
 LV0228
 LV0228;                    North         East    Units  Estimated Accuracy
 LV0228;SPC CA 1     -   633,800.    1,818,610.      MT  (+/- 180 meters Scaled)
 LV0228
 LV0228                          SUPERSEDED SURVEY CONTROL
 LV0228
 LV0228  NGVD 29 (??/??/??)   23.374  (m)           76.69   (f) ADJUSTED    1 2
 LV0228
 LV0228.Superseded values are not recommended for survey control.
 LV0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0228.See file dsdata.txt to determine how the superseded data were derived.
 LV0228
 LV0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK033859(NAD 83)
 LV0228
 LV0228_MARKER: DD = SURVEY DISK
 LV0228_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0228_SP_SET: BASIN
 LV0228_STAMPING: S 1086
 LV0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0228
 LV0228  HISTORY     - Date     Condition        Report By
 LV0228  HISTORY     - UNK      MONUMENTED       CADH
 LV0228  HISTORY     - 1967     GOOD             CGS
 LV0228  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0228
 LV0228                          STATION DESCRIPTION
 LV0228
 LV0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0228'2.6 MI N FROM RIO DELL.
 LV0228'2.6 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0228'RIO DELL, IN THE TOP OF THE EAST CORNER OF THE CONCRETE WALL
 LV0228'OF 4- BY 4-FOOT CONCRETE CATCH BASIN 55.24, BETWEEN THE LANES OF
 LV0228'THE HIGHWAY, 24 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST
 LV0228'LANES, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST
 LV0228'LANES, AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0228
 LV0228                          STATION RECOVERY (1988)
 LV0228
 LV0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0228'THERE IS A NEW CATCH BASIN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0269 ***********************************************************************
 LV0269  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0269  DESIGNATION -  S 1087
 LV0269  PID         -  LV0269
 LV0269  STATE/COUNTY-  CA/HUMBOLDT
 LV0269  USGS QUAD   -  EUREKA (1972)
 LV0269
 LV0269                         *CURRENT SURVEY CONTROL
 LV0269  ___________________________________________________________________
 LV0269* NAD 83(1986)-  40 45 17.     (N)    124 11 25.     (W)     SCALED    
 LV0269* NAVD 88     -         3.91   (+/-2cm)      12.8    (feet)  VERTCON   
 LV0269  ___________________________________________________________________
 LV0269  GEOID HEIGHT-         -30.80  (meters)                     GEOID09
 LV0269  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0269
 LV0269.The horizontal coordinates were scaled from a topographic map and have
 LV0269.an estimated accuracy of +/- 6 seconds.
 LV0269.
 LV0269.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0269
 LV0269.The vertical order pertains to the NGVD 29 superseded value.
 LV0269
 LV0269.This Tidal Bench Mark is designated as VM 11958
 LV0269.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0269
 LV0269.The geoid height was determined by GEOID09.
 LV0269
 LV0269;                    North         East    Units  Estimated Accuracy
 LV0269;SPC CA 1     -   660,140.    1,815,080.      MT  (+/- 180 meters Scaled)
 LV0269
 LV0269                          SUPERSEDED SURVEY CONTROL
 LV0269
 LV0269  NGVD 29 (??/??/??)    2.899  (m)            9.51   (f) ADJUSTED    1 2
 LV0269
 LV0269.Superseded values are not recommended for survey control.
 LV0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0269.See file dsdata.txt to determine how the superseded data were derived.
 LV0269
 LV0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL995122(NAD 83)
 LV0269
 LV0269_MARKER: DB = BENCH MARK DISK
 LV0269_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0269_SP_SET: BRIDGE
 LV0269_STAMPING: S 1087 1967
 LV0269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0269
 LV0269  HISTORY     - Date     Condition        Report By
 LV0269  HISTORY     - 1967     MONUMENTED       CGS
 LV0269  HISTORY     - 1971     GOOD
 LV0269
 LV0269                          STATION DESCRIPTION
 LV0269
 LV0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0269'4 MI S FROM EUREKA.
 LV0269'4.05 MILE SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0269'EUREKA, AT HIGHWAY MILEAGE 74.60, IN THE TOP AND 0.6 FOOT WEST
 LV0269'OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE 4.21R
 LV0269'OVER ELK RIVER, 23 FEET EAST OF THE CENTER LINE OF THE EAST
 LV0269'LANES OF THE HIGHWAY, AND ABOUT 2 1/2 FEET LOWER THAN THE
 LV0269'HIGHWAY.
 LV0269
 LV0269                          STATION RECOVERY (1971)
 LV0269
 LV0269'RECOVERED 1971
 LV0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0157 ***********************************************************************
 LV0157  DESIGNATION -  S 1088
 LV0157  PID         -  LV0157
 LV0157  STATE/COUNTY-  CA/HUMBOLDT
 LV0157  USGS QUAD   -  TRINIDAD (1978)
 LV0157
 LV0157                         *CURRENT SURVEY CONTROL
 LV0157  ___________________________________________________________________
 LV0157* NAD 83(1986)-  41 05 46.     (N)    124 09 25.     (W)     SCALED    
 LV0157* NAVD 88     -        79.699  (meters)     261.48   (feet)  ADJUSTED  
 LV0157  ___________________________________________________________________
 LV0157  GEOID HEIGHT-         -30.05  (meters)                     GEOID09
 LV0157  DYNAMIC HT  -          79.667 (meters)     261.37  (feet)  COMP
 LV0157  MODELED GRAV-     980,225.8   (mgal)                       NAVD 88
 LV0157
 LV0157  VERT ORDER  -  FIRST     CLASS II
 LV0157
 LV0157.The horizontal coordinates were scaled from a topographic map and have
 LV0157.an estimated accuracy of +/- 6 seconds.
 LV0157.
 LV0157.The orthometric height was determined by differential leveling and
 LV0157.adjusted in June 1991.
 LV0157
 LV0157.WARNING-Repeat measurements at this control monument indicate possible
 LV0157.vertical movement.
 LV0157
 LV0157.The geoid height was determined by GEOID09.
 LV0157
 LV0157.The dynamic height is computed by dividing the NAVD 88
 LV0157.geopotential number by the normal gravity value computed on the
 LV0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0157.degrees latitude (g = 980.6199 gals.).
 LV0157
 LV0157.The modeled gravity was interpolated from observed gravity values.
 LV0157
 LV0157;                    North         East    Units  Estimated Accuracy
 LV0157;SPC CA 1     -   697,970.    1,818,820.      MT  (+/- 180 meters Scaled)
 LV0157
 LV0157                          SUPERSEDED SURVEY CONTROL
 LV0157
 LV0157  NGVD 29 (12/02/92)   78.674  (m)          258.12   (f) ADJUSTED    1 2
 LV0157
 LV0157.Superseded values are not recommended for survey control.
 LV0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0157.See file dsdata.txt to determine how the superseded data were derived.
 LV0157
 LV0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL028500(NAD 83)
 LV0157
 LV0157_MARKER: DB = BENCH MARK DISK
 LV0157_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0157_SP_SET: HEADWALL
 LV0157_STAMPING: S 1088 1967
 LV0157_MARK LOGO: CGS   
 LV0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0157+STABILITY: SURFACE MOTION
 LV0157
 LV0157  HISTORY     - Date     Condition        Report By
 LV0157  HISTORY     - 1967     MONUMENTED       CGS
 LV0157  HISTORY     - 1988     GOOD             NGS
 LV0157
 LV0157                          STATION DESCRIPTION
 LV0157
 LV0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0157'2.6 MI N FROM TRINIDAD.
 LV0157'2.55 MILES NORTH ALONG U.S. HIGHWAY 101 FROM TRINIDAD UNDERPASS
 LV0157'AT TRINIDAD, AT THE INTERSECTION OF PRIVETT ROAD, IN THE TOP
 LV0157'AND 1.0 FOOT NORTH OF THE SOUTH END OF THE EAST CONCRETE HEAD
 LV0157'WALL OF 18-INCH PIPE CULVERT 103.35, 20 FEET EAST OF THE CENTER
 LV0157'LINE OF THE HIGHWAY, 53 FEET NORTH OF THE CENTER LINE OF A
 LV0157'DRIVEWAY EAST, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 LV0157
 LV0157                          STATION RECOVERY (1988)
 LV0157
 LV0157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0157'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 LV0157'CHANGE--U.S. HIGHWAY 101 TO PATRICKS POINT DRIVE.  ADD--47.2 M
 LV0157'(154.8 FT) SOUTH OF THE CENTER OF SEAWOOD DRIVE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0074 ***********************************************************************
 LV0074  DESIGNATION -  S 1090
 LV0074  PID         -  LV0074
 LV0074  STATE/COUNTY-  CA/DEL NORTE
 LV0074  USGS QUAD   -  CHILDS HILL (1975)
 LV0074
 LV0074                         *CURRENT SURVEY CONTROL
 LV0074  ___________________________________________________________________
 LV0074* NAD 83(1986)-  41 37 57.     (N)    124 06 51.     (W)     SCALED    
 LV0074* NAVD 88     -       194.697  (meters)     638.77   (feet)  ADJUSTED  
 LV0074  ___________________________________________________________________
 LV0074  GEOID HEIGHT-         -28.67  (meters)                     GEOID09
 LV0074  DYNAMIC HT  -         194.621 (meters)     638.52  (feet)  COMP
 LV0074  MODELED GRAV-     980,228.8   (mgal)                       NAVD 88
 LV0074
 LV0074  VERT ORDER  -  FIRST     CLASS II
 LV0074
 LV0074.The horizontal coordinates were scaled from a topographic map and have
 LV0074.an estimated accuracy of +/- 6 seconds.
 LV0074.
 LV0074.The orthometric height was determined by differential leveling and
 LV0074.adjusted in June 1991.
 LV0074
 LV0074.WARNING-Repeat measurements at this control monument indicate possible
 LV0074.vertical movement.
 LV0074
 LV0074.The geoid height was determined by GEOID09.
 LV0074
 LV0074.The dynamic height is computed by dividing the NAVD 88
 LV0074.geopotential number by the normal gravity value computed on the
 LV0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0074.degrees latitude (g = 980.6199 gals.).
 LV0074
 LV0074.The modeled gravity was interpolated from observed gravity values.
 LV0074
 LV0074;                    North         East    Units  Estimated Accuracy
 LV0074;SPC CA 1     -   757,430.    1,823,850.      MT  (+/- 180 meters Scaled)
 LV0074
 LV0074                          SUPERSEDED SURVEY CONTROL
 LV0074
 LV0074  NGVD 29 (12/02/92)  194.456  (m)          637.98   (f) ADJUSTED    1 2
 LV0074
 LV0074.Superseded values are not recommended for survey control.
 LV0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0074.See file dsdata.txt to determine how the superseded data were derived.
 LV0074
 LV0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM071095(NAD 83)
 LV0074
 LV0074_MARKER: DB = BENCH MARK DISK
 LV0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0074_SP_SET: CATCH BASIN
 LV0074_STAMPING: S 1090 1967
 LV0074_MARK LOGO: CGS   
 LV0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0074
 LV0074  HISTORY     - Date     Condition        Report By
 LV0074  HISTORY     - 1967     MONUMENTED       CGS
 LV0074  HISTORY     - 1988     GOOD             NGS
 LV0074
 LV0074                          STATION DESCRIPTION
 LV0074
 LV0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0074'11.6 MI S FROM CRESCENT CITY.
 LV0074'11.55 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION OF
 LV0074'FRONT STREET AT CRESCENT CITY, AT THE BASE OF A DEEP ROCK CUT,
 LV0074'IN THE TOP AND 0.6 FOOT NORTHWEST OF THE SOUTHEAST END OF THE
 LV0074'CONCRETE HEAD WALL OF 3- BY 3-FOOT CONCRETE CATCH BASIN 14.65,
 LV0074'19 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 LV0074'1 FOOT HIGHER THAN THE HIGHWAY.
 LV0074
 LV0074                          STATION RECOVERY (1988)
 LV0074
 LV0074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0193 ***********************************************************************
 LV0193  DESIGNATION -  S 1091
 LV0193  PID         -  LV0193
 LV0193  STATE/COUNTY-  CA/HUMBOLDT
 LV0193  USGS QUAD   -  FERN CANYON (1966)
 LV0193
 LV0193                         *CURRENT SURVEY CONTROL
 LV0193  ___________________________________________________________________
 LV0193* NAD 83(1986)-  41 24 23.     (N)    124 01 47.     (W)     SCALED    
 LV0193* NAVD 88     -       119.442  (meters)     391.87   (feet)  ADJUSTED  
 LV0193  ___________________________________________________________________
 LV0193  GEOID HEIGHT-         -28.98  (meters)                     GEOID09
 LV0193  DYNAMIC HT  -         119.394 (meters)     391.71  (feet)  COMP
 LV0193  MODELED GRAV-     980,222.8   (mgal)                       NAVD 88
 LV0193
 LV0193  VERT ORDER  -  FIRST     CLASS II
 LV0193
 LV0193.The horizontal coordinates were scaled from a topographic map and have
 LV0193.an estimated accuracy of +/- 6 seconds.
 LV0193.
 LV0193.The orthometric height was determined by differential leveling and
 LV0193.adjusted in June 1991.
 LV0193
 LV0193.The geoid height was determined by GEOID09.
 LV0193
 LV0193.The dynamic height is computed by dividing the NAVD 88
 LV0193.geopotential number by the normal gravity value computed on the
 LV0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0193.degrees latitude (g = 980.6199 gals.).
 LV0193
 LV0193.The modeled gravity was interpolated from observed gravity values.
 LV0193
 LV0193;                    North         East    Units  Estimated Accuracy
 LV0193;SPC CA 1     -   732,160.    1,830,310.      MT  (+/- 180 meters Scaled)
 LV0193
 LV0193                          SUPERSEDED SURVEY CONTROL
 LV0193
 LV0193  NGVD 29 (12/02/92)  118.408  (m)          388.48   (f) ADJUSTED    1 2
 LV0193
 LV0193.Superseded values are not recommended for survey control.
 LV0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0193.See file dsdata.txt to determine how the superseded data were derived.
 LV0193
 LV0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL139843(NAD 83)
 LV0193
 LV0193_MARKER: DB = BENCH MARK DISK
 LV0193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0193_SP_SET: HEADWALL
 LV0193_STAMPING: S 1091 1967
 LV0193_MARK LOGO: CGS   
 LV0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0193+STABILITY: SURFACE MOTION
 LV0193
 LV0193  HISTORY     - Date     Condition        Report By
 LV0193  HISTORY     - 1967     MONUMENTED       CGS
 LV0193  HISTORY     - 1973     GOOD
 LV0193  HISTORY     - 1979     GOOD             CADT
 LV0193  HISTORY     - 1988     GOOD             NGS
 LV0193
 LV0193                          STATION DESCRIPTION
 LV0193
 LV0193'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0193'9.1 MI N FROM ORICK.
 LV0193'9.1 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0193'ORICK, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEAD
 LV0193'WALL OF 5- BY 5-FOOT CONCRETE BOX CULVERT 130.36, 19 FEET WEST
 LV0193'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET LOWER THAN
 LV0193'THE HIGHWAY.
 LV0193
 LV0193                          STATION RECOVERY (1973)
 LV0193
 LV0193'RECOVERED 1973
 LV0193'RECOVERED IN GOOD CONDITION.
 LV0193
 LV0193                          STATION RECOVERY (1979)
 LV0193
 LV0193'RECOVERY NOTE BY CALTRANS 1979
 LV0193'RECOVERED IN GOOD CONDITION.
 LV0193
 LV0193                          STATION RECOVERY (1988)
 LV0193
 LV0193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0060 ***********************************************************************
 LV0060  DESIGNATION -  S 635
 LV0060  PID         -  LV0060
 LV0060  STATE/COUNTY-  CA/DEL NORTE
 LV0060  USGS QUAD   -  REQUA (1966)
 LV0060
 LV0060                         *CURRENT SURVEY CONTROL
 LV0060  ___________________________________________________________________
 LV0060* NAD 83(1986)-  41 32 22.     (N)    124 02 56.     (W)     SCALED    
 LV0060* NAVD 88     -         7.115  (meters)      23.34   (feet)  ADJUSTED  
 LV0060  ___________________________________________________________________
 LV0060  GEOID HEIGHT-         -28.71  (meters)                     GEOID09
 LV0060  DYNAMIC HT  -           7.113 (meters)      23.34  (feet)  COMP
 LV0060  MODELED GRAV-     980,250.6   (mgal)                       NAVD 88
 LV0060
 LV0060  VERT ORDER  -  FIRST     CLASS II
 LV0060
 LV0060.The horizontal coordinates were scaled from a topographic map and have
 LV0060.an estimated accuracy of +/- 6 seconds.
 LV0060.
 LV0060.The orthometric height was determined by differential leveling and
 LV0060.adjusted in June 1991.
 LV0060
 LV0060.The geoid height was determined by GEOID09.
 LV0060
 LV0060.The dynamic height is computed by dividing the NAVD 88
 LV0060.geopotential number by the normal gravity value computed on the
 LV0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0060.degrees latitude (g = 980.6199 gals.).
 LV0060
 LV0060.The modeled gravity was interpolated from observed gravity values.
 LV0060
 LV0060;                    North         East    Units  Estimated Accuracy
 LV0060;SPC CA 1     -   746,970.    1,829,050.      MT  (+/- 180 meters Scaled)
 LV0060
 LV0060                          SUPERSEDED SURVEY CONTROL
 LV0060
 LV0060  NGVD 29 (12/02/92)    6.088  (m)           19.97   (f) ADJUSTED    1 2
 LV0060
 LV0060.Superseded values are not recommended for survey control.
 LV0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0060.See file dsdata.txt to determine how the superseded data were derived.
 LV0060
 LV0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL125991(NAD 83)
 LV0060
 LV0060_MARKER: DB = BENCH MARK DISK
 LV0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0060_SP_SET: CONCRETE POST
 LV0060_STAMPING: S 635 1942
 LV0060_MARK LOGO: CGS   
 LV0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0060+STABILITY: SURFACE MOTION
 LV0060
 LV0060  HISTORY     - Date     Condition        Report By
 LV0060  HISTORY     - 1942     MONUMENTED       CGS
 LV0060  HISTORY     - 1967     GOOD             CGS
 LV0060  HISTORY     - 1988     GOOD             NGS
 LV0060
 LV0060                          STATION DESCRIPTION
 LV0060
 LV0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0060'19.6 MI S FROM CRESCENT CITY.
 LV0060'19.6 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION OF
 LV0060'FRONT STREET AT CRESCENT CITY, AT CAMP KLAMATH, AT THE NORTHWEST
 LV0060'CORNER OF THE STATE HIGHWAY MAINTENANCE YARD, 60 FEET EAST OF THE
 LV0060'CENTER LINE OF THE HIGHWAY, 183 FEET NORTH OF BENCH MARK A 1091,
 LV0060'3.5 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A FENCE AROUND THE
 LV0060'YARD 1.5 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE
 LV0060'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3
 LV0060'FOOT ABOVE THE GROUND.
 LV0060
 LV0060                          STATION RECOVERY (1988)
 LV0060
 LV0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1488 ***********************************************************************
 KT1488  DESIGNATION -  T 102
 KT1488  PID         -  KT1488
 KT1488  STATE/COUNTY-  CA/MENDOCINO
 KT1488  USGS QUAD   -  LEGGETT (1994)
 KT1488
 KT1488                         *CURRENT SURVEY CONTROL
 KT1488  ___________________________________________________________________
 KT1488* NAD 83(1986)-  39 50 58.     (N)    123 42 29.     (W)     SCALED    
 KT1488* NAVD 88     -       344.04   (+/-2cm)    1128.7    (feet)  VERTCON   
 KT1488  ___________________________________________________________________
 KT1488  GEOID HEIGHT-         -30.03  (meters)                     GEOID09
 KT1488  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1488
 KT1488.The horizontal coordinates were scaled from a topographic map and have
 KT1488.an estimated accuracy of +/- 6 seconds.
 KT1488.
 KT1488.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1488
 KT1488.The vertical order pertains to the NGVD 29 superseded value.
 KT1488
 KT1488.The geoid height was determined by GEOID09.
 KT1488
 KT1488;                    North         East    Units  Estimated Accuracy
 KT1488;SPC CA 2     -   743,680.    1,853,830.      MT  (+/- 180 meters Scaled)
 KT1488
 KT1488                          SUPERSEDED SURVEY CONTROL
 KT1488
 KT1488  NGVD 29 (??/??/92)  343.121  (m)         1125.72   (f) ADJ UNCH    1 2
 KT1488
 KT1488.Superseded values are not recommended for survey control.
 KT1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1488.See file dsdata.txt to determine how the superseded data were derived.
 KT1488
 KT1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK394112(NAD 83)
 KT1488
 KT1488_MARKER: DB = BENCH MARK DISK
 KT1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1488_STAMPING: T 102 1931 1125.428
 KT1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1488+STABILITY: SURFACE MOTION
 KT1488
 KT1488  HISTORY     - Date     Condition        Report By
 KT1488  HISTORY     - 1931     MONUMENTED       CGS
 KT1488  HISTORY     - 1967     GOOD             CGS
 KT1488  HISTORY     - 1972     GOOD             USGS
 KT1488
 KT1488                          STATION DESCRIPTION
 KT1488
 KT1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1488'1.8 MI S FROM LEGGETT.
 KT1488'1.75 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1488'LEGGETT, 0.25 MILE NORTHWEST OF THE NORTHWEST END OF A BRIDGE
 KT1488'OVER CEDAR CREEK, BETWEEN A GROUP OF BUILDINGS AND THE HIGHWAY,
 KT1488'102 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 41 FEET
 KT1488'SOUTHEAST OF A POWER POLE, 39 FEET EAST OF A 20-INCH FIR TREE,
 KT1488'49 FEET SOUTH OF A WITNESS POST, ABOUT 7 FEET HIGHER THAN THE
 KT1488'HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6
 KT1488'FOOT ABOVE THE GROUND.
 KT1488
 KT1488                          STATION RECOVERY (1972)
 KT1488
 KT1488'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1488'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0884 ***********************************************************************
 KT0884  DESIGNATION -  T 1081
 KT0884  PID         -  KT0884
 KT0884  STATE/COUNTY-  CA/MENDOCINO
 KT0884  USGS QUAD   -  LONGVALE (1994)
 KT0884
 KT0884                         *CURRENT SURVEY CONTROL
 KT0884  ___________________________________________________________________
 KT0884* NAD 83(1986)-  39 36 32.     (N)    123 27 28.     (W)     SCALED    
 KT0884* NAVD 88     -       440.79   (+/-2cm)    1446.2    (feet)  VERTCON   
 KT0884  ___________________________________________________________________
 KT0884  GEOID HEIGHT-         -29.58  (meters)                     GEOID09
 KT0884  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0884
 KT0884.The horizontal coordinates were scaled from a topographic map and have
 KT0884.an estimated accuracy of +/- 6 seconds.
 KT0884.
 KT0884.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0884
 KT0884.The vertical order pertains to the NGVD 29 superseded value.
 KT0884
 KT0884.The geoid height was determined by GEOID09.
 KT0884
 KT0884;                    North         East    Units  Estimated Accuracy
 KT0884;SPC CA 2     -   716,610.    1,874,820.      MT  (+/- 180 meters Scaled)
 KT0884
 KT0884                          SUPERSEDED SURVEY CONTROL
 KT0884
 KT0884  NGVD 29 (??/??/92)  439.858  (m)         1443.10   (f) ADJ UNCH    1 2
 KT0884
 KT0884.Superseded values are not recommended for survey control.
 KT0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0884.See file dsdata.txt to determine how the superseded data were derived.
 KT0884
 KT0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ607844(NAD 83)
 KT0884
 KT0884_MARKER: DB = BENCH MARK DISK
 KT0884_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0884_SP_SET: BRIDGE
 KT0884_STAMPING: T 1081 1967
 KT0884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0884
 KT0884  HISTORY     - Date     Condition        Report By
 KT0884  HISTORY     - 1967     MONUMENTED       CGS
 KT0884
 KT0884                          STATION DESCRIPTION
 KT0884
 KT0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0884'4.2 MI N FROM LONGVALE.
 KT0884'4.15 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 KT0884'DOS RIOS ROAD AT LONGVALE, IN THE TOP AND 1.2 FEET NORTH OF THE
 KT0884'SOUTH END OF THE SOUTH CONCRETE WING WALL OF BRIDGE 10.98 OVER
 KT0884'LONG VALLEY CREEK, 30 FEET SOUTHWEST OF THE CENTER LINE OF
 KT0884'THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1482 ***********************************************************************
 KT1482  DESIGNATION -  T 1082
 KT1482  PID         -  KT1482
 KT1482  STATE/COUNTY-  CA/MENDOCINO
 KT1482  USGS QUAD   -  LEGGETT (1994)
 KT1482
 KT1482                         *CURRENT SURVEY CONTROL
 KT1482  ___________________________________________________________________
 KT1482* NAD 83(1986)-  39 49 58.     (N)    123 39 05.     (W)     SCALED    
 KT1482* NAVD 88     -       400.71   (+/-2cm)    1314.7    (feet)  VERTCON   
 KT1482  ___________________________________________________________________
 KT1482  GEOID HEIGHT-         -29.84  (meters)                     GEOID09
 KT1482  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1482
 KT1482.The horizontal coordinates were scaled from a topographic map and have
 KT1482.an estimated accuracy of +/- 6 seconds.
 KT1482.
 KT1482.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1482
 KT1482.The vertical order pertains to the NGVD 29 superseded value.
 KT1482
 KT1482.The geoid height was determined by GEOID09.
 KT1482
 KT1482;                    North         East    Units  Estimated Accuracy
 KT1482;SPC CA 2     -   741,740.    1,858,650.      MT  (+/- 180 meters Scaled)
 KT1482
 KT1482                          SUPERSEDED SURVEY CONTROL
 KT1482
 KT1482  NGVD 29 (??/??/92)  399.776  (m)         1311.60   (f) ADJ UNCH    1 2
 KT1482
 KT1482.Superseded values are not recommended for survey control.
 KT1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1482.See file dsdata.txt to determine how the superseded data were derived.
 KT1482
 KT1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK442094(NAD 83)
 KT1482
 KT1482_MARKER: DB = BENCH MARK DISK
 KT1482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1482_SP_SET: CULVERT
 KT1482_STAMPING: T 1082 1967
 KT1482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1482
 KT1482  HISTORY     - Date     Condition        Report By
 KT1482  HISTORY     - 1967     MONUMENTED       CGS
 KT1482
 KT1482                          STATION DESCRIPTION
 KT1482
 KT1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1482'6.2 MI SE FROM LEGGETT.
 KT1482'6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1482'AT LEGGETT, AT THE CROSSING OF SQUAW CREEK, NEAR THE WEST END
 KT1482'OF A LARGE FILL, IN THE TOP AND 1.0 FOOT NORTHEAST OF THE
 KT1482'SOUTHWEST END OF A CONCRETE HEAD WALL OF A 72-INCH PIPE CULVERT
 KT1482'AT THE SOUTHEAST END OF A CONCRETE LINED DITCH WHICH WILL TAKE
 KT1482'WATER FROM SQUAW CREEK, 40 FEET NORTHEAST OF THE CENTER LINE OF
 KT1482'FORMER HIGHWAY, AND ABOUT 6 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1520 ***********************************************************************
 KT1520  DESIGNATION -  T 1083
 KT1520  PID         -  KT1520
 KT1520  STATE/COUNTY-  CA/MENDOCINO
 KT1520  USGS QUAD   -  PIERCY (1994)
 KT1520
 KT1520                         *CURRENT SURVEY CONTROL
 KT1520  ___________________________________________________________________
 KT1520* NAD 83(1986)-  39 58 58.     (N)    123 48 05.     (W)     SCALED    
 KT1520* NAVD 88     -       177.40   (+/-2cm)     582.0    (feet)  VERTCON   
 KT1520  ___________________________________________________________________
 KT1520  GEOID HEIGHT-         -30.35  (meters)                     GEOID09
 KT1520  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1520
 KT1520.The horizontal coordinates were scaled from a topographic map and have
 KT1520.an estimated accuracy of +/- 6 seconds.
 KT1520.
 KT1520.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1520
 KT1520.The vertical order pertains to the NGVD 29 superseded value.
 KT1520
 KT1520.The geoid height was determined by GEOID09.
 KT1520
 KT1520;                    North         East    Units  Estimated Accuracy
 KT1520;SPC CA 2     -   758,640.    1,846,140.      MT  (+/- 180 meters Scaled)
 KT1520
 KT1520                          SUPERSEDED SURVEY CONTROL
 KT1520
 KT1520  NGVD 29 (??/??/92)  176.486  (m)          579.02   (f) ADJ UNCH    1 2
 KT1520
 KT1520.Superseded values are not recommended for survey control.
 KT1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1520.See file dsdata.txt to determine how the superseded data were derived.
 KT1520
 KT1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK315261(NAD 83)
 KT1520
 KT1520_MARKER: DB = BENCH MARK DISK
 KT1520_SETTING: 66 = SET IN ROCK OUTCROP
 KT1520_SP_SET: OUTCROP
 KT1520_STAMPING: T 1083 1967
 KT1520_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1520+STABILITY: POSITION/ELEVATION WELL
 KT1520
 KT1520  HISTORY     - Date     Condition        Report By
 KT1520  HISTORY     - 1967     MONUMENTED       CGS
 KT1520  HISTORY     - 19880714 MARK NOT FOUND   NGS
 KT1520
 KT1520                          STATION DESCRIPTION
 KT1520
 KT1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1520'0.4 MI N FROM PIERCY.
 KT1520'0.45 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1520'AT PIERCY, ON THE OUTSIDE OF A CURVE, NEAR A PULLOUT AREA, IN
 KT1520'THE TOP OF A 4- BY 4-FOOT OUTCROP WHICH PROJECTS ABOUT 1/2
 KT1520'FOOT ABOVE THE GROUND, 131 FEET NORTHWEST OF THE CENTER LINE
 KT1520'OF THE HIGHWAY, 34 FEET NORTHWEST OF THE NORTHEAST END OF A STEEL
 KT1520'GATE AND WITNESS POST, AND ABOUT 2 1/2 FEET HIGHER THAN THE
 KT1520'HIGHWAY.
 KT1520
 KT1520                          STATION RECOVERY (1988)
 KT1520
 KT1520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1520'THE STEM OF THE DISK IS ALL THAT REMAINS.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1271 ***********************************************************************
 LU1271  DESIGNATION -  T 1084
 LU1271  PID         -  LU1271
 LU1271  STATE/COUNTY-  CA/HUMBOLDT
 LU1271  USGS QUAD   -  MIRANDA (1970)
 LU1271
 LU1271                         *CURRENT SURVEY CONTROL
 LU1271  ___________________________________________________________________
 LU1271* NAD 83(1986)-  40 10 55.     (N)    123 46 33.     (W)     SCALED    
 LU1271* NAVD 88     -        87.027  (meters)     285.52   (feet)  ADJUSTED  
 LU1271  ___________________________________________________________________
 LU1271  GEOID HEIGHT-         -30.36  (meters)                     GEOID09
 LU1271  DYNAMIC HT  -          86.977 (meters)     285.36  (feet)  COMP
 LU1271  MODELED GRAV-     980,056.8   (mgal)                       NAVD 88
 LU1271
 LU1271  VERT ORDER  -  FIRST     CLASS II
 LU1271
 LU1271.The horizontal coordinates were scaled from a topographic map and have
 LU1271.an estimated accuracy of +/- 6 seconds.
 LU1271.
 LU1271.The orthometric height was determined by differential leveling and
 LU1271.adjusted in December 1992.
 LU1271
 LU1271.The geoid height was determined by GEOID09.
 LU1271
 LU1271.The dynamic height is computed by dividing the NAVD 88
 LU1271.geopotential number by the normal gravity value computed on the
 LU1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1271.degrees latitude (g = 980.6199 gals.).
 LU1271
 LU1271.The modeled gravity was interpolated from observed gravity values.
 LU1271
 LU1271;                    North         East    Units  Estimated Accuracy
 LU1271;SPC CA 1     -   595,760.    1,848,780.      MT  (+/- 180 meters Scaled)
 LU1271
 LU1271                          SUPERSEDED SURVEY CONTROL
 LU1271
 LU1271  NAVD 88 (06/15/91)   87.035  (m)          285.55   (f) UNKNOWN     1 2
 LU1271  NGVD 29 (12/02/92)   86.101  (m)          282.48   (f) ADJUSTED    1 2
 LU1271
 LU1271.Superseded values are not recommended for survey control.
 LU1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1271.See file dsdata.txt to determine how the superseded data were derived.
 LU1271
 LU1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK339482(NAD 83)
 LU1271
 LU1271_MARKER: DB = BENCH MARK DISK
 LU1271_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1271_SP_SET: ABUTMENT
 LU1271_STAMPING: T 1084 1967
 LU1271_MARK LOGO: CGS   
 LU1271_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1271+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1271
 LU1271  HISTORY     - Date     Condition        Report By
 LU1271  HISTORY     - 1967     MONUMENTED       CGS
 LU1271  HISTORY     - 19880329 GOOD             NGS
 LU1271  HISTORY     - 19920729 GOOD             NGS
 LU1271
 LU1271                          STATION DESCRIPTION
 LU1271
 LU1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1271'6.5 MI S FROM MIRANDA.
 LU1271'6.5 MILES SOUTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1271'HIGH SCHOOL AT MIRANDA, 8.0 MILES NORTH OF GARBERVILLE, AT HIGHWAY
 LU1271'MILEAGE 17.89, AT THE JUNCTION OF U.S. HIGHWAY 101, IN THE TOP
 LU1271'OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE CURB OF BRIDGE
 LU1271'4.65 OVER THE SOUTH FORK OF EEL RIVER, 32 FEET NORTHWEST OF THE
 LU1271'CENTER LINE OF THE NORTHWEST LANES OF THE HIGHWAY.
 LU1271
 LU1271                          STATION RECOVERY (1988)
 LU1271
 LU1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1271'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.5 KM (6.50
 LU1271'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1271'GARBERVILLE.
 LU1271
 LU1271                          STATION RECOVERY (1992)
 LU1271
 LU1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1271'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1271'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1271'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1271'101, NEAR THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT CURB
 LU1271'OF BRIDGE NUMBER 4.65 SPANNING THE SOUTH FORK OF EEL RIVER, AT
 LU1271'MILEPOST 17.89, 9.8 M (32.2 FT) NORTHWEST OF THE CENTERLINE OF THE
 LU1271'SOUTHBOUND LANES OF THE HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL
 LU1271'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1310 ***********************************************************************
 LU1310  DESIGNATION -  T 1085
 LU1310  PID         -  LU1310
 LU1310  STATE/COUNTY-  CA/HUMBOLDT
 LU1310  USGS QUAD   -  WEOTT (1969)
 LU1310
 LU1310                         *CURRENT SURVEY CONTROL
 LU1310  ___________________________________________________________________
 LU1310* NAD 83(1986)-  40 20 41.     (N)    123 55 55.     (W)     SCALED    
 LU1310* NAVD 88     -        54.532  (meters)     178.91   (feet)  ADJUSTED  
 LU1310  ___________________________________________________________________
 LU1310  GEOID HEIGHT-         -30.52  (meters)                     GEOID09
 LU1310  DYNAMIC HT  -          54.504 (meters)     178.82  (feet)  COMP
 LU1310  MODELED GRAV-     980,120.7   (mgal)                       NAVD 88
 LU1310
 LU1310  VERT ORDER  -  FIRST     CLASS II
 LU1310
 LU1310.The horizontal coordinates were scaled from a topographic map and have
 LU1310.an estimated accuracy of +/- 6 seconds.
 LU1310.
 LU1310.The orthometric height was determined by differential leveling and
 LU1310.adjusted in December 1992.
 LU1310
 LU1310.The geoid height was determined by GEOID09.
 LU1310
 LU1310.The dynamic height is computed by dividing the NAVD 88
 LU1310.geopotential number by the normal gravity value computed on the
 LU1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1310.degrees latitude (g = 980.6199 gals.).
 LU1310
 LU1310.The modeled gravity was interpolated from observed gravity values.
 LU1310
 LU1310;                    North         East    Units  Estimated Accuracy
 LU1310;SPC CA 1     -   614,110.    1,835,880.      MT  (+/- 180 meters Scaled)
 LU1310
 LU1310                          SUPERSEDED SURVEY CONTROL
 LU1310
 LU1310  NAVD 88 (06/15/91)   54.543  (m)          178.95   (f) UNKNOWN     1 2
 LU1310  NGVD 29 (12/02/92)   53.579  (m)          175.78   (f) ADJUSTED    1 2
 LU1310
 LU1310.Superseded values are not recommended for survey control.
 LU1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1310.See file dsdata.txt to determine how the superseded data were derived.
 LU1310
 LU1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK208664(NAD 83)
 LU1310
 LU1310_MARKER: DB = BENCH MARK DISK
 LU1310_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1310_SP_SET: PIER
 LU1310_STAMPING: T 1085 1967
 LU1310_MARK LOGO: CGS   
 LU1310_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1310+STABILITY: POSITION/ELEVATION WELL
 LU1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1310+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LU1310
 LU1310  HISTORY     - Date     Condition        Report By
 LU1310  HISTORY     - 1967     MONUMENTED       CGS
 LU1310  HISTORY     - 19880324 GOOD             NGS
 LU1310  HISTORY     - 19920730 GOOD             NGS
 LU1310
 LU1310                          STATION DESCRIPTION
 LU1310
 LU1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1310'7.1 MI N FROM MYERS FLAT.
 LU1310'7.1 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1310'OVERPASS AT MYERS FLAT, SET VERTICALLY IN THE SOUTHWEST FACE OF
 LU1310'THE WEST ONE OF FOUR CONCRETE PIERS SUPPORTING FEDERATION GROVE
 LU1310'BRIDGE NO. 4-114, 38 FEET NORTHWEST OF THE CENTER LINE OF THE
 LU1310'HIGHWAY, ABOUT 2 FEET HIGHER THAN THE HIGHWAY AND 3.5 FEET ABOVE
 LU1310'THE GROUND.
 LU1310
 LU1310                          STATION RECOVERY (1988)
 LU1310
 LU1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1310'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  36.9 KM (22.95
 LU1310'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1310'GARBERVILLE.
 LU1310
 LU1310                          STATION RECOVERY (1992)
 LU1310
 LU1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1310'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1310'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1310'REDWOOD DRIVE, THENCE 38.3 KM (23.80 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1310'101, SET VERTICALLY IN THE SOUTHWEST FACE OF THE MOST WESTERLY OF 4
 LU1310'CONCRETE PIERS OF THE FEDERATION GROVE BRIDGE, 11.6 M (38.1 FT) WEST
 LU1310'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 1.0 M
 LU1310'(3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0229 ***********************************************************************
 LV0229  DESIGNATION -  T 1086
 LV0229  PID         -  LV0229
 LV0229  STATE/COUNTY-  CA/HUMBOLDT
 LV0229  USGS QUAD   -  FORTUNA (1972)
 LV0229
 LV0229                         *CURRENT SURVEY CONTROL
 LV0229  ___________________________________________________________________
 LV0229* NAD 83(1986)-  40 31 33.     (N)    124 09 03.     (W)     SCALED    
 LV0229* NAVD 88     -        26.359  (meters)      86.48   (feet)  ADJUSTED  
 LV0229  ___________________________________________________________________
 LV0229  GEOID HEIGHT-         -30.98  (meters)                     GEOID09
 LV0229  DYNAMIC HT  -          26.346 (meters)      86.44  (feet)  COMP
 LV0229  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 LV0229
 LV0229  VERT ORDER  -  FIRST     CLASS II
 LV0229
 LV0229.The horizontal coordinates were scaled from a topographic map and have
 LV0229.an estimated accuracy of +/- 6 seconds.
 LV0229.
 LV0229.The orthometric height was determined by differential leveling and
 LV0229.adjusted in December 1992.
 LV0229
 LV0229.The geoid height was determined by GEOID09.
 LV0229
 LV0229.The dynamic height is computed by dividing the NAVD 88
 LV0229.geopotential number by the normal gravity value computed on the
 LV0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0229.degrees latitude (g = 980.6199 gals.).
 LV0229
 LV0229.The modeled gravity was interpolated from observed gravity values.
 LV0229
 LV0229;                    North         East    Units  Estimated Accuracy
 LV0229;SPC CA 1     -   634,650.    1,817,780.      MT  (+/- 180 meters Scaled)
 LV0229
 LV0229                          SUPERSEDED SURVEY CONTROL
 LV0229
 LV0229  NAVD 88 (06/15/91)   26.399  (m)           86.61   (f) UNKNOWN     1 2
 LV0229  NGVD 29 (12/02/92)   25.380  (m)           83.27   (f) ADJUSTED    1 2
 LV0229
 LV0229.Superseded values are not recommended for survey control.
 LV0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0229.See file dsdata.txt to determine how the superseded data were derived.
 LV0229
 LV0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK025867(NAD 83)
 LV0229
 LV0229_MARKER: DB = BENCH MARK DISK
 LV0229_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LV0229_SP_SET: FOUNDATION
 LV0229_STAMPING: T 1086 1967
 LV0229_MARK LOGO: CGS   
 LV0229_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0229+STABILITY: SURFACE MOTION
 LV0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0229+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0229
 LV0229  HISTORY     - Date     Condition        Report By
 LV0229  HISTORY     - 1967     MONUMENTED       CGS
 LV0229  HISTORY     - 19880225 GOOD             NGS
 LV0229  HISTORY     - 19920728 GOOD             NGS
 LV0229
 LV0229                          STATION DESCRIPTION
 LV0229
 LV0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0229'3.4 MI N FROM RIO DELL.
 LV0229'3.35 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0229'RIO DELL, 0.1 MILE NORTH OF THE JUNCTION OF A DRIVEWAY SOUTHEAST
 LV0229'TO HUNTS CREAMLINE DAIRY, AT HIGHWAY MILEAGE 56.00, AT A LARGE
 LV0229'TURNOUT, IN THE TOP OF THE CENTER OF THE WEST SIDE OF THE
 LV0229'CONCRETE FOUNDATION FOR STATE HIGHWAY SCALES, 117 FEET EAST OF THE
 LV0229'CENTER LINE OF THE EAST LANES OF THE HIGHWAY, AND ABOUT LEVEL WITH
 LV0229'THE HIGHWAY.
 LV0229
 LV0229                          STATION RECOVERY (1988)
 LV0229
 LV0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0229'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.9 KM (5.55
 LV0229'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LV0229'FORTUNA.
 LV0229
 LV0229                          STATION RECOVERY (1992)
 LV0229
 LV0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0229'9.0 KM (5.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0229'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, NEAR
 LV0229'THE CENTER OF THE WEST SIDE OF THE CONCRETE FOUNDATION OF A WEIGH
 LV0229'STATION SCALE AT HIGHWAY MILEPOST 56.00, 0.2 KM (0.10 MI) NORTH OF
 LV0229'THE INTERSECTION OF A DRIVEWAY LEADING SOUTHEAST TO HUNTS CREAMLINE
 LV0229'DAIRY, 35.7 M (117.1 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 LV0229'LANES OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0158 ***********************************************************************
 LV0158  DESIGNATION -  T 1088
 LV0158  PID         -  LV0158
 LV0158  STATE/COUNTY-  CA/HUMBOLDT
 LV0158  USGS QUAD   -  TRINIDAD (1978)
 LV0158
 LV0158                         *CURRENT SURVEY CONTROL
 LV0158  ___________________________________________________________________
 LV0158* NAD 83(1986)-  41 06 09.     (N)    124 09 34.     (W)     SCALED    
 LV0158* NAVD 88     -        69.651  (meters)     228.51   (feet)  ADJUSTED  
 LV0158  ___________________________________________________________________
 LV0158  GEOID HEIGHT-         -30.05  (meters)                     GEOID09
 LV0158  DYNAMIC HT  -          69.624 (meters)     228.42  (feet)  COMP
 LV0158  MODELED GRAV-     980,225.5   (mgal)                       NAVD 88
 LV0158
 LV0158  VERT ORDER  -  FIRST     CLASS II
 LV0158
 LV0158.The horizontal coordinates were scaled from a topographic map and have
 LV0158.an estimated accuracy of +/- 6 seconds.
 LV0158.
 LV0158.The orthometric height was determined by differential leveling and
 LV0158.adjusted in June 1991.
 LV0158
 LV0158.The geoid height was determined by GEOID09.
 LV0158
 LV0158.The dynamic height is computed by dividing the NAVD 88
 LV0158.geopotential number by the normal gravity value computed on the
 LV0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0158.degrees latitude (g = 980.6199 gals.).
 LV0158
 LV0158.The modeled gravity was interpolated from observed gravity values.
 LV0158
 LV0158;                    North         East    Units  Estimated Accuracy
 LV0158;SPC CA 1     -   698,680.    1,818,630.      MT  (+/- 180 meters Scaled)
 LV0158
 LV0158                          SUPERSEDED SURVEY CONTROL
 LV0158
 LV0158  NGVD 29 (??/??/??)   68.619  (m)          225.13   (f) ADJUSTED    1 2
 LV0158
 LV0158.Superseded values are not recommended for survey control.
 LV0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0158.See file dsdata.txt to determine how the superseded data were derived.
 LV0158
 LV0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL026507(NAD 83)
 LV0158
 LV0158_MARKER: DB = BENCH MARK DISK
 LV0158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0158_SP_SET: CULVERT
 LV0158_STAMPING: T 1088 1967
 LV0158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0158
 LV0158  HISTORY     - Date     Condition        Report By
 LV0158  HISTORY     - 1967     MONUMENTED       CGS
 LV0158  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0158
 LV0158                          STATION DESCRIPTION
 LV0158
 LV0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0158'3 MI N FROM TRINIDAD.
 LV0158'2.95 MILES NORTH ALONG U.S. HIGHWAY 101 FROM TRINIDAD UNDERPASS
 LV0158'AT TRINIDAD, ON THE INSIDE OF A SHARP CURVE, IN THE TOP OF THE
 LV0158'CENTER OF THE EAST CONCRETE HEAD WALL OF 18-INCH PIPE CULVERT
 LV0158'103.77, 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND
 LV0158'ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 LV0158
 LV0158                          STATION RECOVERY (1988)
 LV0158
 LV0158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0158'THERE IS NO LONGER A CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0070 ***********************************************************************
 LV0070  DESIGNATION -  T 1090
 LV0070  PID         -  LV0070
 LV0070  STATE/COUNTY-  CA/DEL NORTE
 LV0070  USGS QUAD   -  REQUA (1966)
 LV0070
 LV0070                         *CURRENT SURVEY CONTROL
 LV0070  ___________________________________________________________________
 LV0070* NAD 83(1986)-  41 37 04.     (N)    124 06 33.     (W)     SCALED    
 LV0070* NAVD 88     -       126.173  (meters)     413.95   (feet)  ADJUSTED  
 LV0070  ___________________________________________________________________
 LV0070  GEOID HEIGHT-         -28.71  (meters)                     GEOID09
 LV0070  DYNAMIC HT  -         126.126 (meters)     413.80  (feet)  COMP
 LV0070  MODELED GRAV-     980,247.7   (mgal)                       NAVD 88
 LV0070
 LV0070  VERT ORDER  -  FIRST     CLASS II
 LV0070
 LV0070.The horizontal coordinates were scaled from a topographic map and have
 LV0070.an estimated accuracy of +/- 6 seconds.
 LV0070.
 LV0070.The orthometric height was determined by differential leveling and
 LV0070.adjusted in June 1991.
 LV0070
 LV0070.The geoid height was determined by GEOID09.
 LV0070
 LV0070.The dynamic height is computed by dividing the NAVD 88
 LV0070.geopotential number by the normal gravity value computed on the
 LV0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0070.degrees latitude (g = 980.6199 gals.).
 LV0070
 LV0070.The modeled gravity was interpolated from observed gravity values.
 LV0070
 LV0070;                    North         East    Units  Estimated Accuracy
 LV0070;SPC CA 1     -   755,780.    1,824,230.      MT  (+/- 180 meters Scaled)
 LV0070
 LV0070                          SUPERSEDED SURVEY CONTROL
 LV0070
 LV0070  NGVD 29 (??/??/??)  125.146  (m)          410.58   (f) ADJUSTED    1 2
 LV0070
 LV0070.Superseded values are not recommended for survey control.
 LV0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0070.See file dsdata.txt to determine how the superseded data were derived.
 LV0070
 LV0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM075079(NAD 83)
 LV0070
 LV0070_MARKER: DB = BENCH MARK DISK
 LV0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0070_SP_SET: CULVERT
 LV0070_STAMPING: T 1090 1967
 LV0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0070
 LV0070  HISTORY     - Date     Condition        Report By
 LV0070  HISTORY     - 1967     MONUMENTED       CGS
 LV0070  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0070
 LV0070                          STATION DESCRIPTION
 LV0070
 LV0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0070'12.4 MI S FROM CRESCENT CITY.
 LV0070'12.45 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0070'OF FRONT STREET AT CRESCENT CITY, 0.1 MILE SOUTH OF THE JUNCTION
 LV0070'OF RUDISILL ROAD EAST, ON THE INSIDE OF A CURVE, ACROSS THE
 LV0070'HIGHWAY FROM THE NORTH END OF A TURNOUT OVERLOOKING THE OCEAN,
 LV0070'IN THE TOP AND 2.0 FEET SOUTH OF THE NORTH END OF THE EAST
 LV0070'CONCRETE HEAD WALL OF CULVERT 13.73, 16 FEET EAST OF THE CENTER
 LV0070'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0070
 LV0070                          STATION RECOVERY (1988)
 LV0070
 LV0070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0070'THERE IS A NEW STORM DRAIN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0191 ***********************************************************************
 LV0191  DESIGNATION -  T 1091
 LV0191  PID         -  LV0191
 LV0191  STATE/COUNTY-  CA/HUMBOLDT
 LV0191  USGS QUAD   -  FERN CANYON (1966)
 LV0191
 LV0191                         *CURRENT SURVEY CONTROL
 LV0191  ___________________________________________________________________
 LV0191* NAD 83(1986)-  41 26 04.     (N)    124 02 21.     (W)     SCALED    
 LV0191* NAVD 88     -       176.709  (meters)     579.75   (feet)  ADJUSTED  
 LV0191  ___________________________________________________________________
 LV0191  GEOID HEIGHT-         -28.96  (meters)                     GEOID09
 LV0191  DYNAMIC HT  -         176.636 (meters)     579.51  (feet)  COMP
 LV0191  MODELED GRAV-     980,209.7   (mgal)                       NAVD 88
 LV0191
 LV0191  VERT ORDER  -  FIRST     CLASS II
 LV0191
 LV0191.The horizontal coordinates were scaled from a topographic map and have
 LV0191.an estimated accuracy of +/- 6 seconds.
 LV0191.
 LV0191.The orthometric height was determined by differential leveling and
 LV0191.adjusted in June 1991.
 LV0191
 LV0191.The geoid height was determined by GEOID09.
 LV0191
 LV0191.The dynamic height is computed by dividing the NAVD 88
 LV0191.geopotential number by the normal gravity value computed on the
 LV0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0191.degrees latitude (g = 980.6199 gals.).
 LV0191
 LV0191.The modeled gravity was interpolated from observed gravity values.
 LV0191
 LV0191;                    North         East    Units  Estimated Accuracy
 LV0191;SPC CA 1     -   735,290.    1,829,590.      MT  (+/- 180 meters Scaled)
 LV0191
 LV0191                          SUPERSEDED SURVEY CONTROL
 LV0191
 LV0191  NGVD 29 (12/02/92)  175.673  (m)          576.35   (f) ADJUSTED    1 2
 LV0191
 LV0191.Superseded values are not recommended for survey control.
 LV0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0191.See file dsdata.txt to determine how the superseded data were derived.
 LV0191
 LV0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL131875(NAD 83)
 LV0191
 LV0191_MARKER: DB = BENCH MARK DISK
 LV0191_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0191_SP_SET: CATCH BASIN
 LV0191_STAMPING: T 1091 1967
 LV0191_MARK LOGO: CGS   
 LV0191_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0191
 LV0191  HISTORY     - Date     Condition        Report By
 LV0191  HISTORY     - 1967     MONUMENTED       CGS
 LV0191  HISTORY     - 1973     GOOD
 LV0191  HISTORY     - 1988     GOOD             NGS
 LV0191
 LV0191                          STATION DESCRIPTION
 LV0191
 LV0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0191'11.1 MI N FROM ORICK.
 LV0191'11.1 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 LV0191'AT ORICK, 0.1 MILE NORTH OF THE JUNCTION OF TEN-TAYPO TRAIL
 LV0191'EAST, IN THE TOP OF THE SOUTHEAST CORNER OF A 3- BY 4-FOOT
 LV0191'CONCRETE CATCH BASIN NO. 132.46, 19 FEET EAST OF THE CENTER
 LV0191'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0191
 LV0191                          STATION RECOVERY (1973)
 LV0191
 LV0191'RECOVERED 1973
 LV0191'RECOVERED IN GOOD CONDITION.
 LV0191
 LV0191                          STATION RECOVERY (1988)
 LV0191
 LV0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0885 ***********************************************************************
 KT0885  DESIGNATION -  U 1081
 KT0885  PID         -  KT0885
 KT0885  STATE/COUNTY-  CA/MENDOCINO
 KT0885  USGS QUAD   -  LONGVALE (1994)
 KT0885
 KT0885                         *CURRENT SURVEY CONTROL
 KT0885  ___________________________________________________________________
 KT0885* NAD 83(1986)-  39 36 56.     (N)    123 27 35.     (W)     SCALED    
 KT0885* NAVD 88     -       466.41   (+/-2cm)    1530.2    (feet)  VERTCON   
 KT0885  ___________________________________________________________________
 KT0885  GEOID HEIGHT-         -29.57  (meters)                     GEOID09
 KT0885  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0885
 KT0885.The horizontal coordinates were scaled from a topographic map and have
 KT0885.an estimated accuracy of +/- 6 seconds.
 KT0885.
 KT0885.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0885
 KT0885.The vertical order pertains to the NGVD 29 superseded value.
 KT0885
 KT0885.The geoid height was determined by GEOID09.
 KT0885
 KT0885;                    North         East    Units  Estimated Accuracy
 KT0885;SPC CA 2     -   717,350.    1,874,660.      MT  (+/- 180 meters Scaled)
 KT0885
 KT0885                          SUPERSEDED SURVEY CONTROL
 KT0885
 KT0885  NGVD 29 (??/??/92)  465.476  (m)         1527.15   (f) ADJ UNCH    1 2
 KT0885
 KT0885.Superseded values are not recommended for survey control.
 KT0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0885.See file dsdata.txt to determine how the superseded data were derived.
 KT0885
 KT0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ605851(NAD 83)
 KT0885
 KT0885_MARKER: DB = BENCH MARK DISK
 KT0885_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0885_SP_SET: CULVERT
 KT0885_STAMPING: U 1081 1967
 KT0885_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0885
 KT0885  HISTORY     - Date     Condition        Report By
 KT0885  HISTORY     - 1967     MONUMENTED       CGS
 KT0885
 KT0885                          STATION DESCRIPTION
 KT0885
 KT0885'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0885'4.6 MI N FROM LONGVALE.
 KT0885'4.65 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 KT0885'DOS RIOS ROAD AT LONGVALE, IN THE TOP OF A CONCRETE HEAD WALL
 KT0885'FOR 60-INCH PIPE CULVERT, 63.96, 34 FEET NORTHEAST OF THE
 KT0885'CENTER LINE OF THE HIGHWAY, 8 FEET NORTHWEST OF THE SOUTHEAST
 KT0885'END OF THE HEAD WALL, AND ABOUT 5 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1483 ***********************************************************************
 KT1483  DESIGNATION -  U 1082
 KT1483  PID         -  KT1483
 KT1483  STATE/COUNTY-  CA/MENDOCINO
 KT1483  USGS QUAD   -  LEGGETT (1994)
 KT1483
 KT1483                         *CURRENT SURVEY CONTROL
 KT1483  ___________________________________________________________________
 KT1483* NAD 83(1986)-  39 49 42.     (N)    123 39 30.     (W)     SCALED    
 KT1483* NAVD 88     -       397.37   (+/-2cm)    1303.7    (feet)  VERTCON   
 KT1483  ___________________________________________________________________
 KT1483  GEOID HEIGHT-         -29.87  (meters)                     GEOID09
 KT1483  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1483
 KT1483.The horizontal coordinates were scaled from a topographic map and have
 KT1483.an estimated accuracy of +/- 6 seconds.
 KT1483.
 KT1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1483
 KT1483.The vertical order pertains to the NGVD 29 superseded value.
 KT1483
 KT1483.The geoid height was determined by GEOID09.
 KT1483
 KT1483;                    North         East    Units  Estimated Accuracy
 KT1483;SPC CA 2     -   741,260.    1,858,040.      MT  (+/- 180 meters Scaled)
 KT1483
 KT1483                          SUPERSEDED SURVEY CONTROL
 KT1483
 KT1483  NGVD 29 (??/??/92)  396.433  (m)         1300.63   (f) ADJ UNCH    1 2
 KT1483
 KT1483.Superseded values are not recommended for survey control.
 KT1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1483.See file dsdata.txt to determine how the superseded data were derived.
 KT1483
 KT1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK436089(NAD 83)
 KT1483
 KT1483_MARKER: DB = BENCH MARK DISK
 KT1483_SETTING: 66 = SET IN ROCK OUTCROP
 KT1483_SP_SET: OUTCROP
 KT1483_STAMPING: U 1082 1967
 KT1483_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1483+STABILITY: POSITION/ELEVATION WELL
 KT1483
 KT1483  HISTORY     - Date     Condition        Report By
 KT1483  HISTORY     - 1967     MONUMENTED       CGS
 KT1483  HISTORY     - 1972     GOOD             USGS
 KT1483
 KT1483                          STATION DESCRIPTION
 KT1483
 KT1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1483'5.6 MI SE FROM LEGGETT.
 KT1483'5.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1483'AT LEGGETT, ABOUT MIDWAY BETWEEN CUT BANKS, IN THE TOP OF A
 KT1483'4- BY 6-FOOT OUTCROP WHICH PROJECTS ABOUT 3 FEET ABOVE GROUND,
 KT1483'59 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 9 FEET NORTH OF
 KT1483'THE NORTH END OF 18-INCH PIPE CULVERT 86.65, 5 FEET SOUTHEAST OF
 KT1483'A WITNESS POST, AND ABOUT 1 1/2 FEET HIGHER THAN THE HIGHWAY.
 KT1483
 KT1483                          STATION RECOVERY (1972)
 KT1483
 KT1483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1522 ***********************************************************************
 KT1522  DESIGNATION -  U 1083
 KT1522  PID         -  KT1522
 KT1522  STATE/COUNTY-  CA/MENDOCINO
 KT1522  USGS QUAD   -  PIERCY (1994)
 KT1522
 KT1522                         *CURRENT SURVEY CONTROL
 KT1522  ___________________________________________________________________
 KT1522* NAD 83(1986)-  39 59 28.     (N)    123 47 22.     (W)     SCALED    
 KT1522* NAVD 88     -       156.20   (+/-2cm)     512.5    (feet)  VERTCON   
 KT1522  ___________________________________________________________________
 KT1522  GEOID HEIGHT-         -30.34  (meters)                     GEOID09
 KT1522  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1522
 KT1522.The horizontal coordinates were scaled from a topographic map and have
 KT1522.an estimated accuracy of +/- 6 seconds.
 KT1522.
 KT1522.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1522
 KT1522.The vertical order pertains to the NGVD 29 superseded value.
 KT1522
 KT1522.The geoid height was determined by GEOID09.
 KT1522
 KT1522;                    North         East    Units  Estimated Accuracy
 KT1522;SPC CA 2     -   759,550.    1,847,180.      MT  (+/- 180 meters Scaled)
 KT1522
 KT1522                          SUPERSEDED SURVEY CONTROL
 KT1522
 KT1522  NGVD 29 (??/??/92)  155.279  (m)          509.44   (f) ADJ UNCH    1 2
 KT1522
 KT1522.Superseded values are not recommended for survey control.
 KT1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1522.See file dsdata.txt to determine how the superseded data were derived.
 KT1522
 KT1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK326270(NAD 83)
 KT1522
 KT1522_MARKER: DB = BENCH MARK DISK
 KT1522_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1522_SP_SET: CULVERT
 KT1522_STAMPING: U 1083 1967
 KT1522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1522
 KT1522  HISTORY     - Date     Condition        Report By
 KT1522  HISTORY     - 1967     MONUMENTED       CGS
 KT1522
 KT1522                          STATION DESCRIPTION
 KT1522
 KT1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1522'1.4 MI N FROM PIERCY.
 KT1522'1.35 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1522'AT PIERCY, IN THE TOP AND 0.9 FOOT NORTHEAST OF THE SOUTHWEST
 KT1522'END OF THE SOUTHEAST CONCRETE HEAD WALL OF 24-INCH PIPE CULVERT
 KT1522'106.74.  15 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 KT1522'AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1272 ***********************************************************************
 LU1272  DESIGNATION -  U 1084
 LU1272  PID         -  LU1272
 LU1272  STATE/COUNTY-  CA/HUMBOLDT
 LU1272  USGS QUAD   -  MIRANDA (1970)
 LU1272
 LU1272                         *CURRENT SURVEY CONTROL
 LU1272  ___________________________________________________________________
 LU1272* NAD 83(1986)-  40 11 35.     (N)    123 46 02.     (W)     SCALED    
 LU1272* NAVD 88     -        76.546  (meters)     251.13   (feet)  ADJUSTED  
 LU1272  ___________________________________________________________________
 LU1272  GEOID HEIGHT-         -30.33  (meters)                     GEOID09
 LU1272  DYNAMIC HT  -          76.503 (meters)     250.99  (feet)  COMP
 LU1272  MODELED GRAV-     980,064.5   (mgal)                       NAVD 88
 LU1272
 LU1272  VERT ORDER  -  FIRST     CLASS II
 LU1272
 LU1272.The horizontal coordinates were scaled from a topographic map and have
 LU1272.an estimated accuracy of +/- 6 seconds.
 LU1272.
 LU1272.The orthometric height was determined by differential leveling and
 LU1272.adjusted in December 1992.
 LU1272
 LU1272.The geoid height was determined by GEOID09.
 LU1272
 LU1272.The dynamic height is computed by dividing the NAVD 88
 LU1272.geopotential number by the normal gravity value computed on the
 LU1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1272.degrees latitude (g = 980.6199 gals.).
 LU1272
 LU1272.The modeled gravity was interpolated from observed gravity values.
 LU1272
 LU1272;                    North         East    Units  Estimated Accuracy
 LU1272;SPC CA 1     -   596,980.    1,849,530.      MT  (+/- 180 meters Scaled)
 LU1272
 LU1272                          SUPERSEDED SURVEY CONTROL
 LU1272
 LU1272  NAVD 88 (06/15/91)   76.553  (m)          251.16   (f) UNKNOWN     1 2
 LU1272  NGVD 29 (12/02/92)   75.623  (m)          248.11   (f) ADJUSTED    1 2
 LU1272
 LU1272.Superseded values are not recommended for survey control.
 LU1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1272.See file dsdata.txt to determine how the superseded data were derived.
 LU1272
 LU1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK346494(NAD 83)
 LU1272
 LU1272_MARKER: DB = BENCH MARK DISK
 LU1272_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1272_SP_SET: ABUTMENT
 LU1272_STAMPING: U 1084 1967
 LU1272_MARK LOGO: CGS   
 LU1272_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1272+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1272
 LU1272  HISTORY     - Date     Condition        Report By
 LU1272  HISTORY     - 1967     MONUMENTED       CGS
 LU1272  HISTORY     - 19880329 GOOD             NGS
 LU1272  HISTORY     - 19920729 GOOD             NGS
 LU1272
 LU1272                          STATION DESCRIPTION
 LU1272
 LU1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1272'5.6 MI S FROM MIRANDA.
 LU1272'5.6 MILES SOUTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1272'HIGH SCHOOL AT MIRANDA, AT CHIMNEY TREE, IN THE TOP AND 1.0 FOOT
 LU1272'NORTH OF THE SOUTH END OF THE WEST CONCRETE CURB OF BRIDGE 4.07
 LU1272'OVER OHMAN CREEK, 15 FEET WEST OF THE CENTER LINE OF THE AVENUE,
 LU1272'AND ABOUT LEVEL WITH THE AVENUE.
 LU1272
 LU1272                          STATION RECOVERY (1988)
 LU1272
 LU1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1272'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.5 KM (6.50
 LU1272'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1272'GARBERVILLE, THENCE 1.5 KM (0.95 MI) NORTHERLY ALONG THE AVENUE OF
 LU1272'THE GIANTS.
 LU1272
 LU1272                          STATION RECOVERY (1992)
 LU1272
 LU1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1272'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1272'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1272'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1272'101, THENCE 1.4 KM (0.85 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1272'GIANTS, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE
 LU1272'WEST CONCRETE ABUTMENT CURB OF A BRIDGE SPANNING OHMAN CREEK, AT AN
 LU1272'AREA KNOWN LOCALLY AS CHIMNEY TREE, AND 4.6 M (15.1 FT) WEST OF AND
 LU1272'LEVEL WITH THE AVENUE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1480 ***********************************************************************
 LU1480  DESIGNATION -  U 1085
 LU1480  PID         -  LU1480
 LU1480  STATE/COUNTY-  CA/HUMBOLDT
 LU1480  USGS QUAD   -  WEOTT (1969)
 LU1480
 LU1480                         *CURRENT SURVEY CONTROL
 LU1480  ___________________________________________________________________
 LU1480* NAD 83(1986)-  40 21 19.     (N)    123 55 30.     (W)     SCALED    
 LU1480* NAVD 88     -        60.20   (+/-2cm)     197.5    (feet)  VERTCON   
 LU1480  ___________________________________________________________________
 LU1480  GEOID HEIGHT-         -30.51  (meters)                     GEOID09
 LU1480  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1480
 LU1480.The horizontal coordinates were scaled from a topographic map and have
 LU1480.an estimated accuracy of +/- 6 seconds.
 LU1480.
 LU1480.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1480
 LU1480.The vertical order pertains to the NGVD 29 superseded value.
 LU1480
 LU1480.The geoid height was determined by GEOID09.
 LU1480
 LU1480;                    North         East    Units  Estimated Accuracy
 LU1480;SPC CA 1     -   615,270.    1,836,500.      MT  (+/- 180 meters Scaled)
 LU1480
 LU1480                          SUPERSEDED SURVEY CONTROL
 LU1480
 LU1480  NGVD 29 (??/??/92)   59.253  (m)          194.40   (f) ADJ UNCH    1 2
 LU1480
 LU1480.Superseded values are not recommended for survey control.
 LU1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1480.See file dsdata.txt to determine how the superseded data were derived.
 LU1480
 LU1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK214676(NAD 83)
 LU1480
 LU1480_MARKER: DB = BENCH MARK DISK
 LU1480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1480_SP_SET: BRIDGE
 LU1480_STAMPING: U 1085 1967
 LU1480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1480
 LU1480  HISTORY     - Date     Condition        Report By
 LU1480  HISTORY     - 1967     MONUMENTED       CGS
 LU1480  HISTORY     - 19870722 GOOD             USPSQD
 LU1480  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LU1480
 LU1480                          STATION DESCRIPTION
 LU1480
 LU1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1480'8 MI N FROM MYERS FLAT.
 LU1480'7.95 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1480'OVERPASS AT MYERS FLAT, IN THE TOP OF THE NORTH END OF THE EAST
 LU1480'CONCRETE CURB OF BRIDGE NO. 4-76 OVER SOUTH FORK EEL RIVER, 27
 LU1480'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.5 FEET SOUTH OF
 LU1480'THE NORTH END OF THE CURB, 0.8 FOOT WEST OF THE GUARDRAIL, AND
 LU1480'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 LU1480
 LU1480                          STATION RECOVERY (1987)
 LU1480
 LU1480'RECOVERY NOTE BY US POWER SQUADRON 1987 (JRM)
 LU1480'RECOVERED IN GOOD CONDITION.
 LU1480
 LU1480                          STATION RECOVERY (1988)
 LU1480
 LU1480'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1480'THERE IS A NEW GUARDRAIL ON THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0230 ***********************************************************************
 LV0230  DESIGNATION -  U 1086
 LV0230  PID         -  LV0230
 LV0230  STATE/COUNTY-  CA/HUMBOLDT
 LV0230  USGS QUAD   -  FORTUNA (1972)
 LV0230
 LV0230                         *CURRENT SURVEY CONTROL
 LV0230  ___________________________________________________________________
 LV0230* NAD 83(1986)-  40 32 04.     (N)    124 08 59.     (W)     SCALED    
 LV0230* NAVD 88     -        20.80   (+/-2cm)      68.2    (feet)  VERTCON   
 LV0230  ___________________________________________________________________
 LV0230  GEOID HEIGHT-         -30.99  (meters)                     GEOID09
 LV0230  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0230
 LV0230.The horizontal coordinates were scaled from a topographic map and have
 LV0230.an estimated accuracy of +/- 6 seconds.
 LV0230.
 LV0230.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0230
 LV0230.The vertical order pertains to the NGVD 29 superseded value.
 LV0230
 LV0230.The geoid height was determined by GEOID09.
 LV0230
 LV0230;                    North         East    Units  Estimated Accuracy
 LV0230;SPC CA 1     -   635,600.    1,817,900.      MT  (+/- 180 meters Scaled)
 LV0230
 LV0230                          SUPERSEDED SURVEY CONTROL
 LV0230
 LV0230  NGVD 29 (??/??/??)   19.825  (m)           65.04   (f) ADJUSTED    1 2
 LV0230
 LV0230.Superseded values are not recommended for survey control.
 LV0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0230.See file dsdata.txt to determine how the superseded data were derived.
 LV0230
 LV0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK026877(NAD 83)
 LV0230
 LV0230_MARKER: DD = SURVEY DISK
 LV0230_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0230_SP_SET: BASIN
 LV0230_STAMPING: U 1086
 LV0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0230
 LV0230  HISTORY     - Date     Condition        Report By
 LV0230  HISTORY     - UNK      MONUMENTED       CADH
 LV0230  HISTORY     - 1967     GOOD             CGS
 LV0230  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0230
 LV0230                          STATION DESCRIPTION
 LV0230
 LV0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0230'4 MI N FROM RIO DELL.
 LV0230'3.95 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0230'RIO DELL, IN THE TOP OF THE SOUTH CORNER OF THE CONCRETE
 LV0230'WALL OF 4- BY 4-FOOT CONCRETE CATCH BASIN 56.60, BETWEEN THE
 LV0230'LANES OF THE HIGHWAY, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LV0230'NORTHWEST LANES, 22 FEET NORTHWEST OF THE CENTER LINE OF THE
 LV0230'SOUTHEAST LANES, AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0230
 LV0230                          STATION RECOVERY (1988)
 LV0230
 LV0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0230'THERE IS A NEW CATCH BASIN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0274 ***********************************************************************
 LV0274  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0274  DESIGNATION -  U 1087
 LV0274  PID         -  LV0274
 LV0274  STATE/COUNTY-  CA/HUMBOLDT
 LV0274  USGS QUAD   -  EUREKA (1972)
 LV0274
 LV0274                         *CURRENT SURVEY CONTROL
 LV0274  ___________________________________________________________________
 LV0274* NAD 83(1986)-  40 46 31.     (N)    124 11 25.     (W)     SCALED    
 LV0274* NAVD 88     -         5.89   (+/-2cm)      19.3    (feet)  VERTCON   
 LV0274  ___________________________________________________________________
 LV0274  GEOID HEIGHT-         -30.78  (meters)                     GEOID09
 LV0274  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0274
 LV0274.The horizontal coordinates were scaled from a topographic map and have
 LV0274.an estimated accuracy of +/- 6 seconds.
 LV0274.
 LV0274.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0274
 LV0274.The vertical order pertains to the NGVD 29 superseded value.
 LV0274
 LV0274.This Tidal Bench Mark is designated as VM 8727
 LV0274.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0274
 LV0274.The geoid height was determined by GEOID09.
 LV0274
 LV0274;                    North         East    Units  Estimated Accuracy
 LV0274;SPC CA 1     -   662,420.    1,815,140.      MT  (+/- 180 meters Scaled)
 LV0274
 LV0274                          SUPERSEDED SURVEY CONTROL
 LV0274
 LV0274  NGVD 29 (??/??/??)    4.876  (m)           16.00   (f) ADJUSTED    1 2
 LV0274
 LV0274.Superseded values are not recommended for survey control.
 LV0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0274.See file dsdata.txt to determine how the superseded data were derived.
 LV0274
 LV0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL995144(NAD 83)
 LV0274
 LV0274_MARKER: DB = BENCH MARK DISK
 LV0274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0274_SP_SET: CULVERT
 LV0274_STAMPING: U 1087 1967
 LV0274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0274
 LV0274  HISTORY     - Date     Condition        Report By
 LV0274  HISTORY     - 1967     MONUMENTED       CGS
 LV0274  HISTORY     - 1971     GOOD
 LV0274  HISTORY     - 1982     GOOD             CADT
 LV0274  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0274
 LV0274                          STATION DESCRIPTION
 LV0274
 LV0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0274'AT EUREKA.
 LV0274'AT EUREKA, 0.55 MILE NORTH OF BENCH MARK T 1087, NEAR THE SOUTH
 LV0274'CITY LIMITS, 180 FEET NORTH OF THE JUNCTION OF BROADWAY (U.S.
 LV0274'HIGHWAY 101) AND TRUESDALE AVENUE, IN THE TOP AND 0.6 FOOT NORTH
 LV0274'OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF 24-INCH PIPE
 LV0274'CULVERT 76.03, 25 FEET EAST OF THE CENTER LINE OF THE EAST LANES
 LV0274'OF THE HIGHWAY, AT A CUT BANK, AND ABOUT 1 FOOT LOWER THAN THE
 LV0274'HIGHWAY.
 LV0274
 LV0274                          STATION RECOVERY (1971)
 LV0274
 LV0274'RECOVERED 1971
 LV0274'RECOVERED IN GOOD CONDITION.
 LV0274
 LV0274                          STATION RECOVERY (1982)
 LV0274
 LV0274'RECOVERY NOTE BY CALTRANS 1982
 LV0274'RECOVERED IN GOOD CONDITION.
 LV0274
 LV0274                          STATION RECOVERY (1988)
 LV0274
 LV0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0274'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0159 ***********************************************************************
 LV0159  DESIGNATION -  U 1088
 LV0159  PID         -  LV0159
 LV0159  STATE/COUNTY-  CA/HUMBOLDT
 LV0159  USGS QUAD   -  TRINIDAD (1978)
 LV0159
 LV0159                         *CURRENT SURVEY CONTROL
 LV0159  ___________________________________________________________________
 LV0159* NAD 83(1986)-  41 06 45.     (N)    124 09 21.     (W)     SCALED    
 LV0159* NAVD 88     -        84.184  (meters)     276.19   (feet)  ADJUSTED  
 LV0159  ___________________________________________________________________
 LV0159  GEOID HEIGHT-         -30.02  (meters)                     GEOID09
 LV0159  DYNAMIC HT  -          84.150 (meters)     276.08  (feet)  COMP
 LV0159  MODELED GRAV-     980,221.5   (mgal)                       NAVD 88
 LV0159
 LV0159  VERT ORDER  -  FIRST     CLASS II
 LV0159
 LV0159.The horizontal coordinates were scaled from a topographic map and have
 LV0159.an estimated accuracy of +/- 6 seconds.
 LV0159.
 LV0159.The orthometric height was determined by differential leveling and
 LV0159.adjusted in June 1991.
 LV0159
 LV0159.The geoid height was determined by GEOID09.
 LV0159
 LV0159.The dynamic height is computed by dividing the NAVD 88
 LV0159.geopotential number by the normal gravity value computed on the
 LV0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0159.degrees latitude (g = 980.6199 gals.).
 LV0159
 LV0159.The modeled gravity was interpolated from observed gravity values.
 LV0159
 LV0159;                    North         East    Units  Estimated Accuracy
 LV0159;SPC CA 1     -   699,780.    1,818,960.      MT  (+/- 180 meters Scaled)
 LV0159
 LV0159                          SUPERSEDED SURVEY CONTROL
 LV0159
 LV0159  NGVD 29 (??/??/??)   83.152  (m)          272.81   (f) ADJUSTED    1 2
 LV0159
 LV0159.Superseded values are not recommended for survey control.
 LV0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0159.See file dsdata.txt to determine how the superseded data were derived.
 LV0159
 LV0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL029518(NAD 83)
 LV0159
 LV0159_MARKER: DB = BENCH MARK DISK
 LV0159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0159_SP_SET: CULVERT
 LV0159_STAMPING: U 1088 1967
 LV0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0159+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2006
 LV0159
 LV0159  HISTORY     - Date     Condition        Report By
 LV0159  HISTORY     - 1967     MONUMENTED       CGS
 LV0159  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0159  HISTORY     - 20060223 GOOD             GEOCAC
 LV0159
 LV0159                          STATION DESCRIPTION
 LV0159
 LV0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0159'3.7 MI N FROM TRINIDAD.
 LV0159'3.7 MILES NORTH ALONG U.S. HIGHWAY 101 FROM TRINIDAD UNDERPASS
 LV0159'AT TRINIDAD, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE
 LV0159'HEAD WALL OF CULVERT 104.55, 195 FEET SOUTH OF THE CENTER OF THE
 LV0159'JUNCTION OF A DIRT ROAD EAST, 19 FEET EAST OF THE CENTER LINE
 LV0159'OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 LV0159
 LV0159                          STATION RECOVERY (1988)
 LV0159
 LV0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0159'THERE IS A NEW CULVERT AT THIS LOCATION.
 LV0159
 LV0159                          STATION RECOVERY (2006)
 LV0159
 LV0159'RECOVERY NOTE BY GEOCACHING 2006 (DH)
 LV0159'FOUND AS DESCRIBED IN 1967.
 LV0159' 
 LV0159' 
 LV0159'COORDINATES FROM A HAND-HELD GPS UNIT ARE (NAD 83) N 41 6
 LV0159' 
 LV0159' 
 LV0159'45.4 W 124 9 23.5
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0069 ***********************************************************************
 LV0069  DESIGNATION -  U 1090
 LV0069  PID         -  LV0069
 LV0069  STATE/COUNTY-  CA/DEL NORTE
 LV0069  USGS QUAD   -  REQUA (1966)
 LV0069
 LV0069                         *CURRENT SURVEY CONTROL
 LV0069  ___________________________________________________________________
 LV0069* NAD 83(1986)-  41 36 45.     (N)    124 06 20.     (W)     SCALED    
 LV0069* NAVD 88     -        84.133  (meters)     276.03   (feet)  ADJUSTED  
 LV0069  ___________________________________________________________________
 LV0069  GEOID HEIGHT-         -28.72  (meters)                     GEOID09
 LV0069  DYNAMIC HT  -          84.102 (meters)     275.92  (feet)  COMP
 LV0069  MODELED GRAV-     980,254.7   (mgal)                       NAVD 88
 LV0069
 LV0069  VERT ORDER  -  FIRST     CLASS II
 LV0069
 LV0069.The horizontal coordinates were scaled from a topographic map and have
 LV0069.an estimated accuracy of +/- 6 seconds.
 LV0069.
 LV0069.The orthometric height was determined by differential leveling and
 LV0069.adjusted in June 1991.
 LV0069
 LV0069.The geoid height was determined by GEOID09.
 LV0069
 LV0069.The dynamic height is computed by dividing the NAVD 88
 LV0069.geopotential number by the normal gravity value computed on the
 LV0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0069.degrees latitude (g = 980.6199 gals.).
 LV0069
 LV0069.The modeled gravity was interpolated from observed gravity values.
 LV0069
 LV0069;                    North         East    Units  Estimated Accuracy
 LV0069;SPC CA 1     -   755,190.    1,824,520.      MT  (+/- 180 meters Scaled)
 LV0069
 LV0069                          SUPERSEDED SURVEY CONTROL
 LV0069
 LV0069  NGVD 29 (??/??/??)   83.106  (m)          272.66   (f) ADJUSTED    1 2
 LV0069
 LV0069.Superseded values are not recommended for survey control.
 LV0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0069.See file dsdata.txt to determine how the superseded data were derived.
 LV0069
 LV0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM078073(NAD 83)
 LV0069
 LV0069_MARKER: DB = BENCH MARK DISK
 LV0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0069_SP_SET: CATCH BASIN
 LV0069_STAMPING: U 1090 1967
 LV0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0069
 LV0069  HISTORY     - Date     Condition        Report By
 LV0069  HISTORY     - 1967     MONUMENTED       CGS
 LV0069  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0069
 LV0069                          STATION DESCRIPTION
 LV0069
 LV0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0069'12.8 MI S FROM CRESCENT CITY.
 LV0069'12.85 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0069'OF FRONT STREET AT CRESCENT CITY, 0.05 MILE SOUTH OF THE JUNCTION
 LV0069'OF AN ASPHALT ROAD WEST, IN THE TOP OF THE NORTH CONCRETE WALL
 LV0069'OF 3- BY 4-FOOT CONCRETE CATCH BASIN 13.31, 34 FEET WEST OF THE
 LV0069'CENTER LINE OF THE HIGHWAY, 5 FEET NORTH OF A SPEEDLIMIT 35 MILES
 LV0069'SIGN, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 LV0069
 LV0069                          STATION RECOVERY (1988)
 LV0069
 LV0069'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0069'THERE IS A PAVED PARKING AREA AND NEW STORM DRAIN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0340 ***********************************************************************
 LV0340  DESIGNATION -  U 1091
 LV0340  PID         -  LV0340
 LV0340  STATE/COUNTY-  CA/HUMBOLDT
 LV0340  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0340
 LV0340                         *CURRENT SURVEY CONTROL
 LV0340  ___________________________________________________________________
 LV0340* NAD 83(1986)-  40 51 57.     (N)    124 05 32.     (W)     SCALED    
 LV0340* NAVD 88     -         5.586  (meters)      18.33   (feet)  ADJUSTED  
 LV0340  ___________________________________________________________________
 LV0340  GEOID HEIGHT-         -30.25  (meters)                     GEOID09
 LV0340  DYNAMIC HT  -           5.584 (meters)      18.32  (feet)  COMP
 LV0340  MODELED GRAV-     980,208.3   (mgal)                       NAVD 88
 LV0340
 LV0340  VERT ORDER  -  FIRST     CLASS II
 LV0340
 LV0340.The horizontal coordinates were scaled from a topographic map and have
 LV0340.an estimated accuracy of +/- 6 seconds.
 LV0340.
 LV0340.The orthometric height was determined by differential leveling and
 LV0340.adjusted in June 1991.
 LV0340
 LV0340.The geoid height was determined by GEOID09.
 LV0340
 LV0340.The dynamic height is computed by dividing the NAVD 88
 LV0340.geopotential number by the normal gravity value computed on the
 LV0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0340.degrees latitude (g = 980.6199 gals.).
 LV0340
 LV0340.The modeled gravity was interpolated from observed gravity values.
 LV0340
 LV0340;                    North         East    Units  Estimated Accuracy
 LV0340;SPC CA 1     -   672,270.    1,823,650.      MT  (+/- 180 meters Scaled)
 LV0340
 LV0340                          SUPERSEDED SURVEY CONTROL
 LV0340
 LV0340  NGVD 29 (12/02/92)    4.563  (m)           14.97   (f) ADJUSTED    1 2
 LV0340
 LV0340.Superseded values are not recommended for survey control.
 LV0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0340.See file dsdata.txt to determine how the superseded data were derived.
 LV0340
 LV0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL079244(NAD 83)
 LV0340
 LV0340_MARKER: DB = BENCH MARK DISK
 LV0340_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LV0340+WITH SETTING: PAVEMENT
 LV0340_SP_SET: LOADING PLATFORM
 LV0340_STAMPING: U 1091 1967
 LV0340_MARK LOGO: CGS   
 LV0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0340+STABILITY: SURFACE MOTION
 LV0340
 LV0340  HISTORY     - Date     Condition        Report By
 LV0340  HISTORY     - 1967     MONUMENTED       CGS
 LV0340  HISTORY     - 19880216 GOOD             NGS
 LV0340
 LV0340                          STATION DESCRIPTION
 LV0340
 LV0340'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0340'AT ARCATA.
 LV0340'AT ARCATA, 0.2 MILE WEST ALONG SAMOA ROAD (4TH STREET) FROM THE
 LV0340'INTERSECTION OF H STREET, AT THE CROSSING OF THE NORTHWESTERN
 LV0340'PACIFIC RAILROAD, IN THE TOP OF THE NORTHWEST CORNER OF A
 LV0340'LOADING PLATFORM, 33 FEET SOUTH OF THE CENTER LINE OF THE
 LV0340'SOUTH LANES OF THE ROAD, 64 FEET EAST OF THE EAST RAIL OF THE
 LV0340'MAIN TRACK, AND ABOUT 3 1/2 FEET HIGHER THAN THE ROAD.
 LV0340
 LV0340                          STATION RECOVERY (1988)
 LV0340
 LV0340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0340'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  0.9 KM (0.55
 LV0340'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE JUNCTION OF U.S.
 LV0340'HIGHWAY 101 IN ARCATA.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0196 ***********************************************************************
 LV0196  DESIGNATION -  U 648
 LV0196  PID         -  LV0196
 LV0196  STATE/COUNTY-  CA/HUMBOLDT
 LV0196  USGS QUAD   -  ORICK (1975)
 LV0196
 LV0196                         *CURRENT SURVEY CONTROL
 LV0196  ___________________________________________________________________
 LV0196* NAD 83(1986)-  41 21 53.     (N)    124 01 11.     (W)     SCALED    
 LV0196* NAVD 88     -        48.393  (meters)     158.77   (feet)  ADJUSTED  
 LV0196  ___________________________________________________________________
 LV0196  GEOID HEIGHT-         -29.01  (meters)                     GEOID09
 LV0196  DYNAMIC HT  -          48.374 (meters)     158.71  (feet)  COMP
 LV0196  MODELED GRAV-     980,225.6   (mgal)                       NAVD 88
 LV0196
 LV0196  VERT ORDER  -  FIRST     CLASS II
 LV0196
 LV0196.The horizontal coordinates were scaled from a topographic map and have
 LV0196.an estimated accuracy of +/- 6 seconds.
 LV0196.
 LV0196.The orthometric height was determined by differential leveling and
 LV0196.adjusted in June 1991.
 LV0196
 LV0196.The geoid height was determined by GEOID09.
 LV0196
 LV0196.The dynamic height is computed by dividing the NAVD 88
 LV0196.geopotential number by the normal gravity value computed on the
 LV0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0196.degrees latitude (g = 980.6199 gals.).
 LV0196
 LV0196.The modeled gravity was interpolated from observed gravity values.
 LV0196
 LV0196;                    North         East    Units  Estimated Accuracy
 LV0196;SPC CA 1     -   727,510.    1,831,040.      MT  (+/- 180 meters Scaled)
 LV0196
 LV0196                          SUPERSEDED SURVEY CONTROL
 LV0196
 LV0196  NGVD 29 (12/02/92)   47.350  (m)          155.35   (f) ADJUSTED    1 2
 LV0196
 LV0196.Superseded values are not recommended for survey control.
 LV0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0196.See file dsdata.txt to determine how the superseded data were derived.
 LV0196
 LV0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL147797(NAD 83)
 LV0196
 LV0196_MARKER: DB = BENCH MARK DISK
 LV0196_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0196_SP_SET: HEADWALL
 LV0196_STAMPING: U 648 1942
 LV0196_MARK LOGO: CGS   
 LV0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0196+STABILITY: SURFACE MOTION
 LV0196
 LV0196  HISTORY     - Date     Condition        Report By
 LV0196  HISTORY     - 1942     MONUMENTED       CGS
 LV0196  HISTORY     - 1967     GOOD             CGS
 LV0196  HISTORY     - 1979     GOOD             CADT
 LV0196  HISTORY     - 1988     GOOD             NGS
 LV0196
 LV0196                          STATION DESCRIPTION
 LV0196
 LV0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0196'6 MI N FROM ORICK.
 LV0196'6.0 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0196'ORICK, 0.05 MILE NORTH OF THE CROSSING OF BOYES CREEK, IN THE
 LV0196'TOP OF THE SOUTHEAST CONCRETE HEAD WALL OF 2- BY 3-FOOT CONCRETE
 LV0196'BOX CULVERT 127.31, 18 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LV0196'HIGHWAY, 27 FEET NORTHEAST OF THE CENTER LINE OF A TRAIL EAST TO
 LV0196'A PARK, 3.0 FEET SOUTHWEST OF THE NORTHEAST END OF THE HEAD WALL,
 LV0196'AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 LV0196
 LV0196                          STATION RECOVERY (1979)
 LV0196
 LV0196'RECOVERY NOTE BY CALTRANS 1979
 LV0196'RECOVERED IN GOOD CONDITION.
 LV0196
 LV0196                          STATION RECOVERY (1988)
 LV0196
 LV0196'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0077 ***********************************************************************
 LV0077  DESIGNATION -  U 73
 LV0077  PID         -  LV0077
 LV0077  STATE/COUNTY-  CA/DEL NORTE
 LV0077  USGS QUAD   -  CHILDS HILL (1975)
 LV0077
 LV0077                         *CURRENT SURVEY CONTROL
 LV0077  ___________________________________________________________________
 LV0077* NAD 83(1986)-  41 38 44.     (N)    124 07 03.     (W)     SCALED    
 LV0077* NAVD 88     -       254.463  (meters)     834.85   (feet)  ADJUSTED  
 LV0077  ___________________________________________________________________
 LV0077  GEOID HEIGHT-         -28.64  (meters)                     GEOID09
 LV0077  DYNAMIC HT  -         254.362 (meters)     834.52  (feet)  COMP
 LV0077  MODELED GRAV-     980,217.9   (mgal)                       NAVD 88
 LV0077
 LV0077  VERT ORDER  -  FIRST     CLASS II
 LV0077
 LV0077.The horizontal coordinates were scaled from a topographic map and have
 LV0077.an estimated accuracy of +/- 6 seconds.
 LV0077.
 LV0077.The orthometric height was determined by differential leveling and
 LV0077.adjusted in June 1991.
 LV0077
 LV0077.WARNING-Repeat measurements at this control monument indicate possible
 LV0077.vertical movement.
 LV0077
 LV0077.The geoid height was determined by GEOID09.
 LV0077
 LV0077.The dynamic height is computed by dividing the NAVD 88
 LV0077.geopotential number by the normal gravity value computed on the
 LV0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0077.degrees latitude (g = 980.6199 gals.).
 LV0077
 LV0077.The modeled gravity was interpolated from observed gravity values.
 LV0077
 LV0077;                    North         East    Units  Estimated Accuracy
 LV0077;SPC CA 1     -   758,890.    1,823,610.      MT  (+/- 180 meters Scaled)
 LV0077
 LV0077                          SUPERSEDED SURVEY CONTROL
 LV0077
 LV0077  NGVD 29 (12/02/92)  253.469  (m)          831.59   (f) ADJUSTED    1 2
 LV0077
 LV0077.Superseded values are not recommended for survey control.
 LV0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0077.See file dsdata.txt to determine how the superseded data were derived.
 LV0077
 LV0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM069110(NAD 83)
 LV0077
 LV0077_MARKER: DB = BENCH MARK DISK
 LV0077_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0077_SP_SET: HEADWALL
 LV0077_STAMPING: U 73 1930 831.055
 LV0077_MARK LOGO: CGS   
 LV0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0077+STABILITY: SURFACE MOTION
 LV0077
 LV0077  HISTORY     - Date     Condition        Report By
 LV0077  HISTORY     - 1930     MONUMENTED       CGS
 LV0077  HISTORY     - 1967     GOOD             CGS
 LV0077  HISTORY     - 1988     GOOD             NGS
 LV0077
 LV0077                          STATION DESCRIPTION
 LV0077
 LV0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0077'11 MI S FROM CRESCENT CITY.
 LV0077'10.75 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION OF
 LV0077'FRONT STREET AT CRESCENT CITY, THENCE 0.3 MILE NORTHWEST ALONG
 LV0077'FORMER U.S. HIGHWAY 101, ACROSS THE HIGHWAY FROM A 72-INCH REDWOOD
 LV0077'TREE, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 LV0077'HEAD WALL OF A CULVERT, 16 FEET NORTHEAST OF THE CENTER LINE OF
 LV0077'THE HIGHWAY, 12 FEET SOUTHEAST OF AN 8-INCH BIRCH TREE, 0.6 FOOT
 LV0077'EAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0077
 LV0077                          STATION RECOVERY (1988)
 LV0077
 LV0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1484 ***********************************************************************
 KT1484  DESIGNATION -  V 102
 KT1484  PID         -  KT1484
 KT1484  STATE/COUNTY-  CA/MENDOCINO
 KT1484  USGS QUAD   -  LEGGETT (1994)
 KT1484
 KT1484                         *CURRENT SURVEY CONTROL
 KT1484  ___________________________________________________________________
 KT1484* NAD 83(1986)-  39 49 33.     (N)    123 40 26.     (W)     SCALED    
 KT1484* NAVD 88     -       391.88   (+/-2cm)    1285.7    (feet)  VERTCON   
 KT1484  ___________________________________________________________________
 KT1484  GEOID HEIGHT-         -29.93  (meters)                     GEOID09
 KT1484  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1484
 KT1484.The horizontal coordinates were scaled from a topographic map and have
 KT1484.an estimated accuracy of +/- 6 seconds.
 KT1484.
 KT1484.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1484
 KT1484.The vertical order pertains to the NGVD 29 superseded value.
 KT1484
 KT1484.The geoid height was determined by GEOID09.
 KT1484
 KT1484;                    North         East    Units  Estimated Accuracy
 KT1484;SPC CA 2     -   741,010.    1,856,710.      MT  (+/- 180 meters Scaled)
 KT1484
 KT1484                          SUPERSEDED SURVEY CONTROL
 KT1484
 KT1484  NGVD 29 (??/??/92)  390.950  (m)         1282.64   (f) ADJ UNCH    1 2
 KT1484
 KT1484.Superseded values are not recommended for survey control.
 KT1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1484.See file dsdata.txt to determine how the superseded data were derived.
 KT1484
 KT1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK423086(NAD 83)
 KT1484
 KT1484_MARKER: DB = BENCH MARK DISK
 KT1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 KT1484_STAMPING: V 102 1931 1282.540
 KT1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1484+STABILITY: SURFACE MOTION
 KT1484
 KT1484  HISTORY     - Date     Condition        Report By
 KT1484  HISTORY     - 1931     MONUMENTED       CGS
 KT1484  HISTORY     - 1967     GOOD             CGS
 KT1484  HISTORY     - 1972     GOOD             USGS
 KT1484
 KT1484                          STATION DESCRIPTION
 KT1484
 KT1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1484'4.6 MI SE FROM LEGGETT.
 KT1484'4.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1484'AT LEGGETT, 0.1 MILE NORTHWEST OF A REALTY OFFICE BUILDING, ABOUT
 KT1484'MIDWAY BETWEEN CUT BANKS, 100 FEET SOUTHEAST OF CULVERT 87.62,
 KT1484'42 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 40 FEET
 KT1484'NORTH OF THE NORTHWEST END OF A CUT BANK, 0.9 FOOT SOUTHWEST OF
 KT1484'A CALIFORNIA STATE WITNESS POST MARKED BM, ABOUT 20 FEET HIGHER
 KT1484'THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST
 KT1484'PROJECTING 0.7 FOOT ABOVE THE GROUND.
 KT1484
 KT1484                          STATION RECOVERY (1972)
 KT1484
 KT1484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1484'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0888 ***********************************************************************
 KT0888  DESIGNATION -  V 1081
 KT0888  PID         -  KT0888
 KT0888  STATE/COUNTY-  CA/MENDOCINO
 KT0888  USGS QUAD   -  LAYTONVILLE (1994)
 KT0888
 KT0888                         *CURRENT SURVEY CONTROL
 KT0888  ___________________________________________________________________
 KT0888* NAD 83(1986)-  39 37 30.     (N)    123 27 50.     (W)     SCALED    
 KT0888* NAVD 88     -       515.26   (+/-2cm)    1690.5    (feet)  VERTCON   
 KT0888  ___________________________________________________________________
 KT0888  GEOID HEIGHT-         -29.57  (meters)                     GEOID09
 KT0888  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0888
 KT0888.The horizontal coordinates were scaled from a topographic map and have
 KT0888.an estimated accuracy of +/- 6 seconds.
 KT0888.
 KT0888.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0888
 KT0888.The vertical order pertains to the NGVD 29 superseded value.
 KT0888
 KT0888.The geoid height was determined by GEOID09.
 KT0888
 KT0888;                    North         East    Units  Estimated Accuracy
 KT0888;SPC CA 2     -   718,400.    1,874,320.      MT  (+/- 180 meters Scaled)
 KT0888
 KT0888                          SUPERSEDED SURVEY CONTROL
 KT0888
 KT0888  NGVD 29 (??/??/92)  514.322  (m)         1687.40   (f) ADJ UNCH    1 2
 KT0888
 KT0888.Superseded values are not recommended for survey control.
 KT0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0888.See file dsdata.txt to determine how the superseded data were derived.
 KT0888
 KT0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ601862(NAD 83)
 KT0888
 KT0888_MARKER: DB = BENCH MARK DISK
 KT0888_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT0888_SP_SET: BRIDGE
 KT0888_STAMPING: V 1081 1967
 KT0888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT0888
 KT0888  HISTORY     - Date     Condition        Report By
 KT0888  HISTORY     - 1967     MONUMENTED       CGS
 KT0888
 KT0888                          STATION DESCRIPTION
 KT0888
 KT0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0888'4.6 MI S FROM LAYTONVILLE.
 KT0888'4.6 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT0888'LAYTONVILLE, AT THE CREST OF A GRADE, IN THE TOP OF THE NORTHEAST
 KT0888'CONCRETE WING WALL OF BRIDGE 10.99 OVER LONG VALLEY CREEK, 30
 KT0888'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET
 KT0888'SOUTHWEST OF THE NORTHEAST END OF THE WING WALL, AND ABOUT
 KT0888'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1485 ***********************************************************************
 KT1485  DESIGNATION -  V 1082
 KT1485  PID         -  KT1485
 KT1485  STATE/COUNTY-  CA/MENDOCINO
 KT1485  USGS QUAD   -  LEGGETT (1994)
 KT1485
 KT1485                         *CURRENT SURVEY CONTROL
 KT1485  ___________________________________________________________________
 KT1485* NAD 83(1986)-  39 50 03.     (N)    123 40 40.     (W)     SCALED    
 KT1485* NAVD 88     -       383.47   (+/-2cm)    1258.1    (feet)  VERTCON   
 KT1485  ___________________________________________________________________
 KT1485  GEOID HEIGHT-         -29.94  (meters)                     GEOID09
 KT1485  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1485
 KT1485.The horizontal coordinates were scaled from a topographic map and have
 KT1485.an estimated accuracy of +/- 6 seconds.
 KT1485.
 KT1485.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1485
 KT1485.The vertical order pertains to the NGVD 29 superseded value.
 KT1485
 KT1485.The geoid height was determined by GEOID09.
 KT1485
 KT1485;                    North         East    Units  Estimated Accuracy
 KT1485;SPC CA 2     -   741,940.    1,856,390.      MT  (+/- 180 meters Scaled)
 KT1485
 KT1485                          SUPERSEDED SURVEY CONTROL
 KT1485
 KT1485  NGVD 29 (??/??/92)  382.545  (m)         1255.07   (f) ADJ UNCH    1 2
 KT1485
 KT1485.Superseded values are not recommended for survey control.
 KT1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1485.See file dsdata.txt to determine how the superseded data were derived.
 KT1485
 KT1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK420095(NAD 83)
 KT1485
 KT1485_MARKER: DB = BENCH MARK DISK
 KT1485_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1485_SP_SET: OVERPASS
 KT1485_STAMPING: V 1082 1967
 KT1485_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1485
 KT1485  HISTORY     - Date     Condition        Report By
 KT1485  HISTORY     - 1967     MONUMENTED       CGS
 KT1485  HISTORY     - 1972     GOOD             USGS
 KT1485
 KT1485                          STATION DESCRIPTION
 KT1485
 KT1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1485'3.9 MI SE FROM LEGGETT.
 KT1485'3.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1485'AT LEGGETT, ABOUT 0.1 MILE SOUTH OF THE CROSSING OF GRIZZLY
 KT1485'CREEK, AT THE CROSSING OF THE FREEWAY, IN THE NORTH END OF THE
 KT1485'NORTHEAST CONCRETE RETAINING WALL FOR AN OVERPASS, 18 FEET EAST
 KT1485'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 KT1485'HIGHWAY.
 KT1485
 KT1485                          STATION RECOVERY (1972)
 KT1485
 KT1485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1239 ***********************************************************************
 LU1239  DESIGNATION -  V 1083
 LU1239  PID         -  LU1239
 LU1239  STATE/COUNTY-  CA/MENDOCINO
 LU1239  USGS QUAD   -  GARBERVILLE (1970)
 LU1239
 LU1239                         *CURRENT SURVEY CONTROL
 LU1239  ___________________________________________________________________
 LU1239* NAD 83(1986)-  40 00 03.     (N)    123 47 13.     (W)     SCALED    
 LU1239* NAVD 88     -       145.708  (meters)     478.04   (feet)  ADJUSTED  
 LU1239  ___________________________________________________________________
 LU1239  GEOID HEIGHT-         -30.35  (meters)                     GEOID09
 LU1239  DYNAMIC HT  -         145.628 (meters)     477.78  (feet)  COMP
 LU1239  MODELED GRAV-     980,072.5   (mgal)                       NAVD 88
 LU1239
 LU1239  VERT ORDER  -  FIRST     CLASS II
 LU1239
 LU1239.The horizontal coordinates were scaled from a topographic map and have
 LU1239.an estimated accuracy of +/- 6 seconds.
 LU1239.
 LU1239.The orthometric height was determined by differential leveling and
 LU1239.adjusted in June 1991.
 LU1239
 LU1239.The geoid height was determined by GEOID09.
 LU1239
 LU1239.The dynamic height is computed by dividing the NAVD 88
 LU1239.geopotential number by the normal gravity value computed on the
 LU1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1239.degrees latitude (g = 980.6199 gals.).
 LU1239
 LU1239.The modeled gravity was interpolated from observed gravity values.
 LU1239
 LU1239;                    North         East    Units  Estimated Accuracy
 LU1239;SPC CA 2     -   760,620.    1,847,410.      MT  (+/- 180 meters Scaled)
 LU1239
 LU1239                          SUPERSEDED SURVEY CONTROL
 LU1239
 LU1239  NGVD 29 (12/02/92)  144.791  (m)          475.04   (f) ADJUSTED    1 2
 LU1239
 LU1239.Superseded values are not recommended for survey control.
 LU1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1239.See file dsdata.txt to determine how the superseded data were derived.
 LU1239
 LU1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK328281(NAD 83)
 LU1239
 LU1239_MARKER: DB = BENCH MARK DISK
 LU1239_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1239_SP_SET: ABUTMENT
 LU1239_STAMPING: V 1083 1967
 LU1239_MARK LOGO: CGS   
 LU1239_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1239_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1239+STABILITY: POSITION/ELEVATION WELL
 LU1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1239+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1239
 LU1239  HISTORY     - Date     Condition        Report By
 LU1239  HISTORY     - 1967     MONUMENTED       CGS
 LU1239  HISTORY     - 19880401 GOOD             NGS
 LU1239  HISTORY     - 19920729 GOOD             NGS
 LU1239
 LU1239                          STATION DESCRIPTION
 LU1239
 LU1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1239'2.2 MI N FROM PIERCY.
 LU1239'2.2 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1239'PIERCY, 0.1 MILE SOUTHWEST OF MENDOCINO-HUMBOLDT COUNTY LINE,
 LU1239'AT HIGHWAY MILEAGE 107.62, IN THE TOP AND 0.4 FOOT NORTHWEST
 LU1239'OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF STEEL
 LU1239'TRUSS BRIDGE 10-37, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LU1239'HIGHWAY, AND ABOUT 0.5 FOOT LOWER THAN THE HIGHWAY.
 LU1239
 LU1239                          STATION RECOVERY (1988)
 LU1239
 LU1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1239'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  14.2 KM (8.80
 LU1239'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1239'GARBERVILLE, THENCE 0.4 KM (0.25 MI) SOUTHWESTERLY ALONG STATE
 LU1239'HIGHWAY 271.
 LU1239
 LU1239                          STATION RECOVERY (1992)
 LU1239
 LU1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1239'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1239'OFFICE IN GARBERVILLE, THENCE 14.2 KM (8.80 MI) SOUTHERLY ALONG U.S.
 LU1239'HIGHWAY 101, THENCE 0.4 KM (0.25 MI) SOUTHWESTERLY ALONG STATE
 LU1239'HIGHWAY 271, IN TOP OF 0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST END
 LU1239'OF THE NORTHEAST CONCRETE ABUTMENT OF BRIDGE NUMBER 10-37, 0.2 KM
 LU1239'(0.10 MI) SOUTHWEST OF THE MENDOCINO-HUMBOLDT COUNTY LINE, AT
 LU1239'MILEPOST 107.62, AND 4.3 M (14.1 FT) SOUTHEAST OF AND LEVEL WITH THE
 LU1239'HIGHWAY CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1274 ***********************************************************************
 LU1274  DESIGNATION -  V 1084
 LU1274  PID         -  LU1274
 LU1274  STATE/COUNTY-  CA/HUMBOLDT
 LU1274  USGS QUAD   -  MIRANDA (1970)
 LU1274
 LU1274                         *CURRENT SURVEY CONTROL
 LU1274  ___________________________________________________________________
 LU1274* NAD 83(1986)-  40 12 12.     (N)    123 46 40.     (W)     SCALED    
 LU1274* NAVD 88     -        74.488  (meters)     244.38   (feet)  ADJUSTED  
 LU1274  ___________________________________________________________________
 LU1274  GEOID HEIGHT-         -30.36  (meters)                     GEOID09
 LU1274  DYNAMIC HT  -          74.447 (meters)     244.25  (feet)  COMP
 LU1274  MODELED GRAV-     980,084.9   (mgal)                       NAVD 88
 LU1274
 LU1274  VERT ORDER  -  FIRST     CLASS II
 LU1274
 LU1274.The horizontal coordinates were scaled from a topographic map and have
 LU1274.an estimated accuracy of +/- 6 seconds.
 LU1274.
 LU1274.The orthometric height was determined by differential leveling and
 LU1274.adjusted in December 1992.
 LU1274
 LU1274.The geoid height was determined by GEOID09.
 LU1274
 LU1274.The dynamic height is computed by dividing the NAVD 88
 LU1274.geopotential number by the normal gravity value computed on the
 LU1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1274.degrees latitude (g = 980.6199 gals.).
 LU1274
 LU1274.The modeled gravity was interpolated from observed gravity values.
 LU1274
 LU1274;                    North         East    Units  Estimated Accuracy
 LU1274;SPC CA 1     -   598,140.    1,848,660.      MT  (+/- 180 meters Scaled)
 LU1274
 LU1274                          SUPERSEDED SURVEY CONTROL
 LU1274
 LU1274  NAVD 88 (06/15/91)   74.493  (m)          244.40   (f) UNKNOWN     1 2
 LU1274  NGVD 29 (12/02/92)   73.565  (m)          241.35   (f) ADJUSTED    1 2
 LU1274
 LU1274.Superseded values are not recommended for survey control.
 LU1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1274.See file dsdata.txt to determine how the superseded data were derived.
 LU1274
 LU1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK338506(NAD 83)
 LU1274
 LU1274_MARKER: DB = BENCH MARK DISK
 LU1274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1274_SP_SET: CATCH BASIN
 LU1274_STAMPING: V 1084 1967
 LU1274_MARK LOGO: CGS   
 LU1274_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1274+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1274
 LU1274  HISTORY     - Date     Condition        Report By
 LU1274  HISTORY     - 1967     MONUMENTED       CGS
 LU1274  HISTORY     - 19880329 GOOD             NGS
 LU1274  HISTORY     - 19920729 GOOD             NGS
 LU1274
 LU1274                          STATION DESCRIPTION
 LU1274
 LU1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1274'4.6 MI S FROM MIRANDA.
 LU1274'4.6 MILES SOUTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1274'HIGH SCHOOL AT MIRANDA, IN THE TOP OF THE NORTH CORNER OF 3- BY
 LU1274'4-FOOT CONCRETE CATCH BASIN 1.88 WITH A STEEL GRATE, 18 FEET
 LU1274'NORTHEAST OF THE CENTER LINE OF THE AVENUE, AND ABOUT LEVEL WITH
 LU1274'THE AVENUE.
 LU1274
 LU1274                          STATION RECOVERY (1988)
 LU1274
 LU1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1274'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.5 KM (6.50
 LU1274'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1274'GARBERVILLE, THENCE 3.1 KM (1.95 MI) NORTHERLY ALONG THE AVENUE OF
 LU1274'THE GIANTS.
 LU1274
 LU1274                          STATION RECOVERY (1992)
 LU1274
 LU1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1274'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1274'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1274'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1274'101, THENCE 3.0 KM (1.85 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1274'GIANTS, NEAR THE NORTH CORNER OF A CONCRETE CATCH BASIN AT MILEPOST
 LU1274'1.88, AND 5.5 M (18.0 FT) NORTHEAST OF AND LEVEL WITH THE AVENUE
 LU1274'CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1481 ***********************************************************************
 LU1481  DESIGNATION -  V 1085
 LU1481  PID         -  LU1481
 LU1481  STATE/COUNTY-  CA/HUMBOLDT
 LU1481  USGS QUAD   -  WEOTT (1969)
 LU1481
 LU1481                         *CURRENT SURVEY CONTROL
 LU1481  ___________________________________________________________________
 LU1481* NAD 83(1986)-  40 22 04.     (N)    123 55 28.     (W)     SCALED    
 LU1481* NAVD 88     -        89.725  (meters)     294.37   (feet)  ADJUSTED  
 LU1481  ___________________________________________________________________
 LU1481  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 LU1481  DYNAMIC HT  -          89.679 (meters)     294.22  (feet)  COMP
 LU1481  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 LU1481
 LU1481  VERT ORDER  -  FIRST     CLASS II
 LU1481
 LU1481.The horizontal coordinates were scaled from a topographic map and have
 LU1481.an estimated accuracy of +/- 6 seconds.
 LU1481.
 LU1481.The orthometric height was determined by differential leveling and
 LU1481.adjusted in December 1992.
 LU1481
 LU1481.The geoid height was determined by GEOID09.
 LU1481
 LU1481.The dynamic height is computed by dividing the NAVD 88
 LU1481.geopotential number by the normal gravity value computed on the
 LU1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1481.degrees latitude (g = 980.6199 gals.).
 LU1481
 LU1481.The modeled gravity was interpolated from observed gravity values.
 LU1481
 LU1481;                    North         East    Units  Estimated Accuracy
 LU1481;SPC CA 1     -   616,660.    1,836,570.      MT  (+/- 180 meters Scaled)
 LU1481
 LU1481                          SUPERSEDED SURVEY CONTROL
 LU1481
 LU1481  NAVD 88 (06/15/91)   89.739  (m)          294.42   (f) UNKNOWN     1 2
 LU1481  NGVD 29 (12/02/92)   88.770  (m)          291.24   (f) ADJUSTED    1 2
 LU1481
 LU1481.Superseded values are not recommended for survey control.
 LU1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1481.See file dsdata.txt to determine how the superseded data were derived.
 LU1481
 LU1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK215689(NAD 83)
 LU1481
 LU1481_MARKER: DB = BENCH MARK DISK
 LU1481_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1481_SP_SET: HEADWALL
 LU1481_STAMPING: V 1085 1967
 LU1481_MARK LOGO: CGS   
 LU1481_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1481+STABILITY: SURFACE MOTION
 LU1481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1481+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LU1481
 LU1481  HISTORY     - Date     Condition        Report By
 LU1481  HISTORY     - 1967     MONUMENTED       CGS
 LU1481  HISTORY     - 19880324 GOOD             NGS
 LU1481  HISTORY     - 19920728 GOOD             NGS
 LU1481
 LU1481                          STATION DESCRIPTION
 LU1481
 LU1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1481'9 MI N FROM MYERS FLAT.
 LU1481'8.95 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1481'OVERPASS AT MYERS FLAT, IN THE TOP AND 1.0 FOOT NORTH OF THE
 LU1481'SOUTH END OF THE WEST CONCRETE HEAD WALL OF 36-INCH PIPE CULVERT
 LU1481'36.93, 35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 LU1481'ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 LU1481
 LU1481                          STATION RECOVERY (1988)
 LU1481
 LU1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1481'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  39.3 KM (24.40
 LU1481'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LU1481'FORTUNA, OR 39.9 KM (24.80 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM
 LU1481'THE POST OFFICE IN GARBERVILLE.
 LU1481
 LU1481                          STATION RECOVERY (1992)
 LU1481
 LU1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1481'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1481'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1481'REDWOOD DRIVE, THENCE 41.3 KM (25.65 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1481'101, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE WEST
 LU1481'CONCRETE HEADWALL OF A CULVERT AT MILEPOST 36.93, 10.7 M (35.1 FT)
 LU1481'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 1.0
 LU1481'M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0233 ***********************************************************************
 LV0233  DESIGNATION -  V 1086
 LV0233  PID         -  LV0233
 LV0233  STATE/COUNTY-  CA/HUMBOLDT
 LV0233  USGS QUAD   -  FORTUNA (1972)
 LV0233
 LV0233                         *CURRENT SURVEY CONTROL
 LV0233  ___________________________________________________________________
 LV0233* NAD 83(1986)-  40 33 12.     (N)    124 08 44.     (W)     SCALED    
 LV0233* NAVD 88     -        17.609  (meters)      57.77   (feet)  ADJUSTED  
 LV0233  ___________________________________________________________________
 LV0233  GEOID HEIGHT-         -30.98  (meters)                     GEOID09
 LV0233  DYNAMIC HT  -          17.600 (meters)      57.74  (feet)  COMP
 LV0233  MODELED GRAV-     980,155.0   (mgal)                       NAVD 88
 LV0233
 LV0233  VERT ORDER  -  FIRST     CLASS II
 LV0233
 LV0233.The horizontal coordinates were scaled from a topographic map and have
 LV0233.an estimated accuracy of +/- 6 seconds.
 LV0233.
 LV0233.The orthometric height was determined by differential leveling and
 LV0233.adjusted in December 1992.
 LV0233
 LV0233.The geoid height was determined by GEOID09.
 LV0233
 LV0233.The dynamic height is computed by dividing the NAVD 88
 LV0233.geopotential number by the normal gravity value computed on the
 LV0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0233.degrees latitude (g = 980.6199 gals.).
 LV0233
 LV0233.The modeled gravity was interpolated from observed gravity values.
 LV0233
 LV0233;                    North         East    Units  Estimated Accuracy
 LV0233;SPC CA 1     -   637,690.    1,818,310.      MT  (+/- 180 meters Scaled)
 LV0233
 LV0233                          SUPERSEDED SURVEY CONTROL
 LV0233
 LV0233  NAVD 88 (06/15/91)   17.641  (m)           57.88   (f) UNKNOWN     1 2
 LV0233  NGVD 29 (12/02/92)   16.628  (m)           54.55   (f) ADJUSTED    1 2
 LV0233
 LV0233.Superseded values are not recommended for survey control.
 LV0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0233.See file dsdata.txt to determine how the superseded data were derived.
 LV0233
 LV0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK030898(NAD 83)
 LV0233
 LV0233_MARKER: DB = BENCH MARK DISK
 LV0233_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0233_SP_SET: HEADWALL
 LV0233_STAMPING: V 1086 1967
 LV0233_MARK LOGO: CGS   
 LV0233_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0233+STABILITY: SURFACE MOTION
 LV0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0233+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0233
 LV0233  HISTORY     - Date     Condition        Report By
 LV0233  HISTORY     - 1967     MONUMENTED       CGS
 LV0233  HISTORY     - 19880224 GOOD             NGS
 LV0233  HISTORY     - 19920728 GOOD             NGS
 LV0233
 LV0233                          STATION DESCRIPTION
 LV0233
 LV0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0233'3.6 MI S FROM FORTUNA.
 LV0233'3.55 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM FORTUNA OVERPASS
 LV0233'AT FORTUNA, 0.3 MILE NORTH OF THE JUNCTION OF A ROAD EAST TO
 LV0233'ALTON, ACROSS THE HIGHWAY FROM HUMBOLDT DRIVE-IN THEATER, IN THE
 LV0233'TOP AND 0.8 FOOT SOUTH OF THE NORTH END OF THE EAST CONCRETE
 LV0233'HEAD WALL OF 24-INCH PIPE CULVERT 58.00, 31 FEET EAST OF THE CENTER
 LV0233'LINE OF THE EAST LANES OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN
 LV0233'THE HIGHWAY.
 LV0233
 LV0233                          STATION RECOVERY (1988)
 LV0233
 LV0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0233'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE
 LV0233'DRIVE-IN THEATER MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW HANSENS
 LV0233'TRUCK STOP.
 LV0233
 LV0233                          STATION RECOVERY (1992)
 LV0233
 LV0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0233'5.8 KM (3.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0233'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, IN
 LV0233'TOP OF AND 0.2 M (0.7 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE
 LV0233'HEADWALL OF A PIPE CULVERT AT MILEPOST 58.00, 0.5 KM (0.30 MI) NORTH
 LV0233'OF THE INTERSECTION OF STATE HIGHWAY 36, ACROSS THE HIGHWAY FROM
 LV0233'HANSENS TRUCK STOP, 9.4 M (30.8 FT) EAST OF THE CENTERLINE OF THE
 LV0233'NORTHBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 LV0233'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0276 ***********************************************************************
 LV0276  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0276  DESIGNATION -  V 1087
 LV0276  PID         -  LV0276
 LV0276  STATE/COUNTY-  CA/HUMBOLDT
 LV0276  USGS QUAD   -  EUREKA (1972)
 LV0276
 LV0276                         *CURRENT SURVEY CONTROL
 LV0276  ___________________________________________________________________
 LV0276* NAD 83(1986)-  40 47 07.     (N)    124 10 53.     (W)     SCALED    
 LV0276* NAVD 88     -         4.892  (meters)      16.05   (feet)  ADJUSTED  
 LV0276  ___________________________________________________________________
 LV0276  GEOID HEIGHT-         -30.73  (meters)                     GEOID09
 LV0276  DYNAMIC HT  -           4.889 (meters)      16.04  (feet)  COMP
 LV0276  MODELED GRAV-     980,206.4   (mgal)                       NAVD 88
 LV0276
 LV0276  VERT ORDER  -  FIRST     CLASS II
 LV0276
 LV0276.The horizontal coordinates were scaled from a topographic map and have
 LV0276.an estimated accuracy of +/- 6 seconds.
 LV0276.
 LV0276.The orthometric height was determined by differential leveling and
 LV0276.adjusted in June 1991.
 LV0276
 LV0276.This Tidal Bench Mark is designated as VM 17064
 LV0276.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0276
 LV0276.The geoid height was determined by GEOID09.
 LV0276
 LV0276.The dynamic height is computed by dividing the NAVD 88
 LV0276.geopotential number by the normal gravity value computed on the
 LV0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0276.degrees latitude (g = 980.6199 gals.).
 LV0276
 LV0276.The modeled gravity was interpolated from observed gravity values.
 LV0276
 LV0276;                    North         East    Units  Estimated Accuracy
 LV0276;SPC CA 1     -   663,510.    1,815,910.      MT  (+/- 180 meters Scaled)
 LV0276
 LV0276                          SUPERSEDED SURVEY CONTROL
 LV0276
 LV0276  NGVD 29 (12/02/92)    3.886  (m)           12.75   (f) ADJUSTED    1 2
 LV0276
 LV0276.Superseded values are not recommended for survey control.
 LV0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0276.See file dsdata.txt to determine how the superseded data were derived.
 LV0276
 LV0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL003155(NAD 83)
 LV0276
 LV0276_MARKER: DB = BENCH MARK DISK
 LV0276_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0276_SP_SET: HEADWALL
 LV0276_STAMPING: V 1087 1967
 LV0276_MARK LOGO: CGS   
 LV0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0276+STABILITY: SURFACE MOTION
 LV0276
 LV0276  HISTORY     - Date     Condition        Report By
 LV0276  HISTORY     - 1967     MONUMENTED       CGS
 LV0276  HISTORY     - 1971     GOOD
 LV0276  HISTORY     - 1982     GOOD             CADT
 LV0276  HISTORY     - 19880221 GOOD             NGS
 LV0276  HISTORY     - 20090123 MARK NOT FOUND   CADT
 LV0276
 LV0276                          STATION DESCRIPTION
 LV0276
 LV0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0276'AT EUREKA.
 LV0276'AT EUREKA, ALONG U.S. HIGHWAY 101 (BROADWAY), 0.1 MILE NORTH OF
 LV0276'THE JUNCTION OF VIGO STREET, IN THE TOP AND 1.0 FOOT SOUTH OF
 LV0276'THE NORTH END OF THE WEST CONCRETE HEAD WALL OF CULVERT 76.86, 27
 LV0276'FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE HIGHWAY, 51
 LV0276'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FAR WEST MOTEL
 LV0276'OFFICE BUILDING, 27 FEET NORTH OF LIGHT POLE 3185, 30 FEET SOUTH
 LV0276'OF THE CENTER LINE OF THE DRIVEWAY TO THE MOTEL, AND ABOUT LEVEL
 LV0276'WITH THE HIGHWAY.
 LV0276
 LV0276                          STATION RECOVERY (1971)
 LV0276
 LV0276'RECOVERED 1971
 LV0276'RECOVERED IN GOOD CONDITION.
 LV0276
 LV0276                          STATION RECOVERY (1982)
 LV0276
 LV0276'RECOVERY NOTE BY CALTRANS 1982
 LV0276'RECOVERED IN GOOD CONDITION.
 LV0276
 LV0276                          STATION RECOVERY (1988)
 LV0276
 LV0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0276'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE MOTEL
 LV0276'MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW THE SURF MOTEL.
 LV0276
 LV0276                          STATION RECOVERY (2009)
 LV0276
 LV0276'RECOVERY NOTE BY CALTRANS 2009 (REB)
 LV0276'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0123 ***********************************************************************
 LV0123  DESIGNATION -  V 1089
 LV0123  PID         -  LV0123
 LV0123  STATE/COUNTY-  CA/DEL NORTE
 LV0123  USGS QUAD   -  SISTER ROCKS (1966)
 LV0123
 LV0123                         *CURRENT SURVEY CONTROL
 LV0123  ___________________________________________________________________
 LV0123* NAD 83(1986)-  41 44 44.     (N)    124 12 00.     (W)     SCALED    
 LV0123* NAVD 88     -         2.159  (meters)       7.08   (feet)  ADJUSTED  
 LV0123  ___________________________________________________________________
 LV0123  GEOID HEIGHT-         -28.74  (meters)                     GEOID09
 LV0123  DYNAMIC HT  -           2.158 (meters)       7.08  (feet)  COMP
 LV0123  MODELED GRAV-     980,290.0   (mgal)                       NAVD 88
 LV0123
 LV0123  VERT ORDER  -  FIRST     CLASS II
 LV0123
 LV0123.The horizontal coordinates were scaled from a topographic map and have
 LV0123.an estimated accuracy of +/- 6 seconds.
 LV0123.
 LV0123.The orthometric height was determined by differential leveling and
 LV0123.adjusted in June 1991.
 LV0123
 LV0123.The geoid height was determined by GEOID09.
 LV0123
 LV0123.The dynamic height is computed by dividing the NAVD 88
 LV0123.geopotential number by the normal gravity value computed on the
 LV0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0123.degrees latitude (g = 980.6199 gals.).
 LV0123
 LV0123.The modeled gravity was interpolated from observed gravity values.
 LV0123
 LV0123;                    North         East    Units  Estimated Accuracy
 LV0123;SPC CA 1     -   770,160.    1,817,020.      MT  (+/- 180 meters Scaled)
 LV0123
 LV0123                          SUPERSEDED SURVEY CONTROL
 LV0123
 LV0123  NGVD 29 (??/??/??)    1.127  (m)            3.70   (f) ADJUSTED    1 2
 LV0123
 LV0123.Superseded values are not recommended for survey control.
 LV0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0123.See file dsdata.txt to determine how the superseded data were derived.
 LV0123
 LV0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM002222(NAD 83)
 LV0123
 LV0123_MARKER: DB = BENCH MARK DISK
 LV0123_SETTING: 66 = SET IN ROCK OUTCROP
 LV0123_SP_SET: ROCK OUTCROP
 LV0123_STAMPING: V 1089 1967
 LV0123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0123+STABILITY: POSITION/ELEVATION WELL
 LV0123
 LV0123  HISTORY     - Date     Condition        Report By
 LV0123  HISTORY     - 1967     MONUMENTED       CGS
 LV0123  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0123
 LV0123                          STATION DESCRIPTION
 LV0123
 LV0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0123'AT CRESCENT CITY.
 LV0123'AT CRESCENT CITY, 0.15 MILE SOUTHEAST ALONG A STREET FROM SEASIDE
 LV0123'HOSPITAL, AT BATTERY POINT, IN THE TOP OF A 15- BY 15-FOOT OUTCROP
 LV0123'WHICH PROJECTS ABOUT 3 1/2 FEET, ABOUT 60 YARDS SOUTH OF BENCH
 LV0123'MARK TIDAL 8, 75 YARDS WEST OF THE NORTH END OF A CONCRETE
 LV0123'BREAKWATER, 45 FEET EAST OF THE CENTER LINE OF A ROAD LEADING TO
 LV0123'A LIGHTHOUSE, NOTE-- THIS MARK WILL BE COVERED AT HIGH TIDE.
 LV0123
 LV0123                          STATION RECOVERY (1988)
 LV0123
 LV0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0123'THERE ARE SEVERAL OUTCROPS IN THE VICINITY THAT FIT THE DESCRIBED
 LV0123'LOCATION OF THIS MARK.  ALL WERE SEARCHED WITHOUT RECOVERING THE
 LV0123'MARK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0068 ***********************************************************************
 LV0068  DESIGNATION -  V 1090
 LV0068  PID         -  LV0068
 LV0068  STATE/COUNTY-  CA/DEL NORTE
 LV0068  USGS QUAD   -  REQUA (1966)
 LV0068
 LV0068                         *CURRENT SURVEY CONTROL
 LV0068  ___________________________________________________________________
 LV0068* NAD 83(1986)-  41 36 16.     (N)    124 06 03.     (W)     SCALED    
 LV0068* NAVD 88     -        22.620  (meters)      74.21   (feet)  ADJUSTED  
 LV0068  ___________________________________________________________________
 LV0068  GEOID HEIGHT-         -28.73  (meters)                     GEOID09
 LV0068  DYNAMIC HT  -          22.612 (meters)      74.19  (feet)  COMP
 LV0068  MODELED GRAV-     980,263.7   (mgal)                       NAVD 88
 LV0068
 LV0068  VERT ORDER  -  FIRST     CLASS II
 LV0068
 LV0068.The horizontal coordinates were scaled from a topographic map and have
 LV0068.an estimated accuracy of +/- 6 seconds.
 LV0068.
 LV0068.The orthometric height was determined by differential leveling and
 LV0068.adjusted in June 1991.
 LV0068
 LV0068.WARNING-Repeat measurements at this control monument indicate possible
 LV0068.vertical movement.
 LV0068
 LV0068.The geoid height was determined by GEOID09.
 LV0068
 LV0068.The dynamic height is computed by dividing the NAVD 88
 LV0068.geopotential number by the normal gravity value computed on the
 LV0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0068.degrees latitude (g = 980.6199 gals.).
 LV0068
 LV0068.The modeled gravity was interpolated from observed gravity values.
 LV0068
 LV0068;                    North         East    Units  Estimated Accuracy
 LV0068;SPC CA 1     -   754,290.    1,824,890.      MT  (+/- 180 meters Scaled)
 LV0068
 LV0068                          SUPERSEDED SURVEY CONTROL
 LV0068
 LV0068  NGVD 29 (12/02/92)   21.607  (m)           70.89   (f) ADJUSTED    1 2
 LV0068
 LV0068.Superseded values are not recommended for survey control.
 LV0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0068.See file dsdata.txt to determine how the superseded data were derived.
 LV0068
 LV0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM082064(NAD 83)
 LV0068
 LV0068_MARKER: DB = BENCH MARK DISK
 LV0068_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0068_SP_SET: BRIDGE CURB
 LV0068_STAMPING: V 1090 1967
 LV0068_MARK LOGO: CGS   
 LV0068_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0068
 LV0068  HISTORY     - Date     Condition        Report By
 LV0068  HISTORY     - 1967     MONUMENTED       CGS
 LV0068  HISTORY     - 1988     GOOD             NGS
 LV0068
 LV0068                          STATION DESCRIPTION
 LV0068
 LV0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0068'13.4 MI S FROM CRESCENT CITY.
 LV0068'13.45 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSEECTION OF
 LV0068'FRONT STREET AT CRESCENT CITY, AT HIGHWAY MILEAGE 12.69, IN THE
 LV0068'TOP AND 0.6 FOOT SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST
 LV0068'CONCRETE CURB OF BRIDGE 5.05 OVER WILSON CREEK, 30 FEET SOUTHWEST
 LV0068'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE
 LV0068'HIGHWAY.
 LV0068
 LV0068                          STATION RECOVERY (1988)
 LV0068
 LV0068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0341 ***********************************************************************
 LV0341  DESIGNATION -  V 1091
 LV0341  PID         -  LV0341
 LV0341  STATE/COUNTY-  CA/HUMBOLDT
 LV0341  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0341
 LV0341                         *CURRENT SURVEY CONTROL
 LV0341  ___________________________________________________________________
 LV0341* NAD 83(1986)-  40 52 04.     (N)    124 06 28.     (W)     SCALED    
 LV0341* NAVD 88     -         3.943  (meters)      12.94   (feet)  ADJUSTED  
 LV0341  ___________________________________________________________________
 LV0341  GEOID HEIGHT-         -30.33  (meters)                     GEOID09
 LV0341  DYNAMIC HT  -           3.941 (meters)      12.93  (feet)  COMP
 LV0341  MODELED GRAV-     980,208.4   (mgal)                       NAVD 88
 LV0341
 LV0341  VERT ORDER  -  FIRST     CLASS II
 LV0341
 LV0341.The horizontal coordinates were scaled from a topographic map and have
 LV0341.an estimated accuracy of +/- 6 seconds.
 LV0341.
 LV0341.The orthometric height was determined by differential leveling and
 LV0341.adjusted in June 1991.
 LV0341
 LV0341.The geoid height was determined by GEOID09.
 LV0341
 LV0341.The dynamic height is computed by dividing the NAVD 88
 LV0341.geopotential number by the normal gravity value computed on the
 LV0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0341.degrees latitude (g = 980.6199 gals.).
 LV0341
 LV0341.The modeled gravity was interpolated from observed gravity values.
 LV0341
 LV0341;                    North         East    Units  Estimated Accuracy
 LV0341;SPC CA 1     -   672,520.    1,822,340.      MT  (+/- 180 meters Scaled)
 LV0341
 LV0341                          SUPERSEDED SURVEY CONTROL
 LV0341
 LV0341  NGVD 29 (12/02/92)    2.920  (m)            9.58   (f) ADJUSTED    1 2
 LV0341
 LV0341.Superseded values are not recommended for survey control.
 LV0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0341.See file dsdata.txt to determine how the superseded data were derived.
 LV0341
 LV0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL066246(NAD 83)
 LV0341
 LV0341_MARKER: DB = BENCH MARK DISK
 LV0341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0341_SP_SET: CATCH BASIN
 LV0341_STAMPING: V 1091 1967
 LV0341_MARK LOGO: CGS   
 LV0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0341
 LV0341  HISTORY     - Date     Condition        Report By
 LV0341  HISTORY     - 1967     MONUMENTED       CGS
 LV0341  HISTORY     - 19880216 GOOD             NGS
 LV0341
 LV0341                          STATION DESCRIPTION
 LV0341
 LV0341'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0341'1 MI W FROM ARCATA.
 LV0341'1.0 MILE WEST ALONG SAMOA ROAD (4TH STREET) FROM THE INTERSECTION
 LV0341'OF H STREET AT ARCATA, AT THE INTERSECTION OF A PAVED ROAD,
 LV0341'IN THE TOP OF THE WEST CONCRETE WALL OF 3- BY 4-FOOT CONCRETE
 LV0341'CATCH BASIN M 61+50, BETWEEN THE LANES OF THE ROAD, 25 FEET
 LV0341'NORTH OF THE CENTER LINE OF THE SOUTH LANES, 18 FEET SOUTH OF THE
 LV0341'CENTER LINE OF THE NORTH LANES, 240 FEET WEST OF THE CENTER
 LV0341'LINE OF THE NORTH-SOUTH PAVED ROAD, AND ABOUT 1 FOOT LOWER THAN
 LV0341'THE ROAD.
 LV0341
 LV0341                          STATION RECOVERY (1988)
 LV0341
 LV0341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0341'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.2 KM (1.35
 LV0341'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE JUNCTION OF U.S.
 LV0341'HIGHWAY 101 IN ARCATA.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0201 ***********************************************************************
 LV0201  DESIGNATION -  V 647
 LV0201  PID         -  LV0201
 LV0201  STATE/COUNTY-  CA/HUMBOLDT
 LV0201  USGS QUAD   -  ORICK (1975)
 LV0201
 LV0201                         *CURRENT SURVEY CONTROL
 LV0201  ___________________________________________________________________
 LV0201* NAD 83(1986)-  41 19 22.     (N)    124 02 17.     (W)     SCALED    
 LV0201* NAVD 88     -        13.697  (meters)      44.94   (feet)  ADJUSTED  
 LV0201  ___________________________________________________________________
 LV0201  GEOID HEIGHT-         -29.16  (meters)                     GEOID09
 LV0201  DYNAMIC HT  -          13.692 (meters)      44.92  (feet)  COMP
 LV0201  MODELED GRAV-     980,241.0   (mgal)                       NAVD 88
 LV0201
 LV0201  VERT ORDER  -  FIRST     CLASS II
 LV0201
 LV0201.The horizontal coordinates were scaled from a topographic map and have
 LV0201.an estimated accuracy of +/- 6 seconds.
 LV0201.
 LV0201.The orthometric height was determined by differential leveling and
 LV0201.adjusted in June 1991.
 LV0201
 LV0201.WARNING-Repeat measurements at this control monument indicate possible
 LV0201.vertical movement.
 LV0201
 LV0201.The geoid height was determined by GEOID09.
 LV0201
 LV0201.The dynamic height is computed by dividing the NAVD 88
 LV0201.geopotential number by the normal gravity value computed on the
 LV0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0201.degrees latitude (g = 980.6199 gals.).
 LV0201
 LV0201.The modeled gravity was interpolated from observed gravity values.
 LV0201
 LV0201;                    North         East    Units  Estimated Accuracy
 LV0201;SPC CA 1     -   722,890.    1,829,390.      MT  (+/- 180 meters Scaled)
 LV0201
 LV0201                          SUPERSEDED SURVEY CONTROL
 LV0201
 LV0201  NGVD 29 (12/02/92)   12.653  (m)           41.51   (f) ADJUSTED    1 2
 LV0201
 LV0201.Superseded values are not recommended for survey control.
 LV0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0201.See file dsdata.txt to determine how the superseded data were derived.
 LV0201
 LV0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL131751(NAD 83)
 LV0201
 LV0201_MARKER: DB = BENCH MARK DISK
 LV0201_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0201_SP_SET: HEADWALL
 LV0201_STAMPING: V 647 1942
 LV0201_MARK LOGO: CGS   
 LV0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0201+STABILITY: SURFACE MOTION
 LV0201
 LV0201  HISTORY     - Date     Condition        Report By
 LV0201  HISTORY     - 1942     MONUMENTED       CGS
 LV0201  HISTORY     - 1967     GOOD             CGS
 LV0201  HISTORY     - 1988     GOOD             NGS
 LV0201
 LV0201                          STATION DESCRIPTION
 LV0201
 LV0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0201'2.6 MI N FROM ORICK.
 LV0201'2.65 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0201'ORICK, ABOUT 85 YARDS SOUTHWEST OF THE SOUTHWEST ENTRANCE TO VALLEY
 LV0201'GREEN ARCATA REDWOOD COMPANY, IN THE TOP AND 2.0 FEET NORTHEAST OF
 LV0201'THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF 4- BY 4-FOOT
 LV0201'CONCRETE BOX CULVERT 123.95, 18 FEET SOUTHEAST OF THE CENTER LINE
 LV0201'OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 LV0201
 LV0201                          STATION RECOVERY (1988)
 LV0201
 LV0201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0073 ***********************************************************************
 LV0073  DESIGNATION -  V 73 RESET
 LV0073  PID         -  LV0073
 LV0073  STATE/COUNTY-  CA/DEL NORTE
 LV0073  USGS QUAD   -  CHILDS HILL (1975)
 LV0073
 LV0073                         *CURRENT SURVEY CONTROL
 LV0073  ___________________________________________________________________
 LV0073* NAD 83(1986)-  41 37 35.     (N)    124 06 44.     (W)     SCALED    
 LV0073* NAVD 88     -       164.938  (meters)     541.13   (feet)  ADJUSTED  
 LV0073  ___________________________________________________________________
 LV0073  GEOID HEIGHT-         -28.69  (meters)                     GEOID09
 LV0073  DYNAMIC HT  -         164.875 (meters)     540.93  (feet)  COMP
 LV0073  MODELED GRAV-     980,236.5   (mgal)                       NAVD 88
 LV0073
 LV0073  VERT ORDER  -  FIRST     CLASS II
 LV0073
 LV0073.The horizontal coordinates were scaled from a topographic map and have
 LV0073.an estimated accuracy of +/- 6 seconds.
 LV0073.
 LV0073.The orthometric height was determined by differential leveling and
 LV0073.adjusted in June 1991.
 LV0073
 LV0073.The geoid height was determined by GEOID09.
 LV0073
 LV0073.The dynamic height is computed by dividing the NAVD 88
 LV0073.geopotential number by the normal gravity value computed on the
 LV0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0073.degrees latitude (g = 980.6199 gals.).
 LV0073
 LV0073.The modeled gravity was interpolated from observed gravity values.
 LV0073
 LV0073;                    North         East    Units  Estimated Accuracy
 LV0073;SPC CA 1     -   756,750.    1,824,000.      MT  (+/- 180 meters Scaled)
 LV0073
 LV0073                          SUPERSEDED SURVEY CONTROL
 LV0073
 LV0073  NGVD 29 (??/??/??)  163.91   (m)          537.8    (f) RESET       3  
 LV0073
 LV0073.Superseded values are not recommended for survey control.
 LV0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0073.See file dsdata.txt to determine how the superseded data were derived.
 LV0073
 LV0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM073088(NAD 83)
 LV0073
 LV0073_MARKER: DB = BENCH MARK DISK
 LV0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0073_STAMPING: V 73 RESET 1938
 LV0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0073+STABILITY: SURFACE MOTION
 LV0073
 LV0073  HISTORY     - Date     Condition        Report By
 LV0073  HISTORY     - 1938     MONUMENTED       CGS
 LV0073  HISTORY     - 1967     GOOD             CGS
 LV0073  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0073
 LV0073                          STATION DESCRIPTION
 LV0073
 LV0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0073'12 MI S FROM CRESCENT CITY.
 LV0073'12.05 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION OF
 LV0073'FRONT STREET AT CRESCENT CITY, ON THE OUTSIDE OF A CURVE, ON THE
 LV0073'TOP OF A CUT BANK, 32 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LV0073'345 FEET NORTH OF HIGHWAY MILEAGE 14.09, 210 FEET SOUTH OF A
 LV0073'DRIVEWAY EAST TO A HOUSE, 85 FEET SOUTH OF A TELEPHONE POLE WITH A
 LV0073'GUY WIRE, 10 FEET NORTH OF THE NORTH ONE OF THREE 72-INCH FIR
 LV0073'TREES, 15 FEET EAST OF THE CENTER LINE OF A TRACK ROAD, 1.0 FOOT
 LV0073'WEST OF A WITNESS POST, ABOUT 14 FEET HIGHER THAN THE HIGHWAY, AND
 LV0073'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE
 LV0073'GROUND.
 LV0073
 LV0073                          STATION RECOVERY (1988)
 LV0073
 LV0073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0073'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1262 ***********************************************************************
 LU1262  DESIGNATION -  W 101
 LU1262  PID         -  LU1262
 LU1262  STATE/COUNTY-  CA/HUMBOLDT
 LU1262  USGS QUAD   -  GARBERVILLE (1970)
 LU1262
 LU1262                         *CURRENT SURVEY CONTROL
 LU1262  ___________________________________________________________________
 LU1262* NAD 83(1986)-  40 06 59.     (N)    123 48 01.     (W)     SCALED    
 LU1262* NAVD 88     -       104.917  (meters)     344.22   (feet)  ADJUSTED  
 LU1262  ___________________________________________________________________
 LU1262  GEOID HEIGHT-         -30.45  (meters)                     GEOID09
 LU1262  DYNAMIC HT  -         104.861 (meters)     344.03  (feet)  COMP
 LU1262  MODELED GRAV-     980,088.3   (mgal)                       NAVD 88
 LU1262
 LU1262  VERT ORDER  -  FIRST     CLASS II
 LU1262
 LU1262.The horizontal coordinates were scaled from a topographic map and have
 LU1262.an estimated accuracy of +/- 6 seconds.
 LU1262.
 LU1262.The orthometric height was determined by differential leveling and
 LU1262.adjusted in December 1992.
 LU1262
 LU1262.Photographs are available for this station.
 LU1262
 LU1262.The geoid height was determined by GEOID09.
 LU1262
 LU1262.The dynamic height is computed by dividing the NAVD 88
 LU1262.geopotential number by the normal gravity value computed on the
 LU1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1262.degrees latitude (g = 980.6199 gals.).
 LU1262
 LU1262.The modeled gravity was interpolated from observed gravity values.
 LU1262
 LU1262;                    North         East    Units  Estimated Accuracy
 LU1262;SPC CA 1     -   588,530.    1,846,540.      MT  (+/- 180 meters Scaled)
 LU1262
 LU1262                          SUPERSEDED SURVEY CONTROL
 LU1262
 LU1262  NAVD 88 (06/15/91)  104.917  (m)          344.22   (f) UNKNOWN     1 2
 LU1262  NGVD 29 (12/02/92)  103.991  (m)          341.18   (f) ADJUSTED    1 2
 LU1262
 LU1262.Superseded values are not recommended for survey control.
 LU1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1262.See file dsdata.txt to determine how the superseded data were derived.
 LU1262
 LU1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK318409(NAD 83)
 LU1262
 LU1262_MARKER: DB = BENCH MARK DISK
 LU1262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1262_SP_SET: BRIDGE GUARDRAIL
 LU1262_STAMPING: W 101 1931 340.829
 LU1262_MARK LOGO: CGS   
 LU1262_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1262+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1262
 LU1262  HISTORY     - Date     Condition        Report By
 LU1262  HISTORY     - 1931     MONUMENTED       CGS
 LU1262  HISTORY     - 1967     GOOD             CGS
 LU1262  HISTORY     - 19880330 GOOD             NGS
 LU1262  HISTORY     - 19920729 GOOD             NGS
 LU1262
 LU1262                          STATION DESCRIPTION
 LU1262
 LU1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1262'1.4 MI N FROM GARBERVILLE.
 LU1262'1.4 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1262'GARBERVILLE, IN THE TOP AND 2.0 FEET WEST OF THE EAST END OF THE
 LU1262'CONCRETE GUARDRAIL FOR BLUFF CREEK BRIDGE 405, 53 FEET SOUTH OF
 LU1262'THE CENTER LINE OF THE HIGHWAY, 21 FEET SOUTH OF THE SOUTHEAST
 LU1262'CORNER OF AN ABANDONED SCALES, AND ABOUT LEVEL WITH THE HIGHWAY.
 LU1262
 LU1262                          STATION RECOVERY (1988)
 LU1262
 LU1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1262'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 LU1262'CHANGE--U.S. HIGHWAY 101 TO REDWOOD DRIVE.
 LU1262
 LU1262                          STATION RECOVERY (1992)
 LU1262
 LU1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1262'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1262'OFFICE IN GARBERVILLE, THENCE 2.4 KM (1.50 MI) NORTHERLY ALONG
 LU1262'REDWOOD DRIVE, IN TOP OF AND 0.6 M (2.0 FT) WEST OF THE EAST END OF
 LU1262'THE SOUTH CONCRETE BRIDGE RAIL OF A BRIDGE SPANNING BLUFF CREEK, 16.2
 LU1262'M (53.1 FT) SOUTH OF THE CENTERLINE OF THE DRIVE, AND 0.3 M (1.0 FT)
 LU1262'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0889 ***********************************************************************
 KT0889  DESIGNATION -  W 1081
 KT0889  PID         -  KT0889
 KT0889  STATE/COUNTY-  CA/MENDOCINO
 KT0889  USGS QUAD   -  LAYTONVILLE (1994)
 KT0889
 KT0889                         *CURRENT SURVEY CONTROL
 KT0889  ___________________________________________________________________
 KT0889* NAD 83(1986)-  39 37 59.     (N)    123 28 02.     (W)     SCALED    
 KT0889* NAVD 88     -       520.08   (+/-2cm)    1706.3    (feet)  VERTCON   
 KT0889  ___________________________________________________________________
 KT0889  GEOID HEIGHT-         -29.57  (meters)                     GEOID09
 KT0889  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0889
 KT0889.The horizontal coordinates were scaled from a topographic map and have
 KT0889.an estimated accuracy of +/- 6 seconds.
 KT0889.
 KT0889.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0889
 KT0889.The vertical order pertains to the NGVD 29 superseded value.
 KT0889
 KT0889.The geoid height was determined by GEOID09.
 KT0889
 KT0889;                    North         East    Units  Estimated Accuracy
 KT0889;SPC CA 2     -   719,300.    1,874,050.      MT  (+/- 180 meters Scaled)
 KT0889
 KT0889                          SUPERSEDED SURVEY CONTROL
 KT0889
 KT0889  NGVD 29 (??/??/92)  519.15   (m)         1703.2    (f) COMPUTED    1 2
 KT0889
 KT0889.Superseded values are not recommended for survey control.
 KT0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0889.See file dsdata.txt to determine how the superseded data were derived.
 KT0889
 KT0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ599871(NAD 83)
 KT0889
 KT0889_MARKER: DB = BENCH MARK DISK
 KT0889_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0889_SP_SET: CULVERT
 KT0889_STAMPING: W 1081 1967
 KT0889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0889
 KT0889  HISTORY     - Date     Condition        Report By
 KT0889  HISTORY     - 1967     MONUMENTED       CGS
 KT0889
 KT0889                          STATION DESCRIPTION
 KT0889
 KT0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0889'4 MI S FROM LAYTONVILLE.
 KT0889'3.95 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT0889'AT LAYTONVILLE, ON THE INSIDE OF A CURVE, AT THE JUNCTION OF
 KT0889'A FARM ROAD NORTHEAST, IN THE TOP AND 0.8 FOOT NORTHWEST OF THE
 KT0889'SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF 3- BY 5-FOOT
 KT0889'CONCRETE BOX CULVERT 65.42, 33 FEET NORTHEAST OF THE CENTER LINE
 KT0889'OF THE HIGHWAY, 45 FEET NORTHWEST OF THE CENTER LINE OF THE
 KT0889'ROAD, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1486 ***********************************************************************
 KT1486  DESIGNATION -  W 1082
 KT1486  PID         -  KT1486
 KT1486  STATE/COUNTY-  CA/MENDOCINO
 KT1486  USGS QUAD   -  LEGGETT (1994)
 KT1486
 KT1486                         *CURRENT SURVEY CONTROL
 KT1486  ___________________________________________________________________
 KT1486* NAD 83(1986)-  39 50 35.     (N)    123 41 24.     (W)     SCALED    
 KT1486* NAVD 88     -       362.42   (+/-2cm)    1189.0    (feet)  VERTCON   
 KT1486  ___________________________________________________________________
 KT1486  GEOID HEIGHT-         -29.97  (meters)                     GEOID09
 KT1486  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1486
 KT1486.The horizontal coordinates were scaled from a topographic map and have
 KT1486.an estimated accuracy of +/- 6 seconds.
 KT1486.
 KT1486.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1486
 KT1486.The vertical order pertains to the NGVD 29 superseded value.
 KT1486
 KT1486.The geoid height was determined by GEOID09.
 KT1486
 KT1486;                    North         East    Units  Estimated Accuracy
 KT1486;SPC CA 2     -   742,950.    1,855,360.      MT  (+/- 180 meters Scaled)
 KT1486
 KT1486                          SUPERSEDED SURVEY CONTROL
 KT1486
 KT1486  NGVD 29 (??/??/92)  361.499  (m)         1186.02   (f) ADJ UNCH    1 2
 KT1486
 KT1486.Superseded values are not recommended for survey control.
 KT1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1486.See file dsdata.txt to determine how the superseded data were derived.
 KT1486
 KT1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK409105(NAD 83)
 KT1486
 KT1486_MARKER: DB = BENCH MARK DISK
 KT1486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1486_SP_SET: CULVERT
 KT1486_STAMPING: W 1082 1967
 KT1486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1486
 KT1486  HISTORY     - Date     Condition        Report By
 KT1486  HISTORY     - 1967     MONUMENTED       CGS
 KT1486  HISTORY     - 1972     GOOD             USGS
 KT1486
 KT1486                          STATION DESCRIPTION
 KT1486
 KT1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1486'2.9 MI SE FROM LEGGETT.
 KT1486'2.9 MILES SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1486'AT LEGGETT, AT THE SOUTH END OF A PASSING LANE OF THE HIGHWAY, IN
 KT1486'THE TOP AND 0.8 FOOT NORTH OF THE SOUTH END OF AN L SHAPED HEAD
 KT1486'WALL OF 18-INCH PIPE CULVERT 89.30, 19 FEET EAST OF THE CENTER
 KT1486'LINE OF THE HIGHWAY AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 KT1486
 KT1486                          STATION RECOVERY (1972)
 KT1486
 KT1486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1240 ***********************************************************************
 LU1240  DESIGNATION -  W 1083
 LU1240  PID         -  LU1240
 LU1240  STATE/COUNTY-  CA/HUMBOLDT
 LU1240  USGS QUAD   -  GARBERVILLE (1970)
 LU1240
 LU1240                         *CURRENT SURVEY CONTROL
 LU1240  ___________________________________________________________________
 LU1240* NAD 83(1986)-  40 00 37.     (N)    123 47 26.     (W)     SCALED    
 LU1240* NAVD 88     -       139.643  (meters)     458.15   (feet)  ADJUSTED  
 LU1240  ___________________________________________________________________
 LU1240  GEOID HEIGHT-         -30.37  (meters)                     GEOID09
 LU1240  DYNAMIC HT  -         139.567 (meters)     457.90  (feet)  COMP
 LU1240  MODELED GRAV-     980,084.3   (mgal)                       NAVD 88
 LU1240
 LU1240  VERT ORDER  -  FIRST     CLASS II
 LU1240
 LU1240.The horizontal coordinates were scaled from a topographic map and have
 LU1240.an estimated accuracy of +/- 6 seconds.
 LU1240.
 LU1240.The orthometric height was determined by differential leveling and
 LU1240.adjusted in June 1991.
 LU1240
 LU1240.The geoid height was determined by GEOID09.
 LU1240
 LU1240.The dynamic height is computed by dividing the NAVD 88
 LU1240.geopotential number by the normal gravity value computed on the
 LU1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1240.degrees latitude (g = 980.6199 gals.).
 LU1240
 LU1240.The modeled gravity was interpolated from observed gravity values.
 LU1240
 LU1240;                    North         East    Units  Estimated Accuracy
 LU1240;SPC CA 1     -   576,730.    1,847,130.      MT  (+/- 180 meters Scaled)
 LU1240
 LU1240                          SUPERSEDED SURVEY CONTROL
 LU1240
 LU1240  NGVD 29 (12/02/92)  138.726  (m)          455.14   (f) ADJUSTED    1 2
 LU1240
 LU1240.Superseded values are not recommended for survey control.
 LU1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1240.See file dsdata.txt to determine how the superseded data were derived.
 LU1240
 LU1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK325291(NAD 83)
 LU1240
 LU1240_MARKER: DB = BENCH MARK DISK
 LU1240_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1240_SP_SET: HEADWALL
 LU1240_STAMPING: W 1083 1967
 LU1240_MARK LOGO: CGS   
 LU1240_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1240+STABILITY: SURFACE MOTION
 LU1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1240+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1240
 LU1240  HISTORY     - Date     Condition        Report By
 LU1240  HISTORY     - 1967     MONUMENTED       CGS
 LU1240  HISTORY     - 19880331 GOOD             NGS
 LU1240  HISTORY     - 19920729 GOOD             NGS
 LU1240
 LU1240                          STATION DESCRIPTION
 LU1240
 LU1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1240'3.1 MI N FROM PIERCY.
 LU1240'3.1 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 LU1240'AT PIERCY, 225 FEET SOUTHEAST OF THE HARTSOOK INN, IN THE TOP
 LU1240'AND 1.0 FOOT NORTH OF THE SOUTH END OF THE EAST CONCRETE HEAD
 LU1240'WALL OF A 5- BY 10-FOOT CONCRETE BOX CULVERT OVER HARTSOOK CREEK,
 LU1240'35 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 5
 LU1240'FEET LOWER THAN THE HIGHWAY.
 LU1240
 LU1240                          STATION RECOVERY (1988)
 LU1240
 LU1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1240'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.2 KM (8.20
 LU1240'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1240'GARBERVILLE.  NOTE--THE CULVERT MENTIONED IN THE ORIGINAL DESCRIPTION
 LU1240'IS NUMBERED 0.86.
 LU1240
 LU1240                          STATION RECOVERY (1992)
 LU1240
 LU1240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1240'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1240'OFFICE IN GARBERVILLE, THENCE 13.2 M (43.3 FT) SOUTHERLY ALONG U.S.
 LU1240'HIGHWAY 101, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF
 LU1240'THE EAST CONCRETE HEADWALL OF A BOX CULVERT AT MILEPOST 0.86 SPANNING
 LU1240'HARTSOOK CREEK, 10.7 M (35.1 FT) EAST OF THE CENTERLINE OF THE
 LU1240'NORTHBOUND LANES OF THE HIGHWAY, AND 1.2 M (3.9 FT) BELOW THE LEVEL
 LU1240'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1275 ***********************************************************************
 LU1275  DESIGNATION -  W 1084
 LU1275  PID         -  LU1275
 LU1275  STATE/COUNTY-  CA/HUMBOLDT
 LU1275  USGS QUAD   -  MIRANDA (1970)
 LU1275
 LU1275                         *CURRENT SURVEY CONTROL
 LU1275  ___________________________________________________________________
 LU1275* NAD 83(1986)-  40 12 35.     (N)    123 47 08.     (W)     SCALED    
 LU1275* NAVD 88     -        85.691  (meters)     281.14   (feet)  ADJUSTED  
 LU1275  ___________________________________________________________________
 LU1275  GEOID HEIGHT-         -30.38  (meters)                     GEOID09
 LU1275  DYNAMIC HT  -          85.644 (meters)     280.98  (feet)  COMP
 LU1275  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 LU1275
 LU1275  VERT ORDER  -  FIRST     CLASS II
 LU1275
 LU1275.The horizontal coordinates were scaled from a topographic map and have
 LU1275.an estimated accuracy of +/- 6 seconds.
 LU1275.
 LU1275.The orthometric height was determined by differential leveling and
 LU1275.adjusted in December 1992.
 LU1275
 LU1275.The geoid height was determined by GEOID09.
 LU1275
 LU1275.The dynamic height is computed by dividing the NAVD 88
 LU1275.geopotential number by the normal gravity value computed on the
 LU1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1275.degrees latitude (g = 980.6199 gals.).
 LU1275
 LU1275.The modeled gravity was interpolated from observed gravity values.
 LU1275
 LU1275;                    North         East    Units  Estimated Accuracy
 LU1275;SPC CA 1     -   598,860.    1,848,010.      MT  (+/- 180 meters Scaled)
 LU1275
 LU1275                          SUPERSEDED SURVEY CONTROL
 LU1275
 LU1275  NAVD 88 (06/15/91)   85.694  (m)          281.15   (f) UNKNOWN     1 2
 LU1275  NGVD 29 (12/02/92)   84.770  (m)          278.12   (f) ADJUSTED    1 2
 LU1275
 LU1275.Superseded values are not recommended for survey control.
 LU1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1275.See file dsdata.txt to determine how the superseded data were derived.
 LU1275
 LU1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK331513(NAD 83)
 LU1275
 LU1275_MARKER: DB = BENCH MARK DISK
 LU1275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1275_SP_SET: CATCH BASIN
 LU1275_STAMPING: W 1084 1967
 LU1275_MARK LOGO: CGS   
 LU1275_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1275+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1275
 LU1275  HISTORY     - Date     Condition        Report By
 LU1275  HISTORY     - 1967     MONUMENTED       CGS
 LU1275  HISTORY     - 19880328 GOOD             NGS
 LU1275  HISTORY     - 19920729 GOOD             NGS
 LU1275
 LU1275                          STATION DESCRIPTION
 LU1275
 LU1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1275'4 MI S FROM MIRANDA.
 LU1275'3.95 MILES SOUTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1275'HIGH SCHOOL AT MIRANDA, AT PHILLIPSVILLE, 0.1 MILE NORTH OF THE
 LU1275'DEERHORN LODGE, IN THE TOP OF THE SOUTHEAST CORNER OF 4- BY 4-FOOT
 LU1275'CONCRETE CATCH BASIN 2.51, 21 FEET EAST OF THE CENTER LINE OF THE
 LU1275'AVENUE, 90 FEET EAST OF THE NORTHEAST CORNER OF RIVERWOOD INN,
 LU1275'AND ABOUT LEVEL WITH THE AVENUE.
 LU1275
 LU1275                          STATION RECOVERY (1988)
 LU1275
 LU1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1275'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.5 KM (6.50
 LU1275'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1275'GARBERVILLE, THENCE 4.1 KM (2.55 MI) NORTHERLY ALONG THE AVENUE OF
 LU1275'THE GIANTS.  NOTE--THE CATCH BASIN NUMBER IS 2.50 NOT 2.51.
 LU1275
 LU1275                          STATION RECOVERY (1992)
 LU1275
 LU1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1275'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1275'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1275'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1275'101, THENCE 4.2 KM (2.60 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1275'GIANTS, NEAR THE SOUTHEAST CORNER OF A CONCRETE CATCH BASIN AT
 LU1275'MILEPOST 2.50, IN THE SAMLL COMMUNITY OF PHILLIPSVILLE, 27.4 M
 LU1275'(89.9 FT) EAST OF THE NORTHEAST CORNER OF RIVERWOOD INN, AND 6.4 M
 LU1275'(21.0 FT) EAST OF AND LEVEL WITH THE AVENUE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1482 ***********************************************************************
 LU1482  DESIGNATION -  W 1085
 LU1482  PID         -  LU1482
 LU1482  STATE/COUNTY-  CA/HUMBOLDT
 LU1482  USGS QUAD   -  REDCREST (1969)
 LU1482
 LU1482                         *CURRENT SURVEY CONTROL
 LU1482  ___________________________________________________________________
 LU1482* NAD 83(1986)-  40 22 36.     (N)    123 55 33.     (W)     SCALED    
 LU1482* NAVD 88     -       110.713  (meters)     363.23   (feet)  ADJUSTED  
 LU1482  ___________________________________________________________________
 LU1482  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 LU1482  DYNAMIC HT  -         110.657 (meters)     363.05  (feet)  COMP
 LU1482  MODELED GRAV-     980,123.4   (mgal)                       NAVD 88
 LU1482
 LU1482  VERT ORDER  -  FIRST     CLASS II
 LU1482
 LU1482.The horizontal coordinates were scaled from a topographic map and have
 LU1482.an estimated accuracy of +/- 6 seconds.
 LU1482.
 LU1482.The orthometric height was determined by differential leveling and
 LU1482.adjusted in December 1992.
 LU1482
 LU1482.The geoid height was determined by GEOID09.
 LU1482
 LU1482.The dynamic height is computed by dividing the NAVD 88
 LU1482.geopotential number by the normal gravity value computed on the
 LU1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1482.degrees latitude (g = 980.6199 gals.).
 LU1482
 LU1482.The modeled gravity was interpolated from observed gravity values.
 LU1482
 LU1482;                    North         East    Units  Estimated Accuracy
 LU1482;SPC CA 1     -   617,650.    1,836,480.      MT  (+/- 180 meters Scaled)
 LU1482
 LU1482                          SUPERSEDED SURVEY CONTROL
 LU1482
 LU1482  NAVD 88 (06/15/91)  110.731  (m)          363.29   (f) UNKNOWN     1 2
 LU1482  NGVD 29 (12/02/92)  109.757  (m)          360.09   (f) ADJUSTED    1 2
 LU1482
 LU1482.Superseded values are not recommended for survey control.
 LU1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1482.See file dsdata.txt to determine how the superseded data were derived.
 LU1482
 LU1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK214699(NAD 83)
 LU1482
 LU1482_MARKER: DB = BENCH MARK DISK
 LU1482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1482_SP_SET: BRIDGE HEADWALL
 LU1482_STAMPING: W 1085 1967
 LU1482_MARK LOGO: CGS   
 LU1482_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1482+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1994
 LU1482
 LU1482  HISTORY     - Date     Condition        Report By
 LU1482  HISTORY     - 1967     MONUMENTED       CGS
 LU1482  HISTORY     - 19880324 GOOD             NGS
 LU1482  HISTORY     - 19920728 GOOD             NGS
 LU1482  HISTORY     - 19940725 GOOD             CADT
 LU1482
 LU1482                          STATION DESCRIPTION
 LU1482
 LU1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1482'9.6 MI N FROM MYERS FLAT.
 LU1482'9.65 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1482'OVERPASS AT MYERS FLAT, IN THE TOP OF THE EAST END OF THE NORTH
 LU1482'CONCRETE ABUTMENT OF HIGH ROCK ROAD UNDERPASS NO. 4-68, AT
 LU1482'HIGHWAY MILEAGE 37.63, 33 FEET EAST OF THE CENTER LINE OF THE
 LU1482'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LU1482
 LU1482                          STATION RECOVERY (1988)
 LU1482
 LU1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1482'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  38.2 KM (23.75
 LU1482'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LU1482'FORTUNA.
 LU1482
 LU1482                          STATION RECOVERY (1992)
 LU1482
 LU1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1482'38.2 KM (23.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LU1482'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LU1482'NEAR THE EAST END OF THE NORTH CONCRETE HEADWALL OF THE HIGHWAY
 LU1482'OVERPASS OF HIGH ROCK ROAD, AT MILEPOST 37.63, AND 10.1 M (33.1 FT)
 LU1482'EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LU1482'HIGHWAY.
 LU1482
 LU1482                          STATION RECOVERY (1994)
 LU1482
 LU1482'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 LU1482'FOUND AS DESCRIBED AT THE HIGH ROCK ROAD UNDERCROSSING ON U.S. HIGHWAY
 LU1482'101 AT POSTMILE 37.63.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0234 ***********************************************************************
 LV0234  DESIGNATION -  W 1086
 LV0234  PID         -  LV0234
 LV0234  STATE/COUNTY-  CA/HUMBOLDT
 LV0234  USGS QUAD   -  FORTUNA (1972)
 LV0234
 LV0234                         *CURRENT SURVEY CONTROL
 LV0234  ___________________________________________________________________
 LV0234* NAD 83(1986)-  40 34 14.     (N)    124 08 57.     (W)     SCALED    
 LV0234* NAVD 88     -        15.573  (meters)      51.09   (feet)  ADJUSTED  
 LV0234  ___________________________________________________________________
 LV0234  GEOID HEIGHT-         -30.97  (meters)                     GEOID09
 LV0234  DYNAMIC HT  -          15.565 (meters)      51.07  (feet)  COMP
 LV0234  MODELED GRAV-     980,158.8   (mgal)                       NAVD 88
 LV0234
 LV0234  VERT ORDER  -  FIRST     CLASS II
 LV0234
 LV0234.The horizontal coordinates were scaled from a topographic map and have
 LV0234.an estimated accuracy of +/- 6 seconds.
 LV0234.
 LV0234.The orthometric height was determined by differential leveling and
 LV0234.adjusted in December 1992.
 LV0234
 LV0234.The geoid height was determined by GEOID09.
 LV0234
 LV0234.The dynamic height is computed by dividing the NAVD 88
 LV0234.geopotential number by the normal gravity value computed on the
 LV0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0234.degrees latitude (g = 980.6199 gals.).
 LV0234
 LV0234.The modeled gravity was interpolated from observed gravity values.
 LV0234
 LV0234;                    North         East    Units  Estimated Accuracy
 LV0234;SPC CA 1     -   639,610.    1,818,050.      MT  (+/- 180 meters Scaled)
 LV0234
 LV0234                          SUPERSEDED SURVEY CONTROL
 LV0234
 LV0234  NAVD 88 (06/15/91)   15.598  (m)           51.17   (f) UNKNOWN     1 2
 LV0234  NGVD 29 (12/02/92)   14.591  (m)           47.87   (f) ADJUSTED    1 2
 LV0234
 LV0234.Superseded values are not recommended for survey control.
 LV0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0234.See file dsdata.txt to determine how the superseded data were derived.
 LV0234
 LV0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK027917(NAD 83)
 LV0234
 LV0234_MARKER: DB = BENCH MARK DISK
 LV0234_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0234_SP_SET: HEADWALL
 LV0234_STAMPING: W 1086 1967
 LV0234_MARK LOGO: CGS   
 LV0234_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0234+STABILITY: SURFACE MOTION
 LV0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0234+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2008
 LV0234
 LV0234  HISTORY     - Date     Condition        Report By
 LV0234  HISTORY     - 1967     MONUMENTED       CGS
 LV0234  HISTORY     - 19880224 GOOD             NGS
 LV0234  HISTORY     - 19920728 GOOD             NGS
 LV0234  HISTORY     - 20081020 GOOD             GEOCAC
 LV0234
 LV0234                          STATION DESCRIPTION
 LV0234
 LV0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0234'2.4 MI S FROM FORTUNA.
 LV0234'2.45 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM FORTUNA OVERPASS AT
 LV0234'FORTUNA, 0.15 MILE NORTHWEST OF BENCH MARK L 100, IN THE TOP
 LV0234'AND 1.0 FOOT NORTH OF THE SOUTH END OF THE WEST CONCRETE HEAD
 LV0234'WALL OF 18-INCH PIPE CULVERT 59.07, 38 FEET WEST OF THE CENTER LINE
 LV0234'OF THE WEST LANES OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0234
 LV0234                          STATION RECOVERY (1988)
 LV0234
 LV0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0234'RECOVERED IN GOOD CONDITION.
 LV0234
 LV0234                          STATION RECOVERY (1992)
 LV0234
 LV0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0234'4.0 KM (2.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0234'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, IN
 LV0234'TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE
 LV0234'HEADWALL OF PIPE CULVERT NUMBER 59.07, AND 11.6 M (38.1 FT) WEST OF
 LV0234'AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 LV0234
 LV0234                          STATION RECOVERY (2008)
 LV0234
 LV0234'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 LV0234'HH2 (NAD 83) 40 34 06.3 (N)  124 08 55.7 (W)
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0162 ***********************************************************************
 LV0162  DESIGNATION -  W 1088
 LV0162  PID         -  LV0162
 LV0162  STATE/COUNTY-  CA/HUMBOLDT
 LV0162  USGS QUAD   -  TRINIDAD (1978)
 LV0162
 LV0162                         *CURRENT SURVEY CONTROL
 LV0162  ___________________________________________________________________
 LV0162* NAD 83(1986)-  41 08 01.     (N)    124 09 09.     (W)     SCALED    
 LV0162* NAVD 88     -        76.829  (meters)     252.06   (feet)  ADJUSTED  
 LV0162  ___________________________________________________________________
 LV0162  GEOID HEIGHT-         -29.98  (meters)                     GEOID09
 LV0162  DYNAMIC HT  -          76.798 (meters)     251.96  (feet)  COMP
 LV0162  MODELED GRAV-     980,225.0   (mgal)                       NAVD 88
 LV0162
 LV0162  VERT ORDER  -  FIRST     CLASS II
 LV0162
 LV0162.The horizontal coordinates were scaled from a topographic map and have
 LV0162.an estimated accuracy of +/- 6 seconds.
 LV0162.
 LV0162.The orthometric height was determined by differential leveling and
 LV0162.adjusted in June 1991.
 LV0162
 LV0162.The geoid height was determined by GEOID09.
 LV0162
 LV0162.The dynamic height is computed by dividing the NAVD 88
 LV0162.geopotential number by the normal gravity value computed on the
 LV0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0162.degrees latitude (g = 980.6199 gals.).
 LV0162
 LV0162.The modeled gravity was interpolated from observed gravity values.
 LV0162
 LV0162;                    North         East    Units  Estimated Accuracy
 LV0162;SPC CA 1     -   702,120.    1,819,300.      MT  (+/- 180 meters Scaled)
 LV0162
 LV0162                          SUPERSEDED SURVEY CONTROL
 LV0162
 LV0162  NGVD 29 (??/??/??)   75.797  (m)          248.68   (f) ADJUSTED    1 2
 LV0162
 LV0162.Superseded values are not recommended for survey control.
 LV0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0162.See file dsdata.txt to determine how the superseded data were derived.
 LV0162
 LV0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL032542(NAD 83)
 LV0162
 LV0162_MARKER: DB = BENCH MARK DISK
 LV0162_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0162_SP_SET: HEADWALL
 LV0162_STAMPING: W 1088 1967
 LV0162_MARK LOGO: CGS   
 LV0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0162+STABILITY: SURFACE MOTION
 LV0162
 LV0162  HISTORY     - Date     Condition        Report By
 LV0162  HISTORY     - 1967     MONUMENTED       CGS
 LV0162  HISTORY     - 1971     GOOD             NGS
 LV0162  HISTORY     - 1988     GOOD             NGS
 LV0162
 LV0162                          STATION DESCRIPTION
 LV0162
 LV0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 LV0162'5.2 MI N FROM TRINIDAD.
 LV0162'5.25 MILES NORTH ALONG FORMER U.S. HIGHWAY 101, THE REDWOOD
 LV0162'HIGHWAY, FROM TRINIDAD UNDERPASS AT TRINIDAD, 0.05 MILE NORTHEAST
 LV0162'OF THE ENTRANCE TO PATRICKS POINT STATE PARK, IN THE TOP AND 1.0
 LV0162'FOOT NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 LV0162'HEAD WALL OF 12 INCH PIPE CULVERT 106.07, 16 FEET SOUTHEAST
 LV0162'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN
 LV0162'THE HIGHWAY.
 LV0162
 LV0162                          STATION RECOVERY (1988)
 LV0162
 LV0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0162'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS.
 LV0162'CHANGE--HIGHWAY 101 TO PATRICKS POINT DRIVE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0125 ***********************************************************************
 LV0125  DESIGNATION -  W 1089
 LV0125  PID         -  LV0125
 LV0125  STATE/COUNTY-  CA/DEL NORTE
 LV0125  USGS QUAD   -  CRESCENT CITY (1978)
 LV0125
 LV0125                         *CURRENT SURVEY CONTROL
 LV0125  ___________________________________________________________________
 LV0125* NAD 83(1986)-  41 45 29.     (N)    124 13 33.     (W)     SCALED    
 LV0125* NAVD 88     -        16.943  (meters)      55.59   (feet)  POSTED    
 LV0125  ___________________________________________________________________
 LV0125  GEOID HEIGHT-         -28.81  (meters)                     GEOID09
 LV0125  DYNAMIC HT  -          16.94  (meters)      55.6   (feet)  COMP
 LV0125  MODELED GRAV-     980,292.2   (mgal)                       NAVD 88
 LV0125
 LV0125  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LV0125
 LV0125.The horizontal coordinates were scaled from a topographic map and have
 LV0125.an estimated accuracy of +/- 6 seconds.
 LV0125.
 LV0125.The orthometric height was determined by differential leveling
 LV0125.and adjusted by the  in 1992.
 LV0125
 LV0125.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LV0125.was located on a no-check spur therefore a value was not computed.
 LV0125
 LV0125.No vertical observational check was made to the station.
 LV0125
 LV0125.The geoid height was determined by GEOID09.
 LV0125
 LV0125.The dynamic height is computed by dividing the NAVD 88
 LV0125.geopotential number by the normal gravity value computed on the
 LV0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0125.degrees latitude (g = 980.6199 gals.).
 LV0125
 LV0125.The modeled gravity was interpolated from observed gravity values.
 LV0125
 LV0125;                    North         East    Units  Estimated Accuracy
 LV0125;SPC CA 1     -   771,600.    1,814,910.      MT  (+/- 180 meters Scaled)
 LV0125
 LV0125                          SUPERSEDED SURVEY CONTROL
 LV0125
 LV0125  NGVD 29 (??/??/??)   15.914  (m)           52.21   (f) ADJUSTED    1 2
 LV0125
 LV0125.Superseded values are not recommended for survey control.
 LV0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0125.See file dsdata.txt to determine how the superseded data were derived.
 LV0125
 LV0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM980236(NAD 83)
 LV0125
 LV0125_MARKER: DB = BENCH MARK DISK
 LV0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0125_SP_SET: CONCRETE POST
 LV0125_STAMPING: W 1089 1967
 LV0125_MARK LOGO: CGS   
 LV0125_PROJECTION: FLUSH
 LV0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0125+STABILITY: SURFACE MOTION
 LV0125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0125+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2004
 LV0125
 LV0125  HISTORY     - Date     Condition        Report By
 LV0125  HISTORY     - 1967     MONUMENTED       CGS
 LV0125  HISTORY     - 1988     GOOD             NGS
 LV0125  HISTORY     - 20041021 GOOD             ORBITE
 LV0125
 LV0125                          STATION DESCRIPTION
 LV0125
 LV0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0125'AT CRESCENT CITY.
 LV0125'AT CRESCENT CITY, AT THE INTERSECTION OF PACIFIC AVENUE AND
 LV0125'SOUTH PEBBLE BEACH DRIVE, ABOUT 6 FEET EAST OF THE EDGE OF A
 LV0125'CLIFF OVERLOOKING A BEACH, 26 FEET WEST OF THE CENTER LINE OF THE
 LV0125'DRIVE, 27 FEET SOUTH OF THE EXTENDED CENTER LINE OF THE AVENUE,
 LV0125'1.0 FOOT NORTH OF A POWER POLE WITH A GUY WIRE, 1.0 FOOT SOUTH
 LV0125'OF A WITNESS POST, ABOUT LEVEL WITH THE DRIVE, AND SET IN THE TOP
 LV0125'OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LV0125
 LV0125                          STATION RECOVERY (1988)
 LV0125
 LV0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0125'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  IN CRESCENT
 LV0125'CITY, AT THE INTERSECTION OF PEBBLE BEACH DRIVE AND PACIFIC AVENUE,
 LV0125'6.7 M (22.0 FT) SOUTHWEST OF THE EXTENDED CENTER OF THE DRIVE, 5.5 M
 LV0125'(18.0 FT) SOUTHEAST OF THE CENTERLINE OF THE AVENUE, 2.3 M (7.5 FT)
 LV0125'SOUTHWEST OF A GUARDRAIL, AND 0.3 M (1.0 FT) EAST-NORTHEAST OF
 LV0125'UTILITY POLE NUMBER C 3870.
 LV0125'THE MARK IS ABOVE LEVEL WITH THE AVENUE.
 LV0125
 LV0125                          STATION RECOVERY (2004)
 LV0125
 LV0125'RECOVERY NOTE BY ORBITECH INC 2004 (SHG)
 LV0125'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0066 ***********************************************************************
 LV0066  DESIGNATION -  W 1090
 LV0066  PID         -  LV0066
 LV0066  STATE/COUNTY-  CA/DEL NORTE
 LV0066  USGS QUAD   -  REQUA (1966)
 LV0066
 LV0066                         *CURRENT SURVEY CONTROL
 LV0066  ___________________________________________________________________
 LV0066* NAD 83(1986)-  41 35 40.     (N)    124 05 56.     (W)     SCALED    
 LV0066* NAVD 88     -         7.360  (meters)      24.15   (feet)  ADJUSTED  
 LV0066  ___________________________________________________________________
 LV0066  GEOID HEIGHT-         -28.76  (meters)                     GEOID09
 LV0066  DYNAMIC HT  -           7.357 (meters)      24.14  (feet)  COMP
 LV0066  MODELED GRAV-     980,264.6   (mgal)                       NAVD 88
 LV0066
 LV0066  VERT ORDER  -  FIRST     CLASS II
 LV0066
 LV0066.The horizontal coordinates were scaled from a topographic map and have
 LV0066.an estimated accuracy of +/- 6 seconds.
 LV0066.
 LV0066.The orthometric height was determined by differential leveling and
 LV0066.adjusted in June 1991.
 LV0066
 LV0066.The geoid height was determined by GEOID09.
 LV0066
 LV0066.The dynamic height is computed by dividing the NAVD 88
 LV0066.geopotential number by the normal gravity value computed on the
 LV0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0066.degrees latitude (g = 980.6199 gals.).
 LV0066
 LV0066.The modeled gravity was interpolated from observed gravity values.
 LV0066
 LV0066;                    North         East    Units  Estimated Accuracy
 LV0066;SPC CA 1     -   753,170.    1,825,030.      MT  (+/- 180 meters Scaled)
 LV0066
 LV0066                          SUPERSEDED SURVEY CONTROL
 LV0066
 LV0066  NGVD 29 (??/??/??)    6.334  (m)           20.78   (f) ADJUSTED    1 2
 LV0066
 LV0066.Superseded values are not recommended for survey control.
 LV0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0066.See file dsdata.txt to determine how the superseded data were derived.
 LV0066
 LV0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM084053(NAD 83)
 LV0066
 LV0066_MARKER: DB = BENCH MARK DISK
 LV0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0066_SP_SET: CULVERT
 LV0066_STAMPING: W 1090 1967
 LV0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0066
 LV0066  HISTORY     - Date     Condition        Report By
 LV0066  HISTORY     - 1967     MONUMENTED       CGS
 LV0066  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0066
 LV0066                          STATION DESCRIPTION
 LV0066
 LV0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0066'14.8 MI S FROM CRESCENT CITY.
 LV0066'14.75 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0066'OF FRONT STREET AT CRESCENT CITY, 0.2 MILE NORTHWEST OF A SMALL
 LV0066'RANCHHOUSE, IN THE TOP OF THE NORTHEAST CONCRETE HEAD WALL OF A
 LV0066'4- BY 5-FOOT CONCRETE BOX CULVERT 11.87, 1.5 FEET SOUTHEAST OF THE
 LV0066'NORTHWEST END OF THE HEAD WALL, 20 FEET NORTHEAST OF THE CENTER
 LV0066'LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 LV0066
 LV0066                          STATION RECOVERY (1988)
 LV0066
 LV0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0066'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0344 ***********************************************************************
 LV0344  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0344  DESIGNATION -  W 1091
 LV0344  PID         -  LV0344
 LV0344  STATE/COUNTY-  CA/HUMBOLDT
 LV0344  USGS QUAD   -  EUREKA (1972)
 LV0344
 LV0344                         *CURRENT SURVEY CONTROL
 LV0344  ___________________________________________________________________
 LV0344* NAD 83(1986)-  40 51 51.     (N)    124 09 11.     (W)     SCALED    
 LV0344* NAVD 88     -         4.363  (meters)      14.31   (feet)  ADJUSTED  
 LV0344  ___________________________________________________________________
 LV0344  GEOID HEIGHT-         -30.53  (meters)                     GEOID09
 LV0344  DYNAMIC HT  -           4.362 (meters)      14.31  (feet)  COMP
 LV0344  MODELED GRAV-     980,210.1   (mgal)                       NAVD 88
 LV0344
 LV0344  VERT ORDER  -  FIRST     CLASS II
 LV0344
 LV0344.The horizontal coordinates were scaled from a topographic map and have
 LV0344.an estimated accuracy of +/- 6 seconds.
 LV0344.
 LV0344.The orthometric height was determined by differential leveling and
 LV0344.adjusted in June 1991.
 LV0344
 LV0344.This Tidal Bench Mark is designated as VM 8748
 LV0344.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0344
 LV0344.The geoid height was determined by GEOID09.
 LV0344
 LV0344.The dynamic height is computed by dividing the NAVD 88
 LV0344.geopotential number by the normal gravity value computed on the
 LV0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0344.degrees latitude (g = 980.6199 gals.).
 LV0344
 LV0344.The modeled gravity was interpolated from observed gravity values.
 LV0344
 LV0344;                    North         East    Units  Estimated Accuracy
 LV0344;SPC CA 1     -   672,210.    1,818,520.      MT  (+/- 180 meters Scaled)
 LV0344
 LV0344                          SUPERSEDED SURVEY CONTROL
 LV0344
 LV0344  NGVD 29 (12/02/92)    3.340  (m)           10.96   (f) ADJUSTED    1 2
 LV0344
 LV0344.Superseded values are not recommended for survey control.
 LV0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0344.See file dsdata.txt to determine how the superseded data were derived.
 LV0344
 LV0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL028243(NAD 83)
 LV0344
 LV0344_MARKER: DB = BENCH MARK DISK
 LV0344_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LV0344_SP_SET: HIGHLINE TOWER FOUNDATION
 LV0344_STAMPING: W 1091 1967
 LV0344_MARK LOGO: CGS   
 LV0344_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0344+STABILITY: POSITION/ELEVATION WELL
 LV0344
 LV0344  HISTORY     - Date     Condition        Report By
 LV0344  HISTORY     - 1967     MONUMENTED       CGS
 LV0344  HISTORY     - 1981     GOOD             CADT
 LV0344  HISTORY     - 19880216 GOOD             NGS
 LV0344
 LV0344                          STATION DESCRIPTION
 LV0344
 LV0344'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0344'3.5 MI W FROM ARCATA.
 LV0344'3.5 MILES WEST ALONG SANOA ROAD FROM THE INTERSECTION OF H
 LV0344'STREET AT ARCATA, AT THE JUNCTION OF A GRAVELED ROAD NORTHWEST
 LV0344'TO A LUMBER YARD, AT THE FIRST STEEL TOWER OF A POWER
 LV0344'TRANSMISSION LINE SOUTHWEST OF A BRIDGE OVER MAD RIVER SLOUGH,
 LV0344'IN THE TOP OF THE CONCRETE BASE OF THE SOUTHWEST STEEL LEG OF
 LV0344'THE TOWER, 84 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 LV0344'39 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE MAIN TRACK
 LV0344'OF NORTHWESTERN PACIFIC RAILROAD, 24 FEET NORTHEAST OF THE
 LV0344'CENTER LINE OF THE GRAVELED ROAD, AND ABOUT 3 FEET HIGHER THAN
 LV0344'THE ROAD.
 LV0344
 LV0344                          STATION RECOVERY (1981)
 LV0344
 LV0344'RECOVERY NOTE BY CALTRANS 1981
 LV0344'RECOVERED IN GOOD CONDITION.
 LV0344
 LV0344                          STATION RECOVERY (1988)
 LV0344
 LV0344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0344'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.3 KM (3.90
 LV0344'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE JUNCTION OF U.S.
 LV0344'HIGHWAY 101 IN ARCATA.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0067 ***********************************************************************
 LV0067  DESIGNATION -  W 73
 LV0067  PID         -  LV0067
 LV0067  STATE/COUNTY-  CA/DEL NORTE
 LV0067  USGS QUAD   -  REQUA (1966)
 LV0067
 LV0067                         *CURRENT SURVEY CONTROL
 LV0067  ___________________________________________________________________
 LV0067* NAD 83(1986)-  41 36 23.     (N)    124 05 51.     (W)     SCALED    
 LV0067* NAVD 88     -         6.576  (meters)      21.57   (feet)  ADJUSTED  
 LV0067  ___________________________________________________________________
 LV0067  GEOID HEIGHT-         -28.70  (meters)                     GEOID09
 LV0067  DYNAMIC HT  -           6.574 (meters)      21.57  (feet)  COMP
 LV0067  MODELED GRAV-     980,263.0   (mgal)                       NAVD 88
 LV0067
 LV0067  VERT ORDER  -  FIRST     CLASS II
 LV0067
 LV0067.The horizontal coordinates were scaled from a topographic map and have
 LV0067.an estimated accuracy of +/- 6 seconds.
 LV0067.
 LV0067.The orthometric height was determined by differential leveling and
 LV0067.adjusted in June 1991.
 LV0067
 LV0067.WARNING-Repeat measurements at this control monument indicate possible
 LV0067.vertical movement.
 LV0067
 LV0067.The geoid height was determined by GEOID09.
 LV0067
 LV0067.The dynamic height is computed by dividing the NAVD 88
 LV0067.geopotential number by the normal gravity value computed on the
 LV0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0067.degrees latitude (g = 980.6199 gals.).
 LV0067
 LV0067.The modeled gravity was interpolated from observed gravity values.
 LV0067
 LV0067;                    North         East    Units  Estimated Accuracy
 LV0067;SPC CA 1     -   754,500.    1,825,170.      MT  (+/- 180 meters Scaled)
 LV0067
 LV0067                          SUPERSEDED SURVEY CONTROL
 LV0067
 LV0067  NGVD 29 (12/02/92)    5.519  (m)           18.11   (f) ADJUSTED    1 2
 LV0067
 LV0067.Superseded values are not recommended for survey control.
 LV0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0067.See file dsdata.txt to determine how the superseded data were derived.
 LV0067
 LV0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM085066(NAD 83)
 LV0067
 LV0067_MARKER: DB = BENCH MARK DISK
 LV0067_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0067_SP_SET: BRIDGE CURB
 LV0067_STAMPING: W 73 1930 17.464
 LV0067_MARK LOGO: CGS   
 LV0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0067
 LV0067  HISTORY     - Date     Condition        Report By
 LV0067  HISTORY     - 1930     MONUMENTED       CGS
 LV0067  HISTORY     - 1967     GOOD             CGS
 LV0067  HISTORY     - 1988     GOOD             NGS
 LV0067
 LV0067                          STATION DESCRIPTION
 LV0067
 LV0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0067'13.9 MI S FROM CRESCENT CITY.
 LV0067'13.6 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION OF
 LV0067'FRONT STREET AT CRESCENT CITY, THENCE 0.3 MILE NORTHEAST ALONG
 LV0067'FORMER U.S. HIGHWAY 101, IN THE TOP OF THE NORTHWEST END OF THE
 LV0067'SOUTHWEST CONCRETE CURB OF BRIDGE OVER WILSON CREEK, 9 FEET
 LV0067'SOUTHWEST OF THE CENTER LINE OF THE FORMER HIGHWAY, AND ABOUT
 LV0067'1 FOOT HIGHER THAN THE HIGHWAY.
 LV0067
 LV0067                          STATION RECOVERY (1988)
 LV0067
 LV0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1259 ***********************************************************************
 LU1259  DESIGNATION -  X 101 RESET
 LU1259  PID         -  LU1259
 LU1259  STATE/COUNTY-  CA/HUMBOLDT
 LU1259  USGS QUAD   -  GARBERVILLE (1970)
 LU1259
 LU1259                         *CURRENT SURVEY CONTROL
 LU1259  ___________________________________________________________________
 LU1259* NAD 83(1986)-  40 06 24.     (N)    123 47 42.     (W)     SCALED    
 LU1259* NAVD 88     -       129.482  (meters)     424.81   (feet)  ADJUSTED  
 LU1259  ___________________________________________________________________
 LU1259  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 LU1259  DYNAMIC HT  -         129.411 (meters)     424.58  (feet)  COMP
 LU1259  MODELED GRAV-     980,079.9   (mgal)                       NAVD 88
 LU1259
 LU1259  VERT ORDER  -  FIRST     CLASS II
 LU1259
 LU1259.The horizontal coordinates were scaled from a topographic map and have
 LU1259.an estimated accuracy of +/- 6 seconds.
 LU1259.
 LU1259.The orthometric height was determined by differential leveling and
 LU1259.adjusted in December 1992.
 LU1259
 LU1259.The geoid height was determined by GEOID09.
 LU1259
 LU1259.The dynamic height is computed by dividing the NAVD 88
 LU1259.geopotential number by the normal gravity value computed on the
 LU1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1259.degrees latitude (g = 980.6199 gals.).
 LU1259
 LU1259.The modeled gravity was interpolated from observed gravity values.
 LU1259
 LU1259;                    North         East    Units  Estimated Accuracy
 LU1259;SPC CA 1     -   587,440.    1,846,970.      MT  (+/- 180 meters Scaled)
 LU1259
 LU1259                          SUPERSEDED SURVEY CONTROL
 LU1259
 LU1259  NAVD 88 (06/15/91)  129.482  (m)          424.81   (f) UNKNOWN     1 2
 LU1259  NGVD 29 (12/02/92)  128.556  (m)          421.77   (f) ADJUSTED    1 2
 LU1259
 LU1259.Superseded values are not recommended for survey control.
 LU1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1259.See file dsdata.txt to determine how the superseded data were derived.
 LU1259
 LU1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK322398(NAD 83)
 LU1259
 LU1259_MARKER: DB = BENCH MARK DISK
 LU1259_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1259_SP_SET: ABUTMENT
 LU1259_STAMPING: X 101 RESET 1963
 LU1259_MARK LOGO: CGS   
 LU1259_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1259+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1259
 LU1259  HISTORY     - Date     Condition        Report By
 LU1259  HISTORY     - 1963     MONUMENTED       CGS
 LU1259  HISTORY     - 1967     GOOD             CGS
 LU1259  HISTORY     - 19880330 GOOD             NGS
 LU1259  HISTORY     - 19920729 GOOD             NGS
 LU1259
 LU1259                          STATION DESCRIPTION
 LU1259
 LU1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1259'0.5 MI N FROM GARBERVILLE.
 LU1259'0.5 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1259'GARBERVILLE, AT HIGHWAY MILEAGE 10.26, IN THE TOP OF THE EAST
 LU1259'CONCRETE CURB OF BEAR CREEK BRIDGE 4-04, 9.0 FEET NORTH OF THE
 LU1259'SOUTH END OF THE CURB, 20 FEET EAST OF THE CENTER LINE OF THE
 LU1259'HIGHWAY, 0.1 FOOT WEST OF THE EAST STEEL GUARDRAIL, AND ABOUT
 LU1259'LEVEL WITH THE HIGHWAY.
 LU1259
 LU1259                          STATION RECOVERY (1988)
 LU1259
 LU1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1259'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 LU1259'CHANGE--U.S. HIGHWAY 101 TO REDWOOD DRIVE.
 LU1259
 LU1259                          STATION RECOVERY (1992)
 LU1259
 LU1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1259'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1259'OFFICE IN GARBERVILLE, THENCE 0.9 KM (0.55 MI) NORTHERLY ALONG
 LU1259'REDWOOD DRIVE, IN TOP OF AND 2.7 M (8.9 FT) NORTH OF THE SOUTH END OF
 LU1259'THE EAST CONCRETE ABUTMENT CURB OF A BRIDGE SPANNING BEAR CREEK, AT
 LU1259'MILEPOST 10.26, AND 6.1 M (20.0 FT) EAST OF AND LEVEL WITH THE DRIVE
 LU1259'CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0891 ***********************************************************************
 KT0891  DESIGNATION -  X 1081
 KT0891  PID         -  KT0891
 KT0891  STATE/COUNTY-  CA/MENDOCINO
 KT0891  USGS QUAD   -  LAYTONVILLE (1994)
 KT0891
 KT0891                         *CURRENT SURVEY CONTROL
 KT0891  ___________________________________________________________________
 KT0891* NAD 83(1986)-  39 38 50.     (N)    123 28 33.     (W)     SCALED    
 KT0891* NAVD 88     -       512.41   (+/-2cm)    1681.1    (feet)  VERTCON   
 KT0891  ___________________________________________________________________
 KT0891  GEOID HEIGHT-         -29.56  (meters)                     GEOID09
 KT0891  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0891
 KT0891.The horizontal coordinates were scaled from a topographic map and have
 KT0891.an estimated accuracy of +/- 6 seconds.
 KT0891.
 KT0891.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0891
 KT0891.The vertical order pertains to the NGVD 29 superseded value.
 KT0891
 KT0891.The geoid height was determined by GEOID09.
 KT0891
 KT0891;                    North         East    Units  Estimated Accuracy
 KT0891;SPC CA 2     -   720,890.    1,873,340.      MT  (+/- 180 meters Scaled)
 KT0891
 KT0891                          SUPERSEDED SURVEY CONTROL
 KT0891
 KT0891  NGVD 29 (??/??/92)  511.47   (m)         1678.0    (f) COMPUTED    1 2
 KT0891
 KT0891.Superseded values are not recommended for survey control.
 KT0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0891.See file dsdata.txt to determine how the superseded data were derived.
 KT0891
 KT0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ591887(NAD 83)
 KT0891
 KT0891_MARKER: DB = BENCH MARK DISK
 KT0891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT0891_SP_SET: CULVERT
 KT0891_STAMPING: X 1081 1967
 KT0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT0891
 KT0891  HISTORY     - Date     Condition        Report By
 KT0891  HISTORY     - 1967     MONUMENTED       CGS
 KT0891
 KT0891                          STATION DESCRIPTION
 KT0891
 KT0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0891'2.9 MI S FROM LAYTONVILLE.
 KT0891'2.9 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT0891'AT LAYTONVILLE, 0.25 MILE SOUTH OF THE SCENIC MOTEL AND CAFE,
 KT0891'OF THE NORTHEAST END OF THE NORTHEAST CONCRETE WING WALL OF
 KT0891'6- BY 12-FOOT CULVERT 66.52-10-24, 46 FEET EAST OF THE CENTER
 KT0891'LINE OF THE HIGHWAY, AND ABOUT 6 1/2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1487 ***********************************************************************
 KT1487  DESIGNATION -  X 1082 CAGS
 KT1487  PID         -  KT1487
 KT1487  STATE/COUNTY-  CA/MENDOCINO
 KT1487  USGS QUAD   -  LEGGETT (1994)
 KT1487
 KT1487                         *CURRENT SURVEY CONTROL
 KT1487  ___________________________________________________________________
 KT1487* NAD 83(1986)-  39 50 49.     (N)    123 41 47.     (W)     SCALED    
 KT1487* NAVD 88     -       328.98   (+/-2cm)    1079.3    (feet)  VERTCON   
 KT1487  ___________________________________________________________________
 KT1487  GEOID HEIGHT-         -29.99  (meters)                     GEOID09
 KT1487  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1487
 KT1487.The horizontal coordinates were scaled from a topographic map and have
 KT1487.an estimated accuracy of +/- 6 seconds.
 KT1487.
 KT1487.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1487
 KT1487.The vertical order pertains to the NGVD 29 superseded value.
 KT1487
 KT1487.The geoid height was determined by GEOID09.
 KT1487
 KT1487;                    North         East    Units  Estimated Accuracy
 KT1487;SPC CA 2     -   743,390.    1,854,820.      MT  (+/- 180 meters Scaled)
 KT1487
 KT1487                          SUPERSEDED SURVEY CONTROL
 KT1487
 KT1487  NGVD 29 (??/??/92)  328.063  (m)         1076.32   (f) ADJ UNCH    1 2
 KT1487
 KT1487.Superseded values are not recommended for survey control.
 KT1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1487.See file dsdata.txt to determine how the superseded data were derived.
 KT1487
 KT1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK404110(NAD 83)
 KT1487
 KT1487_MARKER: DB = BENCH MARK DISK
 KT1487_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 KT1487_SP_SET: BRIDGE
 KT1487_STAMPING: X 1082
 KT1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1487
 KT1487  HISTORY     - Date     Condition        Report By
 KT1487  HISTORY     - UNK      MONUMENTED       CGS
 KT1487  HISTORY     - 1967     GOOD             CGS
 KT1487  HISTORY     - 1972     GOOD             USGS
 KT1487
 KT1487                          STATION DESCRIPTION
 KT1487
 KT1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1487'2.4 MI SE FROM LEGGETT.
 KT1487'2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 KT1487'AT LEGGETT, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 KT1487'CONCRETE CURB OF CONCRETE BRIDGE 10-30 J-34+81 OVER BIG DAN
 KT1487'CREEK, 15 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.4
 KT1487'FOOT SOUTHEAST OF THE SOUTHEAST END OF A CONCRETE GUARDRAIL, AND
 KT1487'ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 KT1487
 KT1487                          STATION RECOVERY (1972)
 KT1487
 KT1487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1487'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1242 ***********************************************************************
 LU1242  DESIGNATION -  X 1083
 LU1242  PID         -  LU1242
 LU1242  STATE/COUNTY-  CA/HUMBOLDT
 LU1242  USGS QUAD   -  GARBERVILLE (1970)
 LU1242
 LU1242                         *CURRENT SURVEY CONTROL
 LU1242  ___________________________________________________________________
 LU1242* NAD 83(1986)-  40 01 16.     (N)    123 47 31.     (W)     SCALED    
 LU1242* NAVD 88     -       142.034  (meters)     465.99   (feet)  ADJUSTED  
 LU1242  ___________________________________________________________________
 LU1242  GEOID HEIGHT-         -30.39  (meters)                     GEOID09
 LU1242  DYNAMIC HT  -         141.958 (meters)     465.74  (feet)  COMP
 LU1242  MODELED GRAV-     980,088.0   (mgal)                       NAVD 88
 LU1242
 LU1242  VERT ORDER  -  FIRST     CLASS II
 LU1242
 LU1242.The horizontal coordinates were scaled from a topographic map and have
 LU1242.an estimated accuracy of +/- 6 seconds.
 LU1242.
 LU1242.The orthometric height was determined by differential leveling and
 LU1242.adjusted in June 1991.
 LU1242
 LU1242.The geoid height was determined by GEOID09.
 LU1242
 LU1242.The dynamic height is computed by dividing the NAVD 88
 LU1242.geopotential number by the normal gravity value computed on the
 LU1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1242.degrees latitude (g = 980.6199 gals.).
 LU1242
 LU1242.The modeled gravity was interpolated from observed gravity values.
 LU1242
 LU1242;                    North         East    Units  Estimated Accuracy
 LU1242;SPC CA 1     -   577,940.    1,847,040.      MT  (+/- 180 meters Scaled)
 LU1242
 LU1242                          SUPERSEDED SURVEY CONTROL
 LU1242
 LU1242  NGVD 29 (12/02/92)  141.118  (m)          462.98   (f) ADJUSTED    1 2
 LU1242
 LU1242.Superseded values are not recommended for survey control.
 LU1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1242.See file dsdata.txt to determine how the superseded data were derived.
 LU1242
 LU1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK324304(NAD 83)
 LU1242
 LU1242_MARKER: DB = BENCH MARK DISK
 LU1242_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1242_SP_SET: BRIDGE GUARDRAIL
 LU1242_STAMPING: X 1083 1967
 LU1242_MARK LOGO: CGS   
 LU1242_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1242+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1242
 LU1242  HISTORY     - Date     Condition        Report By
 LU1242  HISTORY     - 1967     MONUMENTED       CGS
 LU1242  HISTORY     - 19880331 GOOD             NGS
 LU1242  HISTORY     - 19920729 GOOD             NGS
 LU1242
 LU1242                          STATION DESCRIPTION
 LU1242
 LU1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1242'3.9 MI N FROM PIERCY.
 LU1242'3.9 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1242'PIERCY, 0.15 MILE NORTH OF RICHARDSON GROVE CAFE AND GIFT SHOP,
 LU1242'IN THE TOP AND 1.5 FEET SOUTH OF THE NORTH END OF THE EAST CONCRETE
 LU1242'GUARDRAIL OF A BRIDGE OVER DURPHY CREEK, 17 FEET EAST OF THE
 LU1242'CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE
 LU1242'HIGHWAY.
 LU1242
 LU1242                          STATION RECOVERY (1988)
 LU1242
 LU1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1242'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.9 KM (7.40
 LU1242'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1242'GARBERVILLE.
 LU1242
 LU1242                          STATION RECOVERY (1992)
 LU1242
 LU1242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1242'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1242'OFFICE IN GARBERVILLE, THENCE 11.9 KM (7.40 MI) SOUTHERLY ALONG U.S.
 LU1242'HIGHWAY 101, IN TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE NORTH END OF
 LU1242'THE EAST CONCRETE BRIDGE RAIL OF A BRIDGE SPANNING DURPHY CREEK, 5.2
 LU1242'M (17.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.1 M
 LU1242'(3.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE BRIDGE RAIL IS
 LU1242'PART OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1280 ***********************************************************************
 LU1280  DESIGNATION -  X 1084
 LU1280  PID         -  LU1280
 LU1280  STATE/COUNTY-  CA/HUMBOLDT
 LU1280  USGS QUAD   -  MIRANDA (1970)
 LU1280
 LU1280                         *CURRENT SURVEY CONTROL
 LU1280  ___________________________________________________________________
 LU1280* NAD 83(1986)-  40 13 10.     (N)    123 48 39.     (W)     SCALED    
 LU1280* NAVD 88     -       102.652  (meters)     336.78   (feet)  ADJUSTED  
 LU1280  ___________________________________________________________________
 LU1280  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 LU1280  DYNAMIC HT  -         102.595 (meters)     336.60  (feet)  COMP
 LU1280  MODELED GRAV-     980,077.7   (mgal)                       NAVD 88
 LU1280
 LU1280  VERT ORDER  -  FIRST     CLASS II
 LU1280
 LU1280.The horizontal coordinates were scaled from a topographic map and have
 LU1280.an estimated accuracy of +/- 6 seconds.
 LU1280.
 LU1280.The orthometric height was determined by differential leveling and
 LU1280.adjusted in December 1992.
 LU1280
 LU1280.The geoid height was determined by GEOID09.
 LU1280
 LU1280.The dynamic height is computed by dividing the NAVD 88
 LU1280.geopotential number by the normal gravity value computed on the
 LU1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1280.degrees latitude (g = 980.6199 gals.).
 LU1280
 LU1280.The modeled gravity was interpolated from observed gravity values.
 LU1280
 LU1280;                    North         East    Units  Estimated Accuracy
 LU1280;SPC CA 1     -   599,990.    1,845,880.      MT  (+/- 180 meters Scaled)
 LU1280
 LU1280                          SUPERSEDED SURVEY CONTROL
 LU1280
 LU1280  NAVD 88 (06/15/91)  102.659  (m)          336.81   (f) UNKNOWN     1 2
 LU1280  NGVD 29 (12/02/92)  101.726  (m)          333.75   (f) ADJUSTED    1 2
 LU1280
 LU1280.Superseded values are not recommended for survey control.
 LU1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1280.See file dsdata.txt to determine how the superseded data were derived.
 LU1280
 LU1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK310524(NAD 83)
 LU1280
 LU1280_MARKER: DB = BENCH MARK DISK
 LU1280_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1280_SP_SET: HEADWALL
 LU1280_STAMPING: X 1084 1967
 LU1280_MARK LOGO: CGS   
 LU1280_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1280+STABILITY: SURFACE MOTION
 LU1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1280+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1280
 LU1280  HISTORY     - Date     Condition        Report By
 LU1280  HISTORY     - 1967     MONUMENTED       CGS
 LU1280  HISTORY     - 19880328 GOOD             NGS
 LU1280  HISTORY     - 19920729 GOOD             NGS
 LU1280
 LU1280                          STATION DESCRIPTION
 LU1280
 LU1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1280'1.7 MI S FROM MIRANDA.
 LU1280'1.7 MILES SOUTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1280'HIGH SCHOOL AT MIRANDA, 0.05 MILE EAST OF THE JUNCTION OF A PAVED
 LU1280'ROAD SOUTHEAST TO THE FREEWAY, 0.05 MILE EAST OF A SERVICE
 LU1280'STATION, IN THE TOP AND 1.0 FOOT WEST OF THE EAST END OF THE
 LU1280'CONCRETE HEAD WALL OF 24-INCH PIPE CULVERT 4.79, 18 FEET NORTH
 LU1280'OF THE CENTER LINE OF THE AVENUE, AND ABOUT LEVEL WITH THE AVENUE.
 LU1280
 LU1280                          STATION RECOVERY (1988)
 LU1280
 LU1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1280'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.5 KM (6.50
 LU1280'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1280'GARBERVILLE, THENCE 7.7 KM (4.80 MI) NORTHERLY ALONG THE AVENUE OF
 LU1280'THE GIANTS.
 LU1280
 LU1280                          STATION RECOVERY (1992)
 LU1280
 LU1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1280'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1280'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1280'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1280'101, THENCE 7.9 KM (4.90 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1280'GIANTS, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE
 LU1280'NORTH CONCRETE HEADWALL OF A PIPE CULVERT AT MILEPOST 4.79, 0.1 KM
 LU1280'(0.05 MI) EAST OF THE INTERSECTION OF A PAVED ROAD LEADING EAST TO
 LU1280'U.S. HIGHWAY 101, AND 5.5 M (18.0 FT) NORTH OF AND LEVEL WITH THE
 LU1280'AVENUE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1483 ***********************************************************************
 LU1483  DESIGNATION -  X 1085
 LU1483  PID         -  LU1483
 LU1483  STATE/COUNTY-  CA/HUMBOLDT
 LU1483  USGS QUAD   -  REDCREST (1969)
 LU1483
 LU1483                         *CURRENT SURVEY CONTROL
 LU1483  ___________________________________________________________________
 LU1483* NAD 83(1986)-  40 23 04.     (N)    123 55 35.     (W)     SCALED    
 LU1483* NAVD 88     -       105.48   (+/-2cm)     346.1    (feet)  VERTCON   
 LU1483  ___________________________________________________________________
 LU1483  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 LU1483  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1483
 LU1483.The horizontal coordinates were scaled from a topographic map and have
 LU1483.an estimated accuracy of +/- 6 seconds.
 LU1483.
 LU1483.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1483
 LU1483.The vertical order pertains to the NGVD 29 superseded value.
 LU1483
 LU1483.The geoid height was determined by GEOID09.
 LU1483
 LU1483;                    North         East    Units  Estimated Accuracy
 LU1483;SPC CA 1     -   618,510.    1,836,450.      MT  (+/- 180 meters Scaled)
 LU1483
 LU1483                          SUPERSEDED SURVEY CONTROL
 LU1483
 LU1483  NGVD 29 (??/??/92)  104.520  (m)          342.91   (f) ADJ UNCH    1 2
 LU1483
 LU1483.Superseded values are not recommended for survey control.
 LU1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1483.See file dsdata.txt to determine how the superseded data were derived.
 LU1483
 LU1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK213708(NAD 83)
 LU1483
 LU1483_MARKER: DB = BENCH MARK DISK
 LU1483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1483_SP_SET: BASIN
 LU1483_STAMPING: X 1085 1967
 LU1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1483
 LU1483  HISTORY     - Date     Condition        Report By
 LU1483  HISTORY     - 1967     MONUMENTED       CGS
 LU1483  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LU1483
 LU1483                          STATION DESCRIPTION
 LU1483
 LU1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1483'10.2 MI N FROM MYERS FLAT.
 LU1483'10.2 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1483'OVERPASS AT MYERS FLAT, IN THE TOP OF THE SOUTHWEST CORNER OF
 LU1483'THE CONCRETE WALL OF CATCH BASIN 38.18, 34 FEET WEST OF THE
 LU1483'CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE
 LU1483'HIGHWAY.
 LU1483
 LU1483                          STATION RECOVERY (1988)
 LU1483
 LU1483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1483'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0236 ***********************************************************************
 LV0236  DESIGNATION -  X 1086
 LV0236  PID         -  LV0236
 LV0236  STATE/COUNTY-  CA/HUMBOLDT
 LV0236  USGS QUAD   -  FORTUNA (1972)
 LV0236
 LV0236                         *CURRENT SURVEY CONTROL
 LV0236  ___________________________________________________________________
 LV0236* NAD 83(1986)-  40 34 55.     (N)    124 09 03.     (W)     SCALED    
 LV0236* NAVD 88     -        14.841  (meters)      48.69   (feet)  ADJUSTED  
 LV0236  ___________________________________________________________________
 LV0236  GEOID HEIGHT-         -30.96  (meters)                     GEOID09
 LV0236  DYNAMIC HT  -          14.834 (meters)      48.67  (feet)  COMP
 LV0236  MODELED GRAV-     980,160.7   (mgal)                       NAVD 88
 LV0236
 LV0236  VERT ORDER  -  FIRST     CLASS II
 LV0236
 LV0236.The horizontal coordinates were scaled from a topographic map and have
 LV0236.an estimated accuracy of +/- 6 seconds.
 LV0236.
 LV0236.The orthometric height was determined by differential leveling and
 LV0236.adjusted in December 1992.
 LV0236
 LV0236.The geoid height was determined by GEOID09.
 LV0236
 LV0236.The dynamic height is computed by dividing the NAVD 88
 LV0236.geopotential number by the normal gravity value computed on the
 LV0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0236.degrees latitude (g = 980.6199 gals.).
 LV0236
 LV0236.The modeled gravity was interpolated from observed gravity values.
 LV0236
 LV0236;                    North         East    Units  Estimated Accuracy
 LV0236;SPC CA 1     -   640,880.    1,817,940.      MT  (+/- 180 meters Scaled)
 LV0236
 LV0236                          SUPERSEDED SURVEY CONTROL
 LV0236
 LV0236  NAVD 88 (06/15/91)   14.860  (m)           48.75   (f) UNKNOWN     1 2
 LV0236  NGVD 29 (12/02/92)   13.858  (m)           45.47   (f) ADJUSTED    1 2
 LV0236
 LV0236.Superseded values are not recommended for survey control.
 LV0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0236.See file dsdata.txt to determine how the superseded data were derived.
 LV0236
 LV0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK026929(NAD 83)
 LV0236
 LV0236_MARKER: DB = BENCH MARK DISK
 LV0236_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0236_SP_SET: WINGWALL
 LV0236_STAMPING: X 1086 1967
 LV0236_MARK LOGO: CGS   
 LV0236_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0236+STABILITY: SURFACE MOTION
 LV0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0236+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0236
 LV0236  HISTORY     - Date     Condition        Report By
 LV0236  HISTORY     - 1967     MONUMENTED       CGS
 LV0236  HISTORY     - 19880224 GOOD             NGS
 LV0236  HISTORY     - 19920728 GOOD             NGS
 LV0236
 LV0236                          STATION DESCRIPTION
 LV0236
 LV0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0236'1.6 MI S FROM FORTUNA.
 LV0236'1.6 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM FORTUNA OVERPASS AT
 LV0236'FORTUNA, AT HIGHWAY MILEAGE 59.94, IN THE TOP AND 1.0 FOOT NORTHWEST
 LV0236'OF THE SOUTHEAST END OF THE SOUTHEAST CONCRETE WING WALL OF
 LV0236'BRIDGE 4-107 OVER STRONGS CREEK, 34 FEET EAST OF THE CENTER LINE OF
 LV0236'THE EAST LANES OF THE HIGHWAY, 26 FEET SOUTHEAST OF THE SOUTH END
 LV0236'OF THE EAST GUARDRAIL OF BRIDGE, AND ABOUT 1 1/2 FEET LOWER THAN
 LV0236'THE HIGHWAY.
 LV0236
 LV0236                          STATION RECOVERY (1988)
 LV0236
 LV0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0236'RECOVERED IN GOOD CONDITION.
 LV0236
 LV0236                          STATION RECOVERY (1992)
 LV0236
 LV0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0236'2.6 KM (1.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0236'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, IN
 LV0236'TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 LV0236'SOUTHEAST CONCRETE WINGWALL OF A BRIDGE SPANNING STRONGS CREEK, 10.4
 LV0236'M (34.1 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LV0236'HIGHWAY, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0292 ***********************************************************************
 LV0292  DESIGNATION -  X 1087
 LV0292  PID         -  LV0292
 LV0292  STATE/COUNTY-  CA/HUMBOLDT
 LV0292  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0292
 LV0292                         *CURRENT SURVEY CONTROL
 LV0292  ___________________________________________________________________
 LV0292* NAD 83(1986)-  40 48 53.     (N)    124 06 16.     (W)     SCALED    
 LV0292* NAVD 88     -         1.80   (+/-2cm)       5.9    (feet)  VERTCON   
 LV0292  ___________________________________________________________________
 LV0292  GEOID HEIGHT-         -30.37  (meters)                     GEOID09
 LV0292  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0292
 LV0292.The horizontal coordinates were scaled from a topographic map and have
 LV0292.an estimated accuracy of +/- 6 seconds.
 LV0292.
 LV0292.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0292
 LV0292.The vertical order pertains to the NGVD 29 superseded value.
 LV0292
 LV0292.The geoid height was determined by GEOID09.
 LV0292
 LV0292;                    North         East    Units  Estimated Accuracy
 LV0292;SPC CA 1     -   666,620.    1,822,480.      MT  (+/- 180 meters Scaled)
 LV0292
 LV0292                          SUPERSEDED SURVEY CONTROL
 LV0292
 LV0292  NGVD 29 (??/??/??)    0.781  (m)            2.56   (f) ADJUSTED    1 2
 LV0292
 LV0292.Superseded values are not recommended for survey control.
 LV0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0292.See file dsdata.txt to determine how the superseded data were derived.
 LV0292
 LV0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL068187(NAD 83)
 LV0292
 LV0292_MARKER: DB = BENCH MARK DISK
 LV0292_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0292_SP_SET: CULVERT
 LV0292_STAMPING: X 1087 1967
 LV0292_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0292
 LV0292  HISTORY     - Date     Condition        Report By
 LV0292  HISTORY     - 1967     MONUMENTED       CGS
 LV0292
 LV0292                          STATION DESCRIPTION
 LV0292
 LV0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0292'3.3 MI NE FROM EUREKA.
 LV0292'3.3 MILES NORTHEAST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 LV0292'AT EUREKA, 3.8 MILES SOUTH OF FOURTH STREET OVERPASS AT ARCATA,
 LV0292'0.15 MILE NORTHEAST OF THE CROSSING OF A ROAD AND ARCATA REDWOOD
 LV0292'COMPANY LUMBER YARD, IN THE TOP AND 1.0 FOOT NORTHEAST OF THE
 LV0292'SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF CULVERT
 LV0292'82.00, BETWEEN THE TRAFFIC LANES OF THE HIGHWAY, 68 FEET SOUTHEAST
 LV0292'OF THE CENTER LINE OF THE NORTHWEST LANES, 36 FEET NORTHWEST OF
 LV0292'THE CENTER LINE OF THE SOUTHEAST LANES, AND ABOUT 4 FEET LOWER
 LV0292'THAN THE NORTH BOUND LANES.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0164 ***********************************************************************
 LV0164  DESIGNATION -  X 1088
 LV0164  PID         -  LV0164
 LV0164  STATE/COUNTY-  CA/HUMBOLDT
 LV0164  USGS QUAD   -  TRINIDAD (1978)
 LV0164
 LV0164                         *CURRENT SURVEY CONTROL
 LV0164  ___________________________________________________________________
 LV0164* NAD 83(1986)-  41 08 27.     (N)    124 08 14.     (W)     SCALED    
 LV0164* NAVD 88     -       119.130  (meters)     390.85   (feet)  ADJUSTED  
 LV0164  ___________________________________________________________________
 LV0164  GEOID HEIGHT-         -29.90  (meters)                     GEOID09
 LV0164  DYNAMIC HT  -         119.083 (meters)     390.69  (feet)  COMP
 LV0164  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 LV0164
 LV0164  VERT ORDER  -  FIRST     CLASS II
 LV0164
 LV0164.The horizontal coordinates were scaled from a topographic map and have
 LV0164.an estimated accuracy of +/- 6 seconds.
 LV0164.
 LV0164.The orthometric height was determined by differential leveling and
 LV0164.adjusted in June 1991.
 LV0164
 LV0164.WARNING-Repeat measurements at this control monument indicate possible
 LV0164.vertical movement.
 LV0164
 LV0164.The geoid height was determined by GEOID09.
 LV0164
 LV0164.The dynamic height is computed by dividing the NAVD 88
 LV0164.geopotential number by the normal gravity value computed on the
 LV0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0164.degrees latitude (g = 980.6199 gals.).
 LV0164
 LV0164.The modeled gravity was interpolated from observed gravity values.
 LV0164
 LV0164;                    North         East    Units  Estimated Accuracy
 LV0164;SPC CA 1     -   702,890.    1,820,600.      MT  (+/- 180 meters Scaled)
 LV0164
 LV0164                          SUPERSEDED SURVEY CONTROL
 LV0164
 LV0164  NGVD 29 (12/02/92)  118.083  (m)          387.41   (f) ADJUSTED    1 2
 LV0164
 LV0164.Superseded values are not recommended for survey control.
 LV0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0164.See file dsdata.txt to determine how the superseded data were derived.
 LV0164
 LV0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL045550(NAD 83)
 LV0164
 LV0164_MARKER: DB = BENCH MARK DISK
 LV0164_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0164_SP_SET: CATCH BASIN
 LV0164_STAMPING: X 1088 1967
 LV0164_MARK LOGO: CGS   
 LV0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0164
 LV0164  HISTORY     - Date     Condition        Report By
 LV0164  HISTORY     - 1967     MONUMENTED       CGS
 LV0164  HISTORY     - 1988     GOOD             NGS
 LV0164
 LV0164                          STATION DESCRIPTION
 LV0164
 LV0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0164'6.2 MI N FROM TRINIDAD.
 LV0164'6.2 MILES NORTH ALONG U.S. HIGHWAY 101 FROM TRINIDAD UNDERPASS
 LV0164'AT TRINIDAD, 0.3 MILE SOUTH OF THE NORTH END OF A LOOP OF THE
 LV0164'ALIGNMENT OF FORMER HIGHWAY, IN THE TOP OF THE WEST CORNER OF
 LV0164'4- BY 4-FOOT CONCRETE CATCH BASIN 106.98, 18 FEET SOUTHEAST OF
 LV0164'THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN
 LV0164'THE HIGHWAY.
 LV0164
 LV0164                          STATION RECOVERY (1988)
 LV0164
 LV0164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0126 ***********************************************************************
 LV0126  DESIGNATION -  X 1089
 LV0126  PID         -  LV0126
 LV0126  STATE/COUNTY-  CA/DEL NORTE
 LV0126  USGS QUAD   -  CRESCENT CITY (1978)
 LV0126
 LV0126                         *CURRENT SURVEY CONTROL
 LV0126  ___________________________________________________________________
 LV0126* NAD 83(1986)-  41 46 04.     (N)    124 14 07.     (W)     SCALED    
 LV0126* NAVD 88     -         2.566  (meters)       8.42   (feet)  POSTED    
 LV0126  ___________________________________________________________________
 LV0126  GEOID HEIGHT-         -28.82  (meters)                     GEOID09
 LV0126  DYNAMIC HT  -           2.57  (meters)       8.4   (feet)  COMP
 LV0126  MODELED GRAV-     980,293.0   (mgal)                       NAVD 88
 LV0126
 LV0126  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 LV0126
 LV0126.The horizontal coordinates were scaled from a topographic map and have
 LV0126.an estimated accuracy of +/- 6 seconds.
 LV0126.
 LV0126.The orthometric height was determined by differential leveling
 LV0126.and adjusted by the  in 1992.
 LV0126
 LV0126.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 LV0126.was located on a no-check spur therefore a value was not computed.
 LV0126
 LV0126.No vertical observational check was made to the station.
 LV0126
 LV0126.The geoid height was determined by GEOID09.
 LV0126
 LV0126.The dynamic height is computed by dividing the NAVD 88
 LV0126.geopotential number by the normal gravity value computed on the
 LV0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0126.degrees latitude (g = 980.6199 gals.).
 LV0126
 LV0126.The modeled gravity was interpolated from observed gravity values.
 LV0126
 LV0126;                    North         East    Units  Estimated Accuracy
 LV0126;SPC CA 1     -   772,700.    1,814,150.      MT  (+/- 180 meters Scaled)
 LV0126
 LV0126                          SUPERSEDED SURVEY CONTROL
 LV0126
 LV0126  NGVD 29 (??/??/??)    1.539  (m)            5.05   (f) ADJUSTED    1 2
 LV0126
 LV0126.Superseded values are not recommended for survey control.
 LV0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0126.See file dsdata.txt to determine how the superseded data were derived.
 LV0126
 LV0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM973247(NAD 83)
 LV0126
 LV0126_MARKER: DB = BENCH MARK DISK
 LV0126_SETTING: 66 = SET IN ROCK OUTCROP
 LV0126_SP_SET: ROCK OUTCROP
 LV0126_STAMPING: X 1089 1967
 LV0126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0126+STABILITY: POSITION/ELEVATION WELL
 LV0126
 LV0126  HISTORY     - Date     Condition        Report By
 LV0126  HISTORY     - 1967     MONUMENTED       CGS
 LV0126  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0126
 LV0126                          STATION DESCRIPTION
 LV0126
 LV0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0126'AT CRESCENT CITY.
 LV0126'AT CRESCENT CITY, ALONG PEBBLE BEACH DRIVE, 1.0 MILE NORTH OF
 LV0126'THE JUNCTION OF PACIFIC AVENUE, 0.3 MILE SOUTH OF THE INTERSECTION
 LV0126'OF WASHINGTON BOULEVARD, ON THE BEACH NEAR THE SOUTH END OF A
 LV0126'LARGE TURNOUT, IN THE TOP OF A 45- BY 45-FOOT OUTCROP PROJECTING
 LV0126'ABOUT 5 FEET, ABOUT 180 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LV0126'DRIVE, ABOUT 100 FEET SOUTHWEST OF THE HIGH WATER MARK, 2.0 FEET
 LV0126'SOUTHEAST OF A WITNESS POST CEMENTED IN THE OUTCROP, AND ABOUT 12
 LV0126'FEET LOWER THAN THE DRIVE.
 LV0126
 LV0126                          STATION RECOVERY (1988)
 LV0126
 LV0126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0065 ***********************************************************************
 LV0065  DESIGNATION -  X 1090
 LV0065  PID         -  LV0065
 LV0065  STATE/COUNTY-  CA/DEL NORTE
 LV0065  USGS QUAD   -  REQUA (1966)
 LV0065
 LV0065                         *CURRENT SURVEY CONTROL
 LV0065  ___________________________________________________________________
 LV0065* NAD 83(1986)-  41 35 09.     (N)    124 05 30.     (W)     SCALED    
 LV0065* NAVD 88     -        11.694  (meters)      38.37   (feet)  ADJUSTED  
 LV0065  ___________________________________________________________________
 LV0065  GEOID HEIGHT-         -28.76  (meters)                     GEOID09
 LV0065  DYNAMIC HT  -          11.689 (meters)      38.35  (feet)  COMP
 LV0065  MODELED GRAV-     980,261.7   (mgal)                       NAVD 88
 LV0065
 LV0065  VERT ORDER  -  FIRST     CLASS II
 LV0065
 LV0065.The horizontal coordinates were scaled from a topographic map and have
 LV0065.an estimated accuracy of +/- 6 seconds.
 LV0065.
 LV0065.The orthometric height was determined by differential leveling and
 LV0065.adjusted in June 1991.
 LV0065
 LV0065.The geoid height was determined by GEOID09.
 LV0065
 LV0065.The dynamic height is computed by dividing the NAVD 88
 LV0065.geopotential number by the normal gravity value computed on the
 LV0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0065.degrees latitude (g = 980.6199 gals.).
 LV0065
 LV0065.The modeled gravity was interpolated from observed gravity values.
 LV0065
 LV0065;                    North         East    Units  Estimated Accuracy
 LV0065;SPC CA 1     -   752,200.    1,825,610.      MT  (+/- 180 meters Scaled)
 LV0065
 LV0065                          SUPERSEDED SURVEY CONTROL
 LV0065
 LV0065  NGVD 29 (??/??/??)   10.668  (m)           35.00   (f) ADJUSTED    1 2
 LV0065
 LV0065.Superseded values are not recommended for survey control.
 LV0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0065.See file dsdata.txt to determine how the superseded data were derived.
 LV0065
 LV0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM090043(NAD 83)
 LV0065
 LV0065_MARKER: DB = BENCH MARK DISK
 LV0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0065_SP_SET: CULVERT
 LV0065_STAMPING: X 1090 1967
 LV0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0065
 LV0065  HISTORY     - Date     Condition        Report By
 LV0065  HISTORY     - 1967     MONUMENTED       CGS
 LV0065  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0065
 LV0065                          STATION DESCRIPTION
 LV0065
 LV0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0065'15.4 MI S FROM CRESCENT CITY.
 LV0065'15.45 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0065'OF FRONT STREET AT CRESCENT CITY, 0.35 MILE NORTHWEST OF THE
 LV0065'ENTRANCE TO THE TREES OF MYSTERY, IN THE TOP AND 1.0 FOOT
 LV0065'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL
 LV0065'OF CULVERT 11.22, 18 FEET NORTHEAST OF THE CENTER LINE OF THE
 LV0065'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0065
 LV0065                          STATION RECOVERY (1988)
 LV0065
 LV0065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0065'THERE IS A NEW STORM DRAIN AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0347 ***********************************************************************
 LV0347  DESIGNATION -  X 1091
 LV0347  PID         -  LV0347
 LV0347  STATE/COUNTY-  CA/HUMBOLDT
 LV0347  USGS QUAD   -  EUREKA (1972)
 LV0347
 LV0347                         *CURRENT SURVEY CONTROL
 LV0347  ___________________________________________________________________
 LV0347* NAD 83(1986)-  40 51 06.     (N)    124 09 45.     (W)     SCALED    
 LV0347* NAVD 88     -         5.709  (meters)      18.73   (feet)  ADJUSTED  
 LV0347  ___________________________________________________________________
 LV0347  GEOID HEIGHT-         -30.59  (meters)                     GEOID09
 LV0347  DYNAMIC HT  -           5.706 (meters)      18.72  (feet)  COMP
 LV0347  MODELED GRAV-     980,211.2   (mgal)                       NAVD 88
 LV0347
 LV0347  VERT ORDER  -  FIRST     CLASS II
 LV0347
 LV0347.The horizontal coordinates were scaled from a topographic map and have
 LV0347.an estimated accuracy of +/- 6 seconds.
 LV0347.
 LV0347.The orthometric height was determined by differential leveling and
 LV0347.adjusted in June 1991.
 LV0347
 LV0347.The geoid height was determined by GEOID09.
 LV0347
 LV0347.The dynamic height is computed by dividing the NAVD 88
 LV0347.geopotential number by the normal gravity value computed on the
 LV0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0347.degrees latitude (g = 980.6199 gals.).
 LV0347
 LV0347.The modeled gravity was interpolated from observed gravity values.
 LV0347
 LV0347;                    North         East    Units  Estimated Accuracy
 LV0347;SPC CA 1     -   670,840.    1,817,690.      MT  (+/- 180 meters Scaled)
 LV0347
 LV0347                          SUPERSEDED SURVEY CONTROL
 LV0347
 LV0347  NGVD 29 (12/02/92)    4.686  (m)           15.37   (f) ADJUSTED    1 2
 LV0347
 LV0347.Superseded values are not recommended for survey control.
 LV0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0347.See file dsdata.txt to determine how the superseded data were derived.
 LV0347
 LV0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL020229(NAD 83)
 LV0347
 LV0347_MARKER: DB = BENCH MARK DISK
 LV0347_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0347_SP_SET: SIGN FOUNDATION
 LV0347_STAMPING: X 1091 1967
 LV0347_MARK LOGO: CGS   
 LV0347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0347
 LV0347  HISTORY     - Date     Condition        Report By
 LV0347  HISTORY     - 1967     MONUMENTED       CGS
 LV0347  HISTORY     - 19880216 GOOD             NGS
 LV0347
 LV0347                          STATION DESCRIPTION
 LV0347
 LV0347'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0347'4.5 MI W FROM ARCATA.
 LV0347'4.5 MILES WEST ALONG SAMOA ROAD FROM THE INTERSECTION OF H
 LV0347'STREET AT ARCATA, AT MANILA, AT THE INTERSECTION OF LUPIN
 LV0347'DRIVE, IN THE TOP OF THE CONCRETE FOUNDATION OF A LARGE RICHFIELD
 LV0347'SIGN, 132 FEET EAST OF THE CENTER LINE OF THE ROAD, 39 FEET
 LV0347'SOUTH OF THE CENTER LINE OF THE DRIVE, 46 FEET NORTHWEST OF
 LV0347'THE NORTHWEST CORNER OF THE SERVICE STATION BUILDING, 1.0 FOOT
 LV0347'SOUTH OF THE 12-INCH STEEL SIGN POLE, AND ABOUT LEVEL WITH THE
 LV0347'ROAD.
 LV0347
 LV0347                          STATION RECOVERY (1988)
 LV0347
 LV0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0347'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  7.9 KM (4.90
 LV0347'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE JUNCTION OF U.S.
 LV0347'HIGHWAY 101 IN ARCATA.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0064 ***********************************************************************
 LV0064  DESIGNATION -  X 73
 LV0064  PID         -  LV0064
 LV0064  STATE/COUNTY-  CA/DEL NORTE
 LV0064  USGS QUAD   -  REQUA (1966)
 LV0064
 LV0064                         *CURRENT SURVEY CONTROL
 LV0064  ___________________________________________________________________
 LV0064* NAD 83(1986)-  41 34 53.     (N)    124 04 46.     (W)     SCALED    
 LV0064* NAVD 88     -        18.701  (meters)      61.35   (feet)  ADJUSTED  
 LV0064  ___________________________________________________________________
 LV0064  GEOID HEIGHT-         -28.71  (meters)                     GEOID09
 LV0064  DYNAMIC HT  -          18.694 (meters)      61.33  (feet)  COMP
 LV0064  MODELED GRAV-     980,253.1   (mgal)                       NAVD 88
 LV0064
 LV0064  VERT ORDER  -  FIRST     CLASS II
 LV0064
 LV0064.The horizontal coordinates were scaled from a topographic map and have
 LV0064.an estimated accuracy of +/- 6 seconds.
 LV0064.
 LV0064.The orthometric height was determined by differential leveling and
 LV0064.adjusted in June 1991.
 LV0064
 LV0064.The geoid height was determined by GEOID09.
 LV0064
 LV0064.The dynamic height is computed by dividing the NAVD 88
 LV0064.geopotential number by the normal gravity value computed on the
 LV0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0064.degrees latitude (g = 980.6199 gals.).
 LV0064
 LV0064.The modeled gravity was interpolated from observed gravity values.
 LV0064
 LV0064;                    North         East    Units  Estimated Accuracy
 LV0064;SPC CA 1     -   751,680.    1,826,610.      MT  (+/- 180 meters Scaled)
 LV0064
 LV0064                          SUPERSEDED SURVEY CONTROL
 LV0064
 LV0064  NGVD 29 (??/??/??)   17.675  (m)           57.99   (f) ADJUSTED    1 2
 LV0064
 LV0064.Superseded values are not recommended for survey control.
 LV0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0064.See file dsdata.txt to determine how the superseded data were derived.
 LV0064
 LV0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM100038(NAD 83)
 LV0064
 LV0064_MARKER: DB = BENCH MARK DISK
 LV0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0064_SP_SET: CULVERT
 LV0064_STAMPING: X 73 1930 57.260
 LV0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0064
 LV0064  HISTORY     - Date     Condition        Report By
 LV0064  HISTORY     - 1930     MONUMENTED       CGS
 LV0064  HISTORY     - 1967     GOOD             CGS
 LV0064  HISTORY     - 1974     GOOD             NGS
 LV0064  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0064
 LV0064                          STATION DESCRIPTION
 LV0064
 LV0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0064'16.2 MI S FROM CRESCENT CITY.
 LV0064'16.15 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION OF
 LV0064'FRONT STREET AT CRESCENT CITY, 0.4 MILE SOUTHEAST OF THE ENTRANCE
 LV0064'TO THE TREES OF MYSTERY, IN THE TOP OF THE EAST WING WALL OF
 LV0064'CULVERT 10.50, 2.9 FEET WEST OF THE EAST END OF THE WING WALL, 27
 LV0064'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 230 FEET
 LV0064'NORTHWEST OF THE CENTER LINE OF A DRIVEWAY NORTHEAST, AND ABOUT
 LV0064'2 FEET LOWER THAN THE HIGHWAY.
 LV0064
 LV0064                          STATION RECOVERY (1974)
 LV0064
 LV0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LV0064'RECOVERED IN GOOD CONDITION.
 LV0064
 LV0064                          STATION RECOVERY (1988)
 LV0064
 LV0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0064'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1255 ***********************************************************************
 LU1255  DESIGNATION -  XX 101
 LU1255  PID         -  LU1255
 LU1255  STATE/COUNTY-  CA/HUMBOLDT
 LU1255  USGS QUAD   -  GARBERVILLE (1970)
 LU1255
 LU1255                         *CURRENT SURVEY CONTROL
 LU1255  ___________________________________________________________________
 LU1255* NAD 83(1986)-  40 06 04.     (N)    123 47 41.     (W)     SCALED    
 LU1255* NAVD 88     -       163.344  (meters)     535.90   (feet)  ADJUSTED  
 LU1255  ___________________________________________________________________
 LU1255  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 LU1255  DYNAMIC HT  -         163.255 (meters)     535.61  (feet)  COMP
 LU1255  MODELED GRAV-     980,080.0   (mgal)                       NAVD 88
 LU1255
 LU1255  VERT ORDER  -  FIRST     CLASS II
 LU1255
 LU1255.The horizontal coordinates were scaled from a topographic map and have
 LU1255.an estimated accuracy of +/- 6 seconds.
 LU1255.
 LU1255.The orthometric height was determined by differential leveling and
 LU1255.adjusted in December 1992.
 LU1255
 LU1255.The geoid height was determined by GEOID09.
 LU1255
 LU1255.The dynamic height is computed by dividing the NAVD 88
 LU1255.geopotential number by the normal gravity value computed on the
 LU1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1255.degrees latitude (g = 980.6199 gals.).
 LU1255
 LU1255.The modeled gravity was interpolated from observed gravity values.
 LU1255
 LU1255;                    North         East    Units  Estimated Accuracy
 LU1255;SPC CA 1     -   586,820.    1,846,980.      MT  (+/- 180 meters Scaled)
 LU1255
 LU1255                          SUPERSEDED SURVEY CONTROL
 LU1255
 LU1255  NAVD 88 (06/15/91)  163.344  (m)          535.90   (f) UNKNOWN     1 2
 LU1255  NGVD 29 (12/02/92)  162.420  (m)          532.87   (f) ADJUSTED    1 2
 LU1255
 LU1255.Superseded values are not recommended for survey control.
 LU1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1255.See file dsdata.txt to determine how the superseded data were derived.
 LU1255
 LU1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK322392(NAD 83)
 LU1255
 LU1255_MARKER: DB = BENCH MARK DISK
 LU1255_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LU1255_SP_SET: SIDEWALK
 LU1255_STAMPING: XX 101 1931 532.486
 LU1255_MARK LOGO: CGS   
 LU1255_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1255+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1255
 LU1255  HISTORY     - Date     Condition        Report By
 LU1255  HISTORY     - 1931     MONUMENTED       CGS
 LU1255  HISTORY     - 1967     GOOD             CGS
 LU1255  HISTORY     - 19880330 GOOD             NGS
 LU1255  HISTORY     - 19920729 GOOD             NGS
 LU1255
 LU1255                          STATION DESCRIPTION
 LU1255
 LU1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1255'AT GARBERVILLE.
 LU1255'AT GARBERVILLE, 0.1 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE
 LU1255'POST OFFICE, ABOUT MIDWAY BETWEEN CHURCH AND CONGER STREETS, IN
 LU1255'TOP OF THE SIDEWALK, 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LU1255'62 FEET NORTH OF THE ENTRANCE TO A THEATER, 12 FEET NORTH OF A
 LU1255'POWER POLE AND PARKING METER NO. 6, 3.0 FEET NORTH OF THE
 LU1255'NORTHEAST CORNER OF A 3- BY 5-FOOT STEEL MANHOLE COVER, 1.0 FOOT
 LU1255'WEST OF THE WEST CURB OF THE HIGHWAY.
 LU1255
 LU1255                          STATION RECOVERY (1988)
 LU1255
 LU1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1255'RECOVERED IN GOOD CONDITION.
 LU1255
 LU1255                          STATION RECOVERY (1992)
 LU1255
 LU1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1255'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1255'OFFICE IN GARBERVILLE, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG
 LU1255'REDWOOD DRIVE, IN A CONCRETE SIDEWALK MIDWAY BETWEEN CHURCH AND
 LU1255'CONGER STREETS, 18.9 M (62.0 FT) NORTH OF AN ENTRANCE TO A MOVIE
 LU1255'THEATER, 12.2 M (40.0 FT) WEST OF THE CENTERLINE OF THE DRIVE, 3.3 M
 LU1255'(10.8 FT) NORTH OF A STREET LIGHT, 1.0 M (3.3 FT) NORTH OF THE
 LU1255'NORTHEAST CORNER OF A MANHOLE COVER, AND 0.3 M (1.0 FT) WEST OF THE
 LU1255'WEST CURB OF THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1253 ***********************************************************************
 LU1253  DESIGNATION -  Y 101
 LU1253  PID         -  LU1253
 LU1253  STATE/COUNTY-  CA/HUMBOLDT
 LU1253  USGS QUAD   -  GARBERVILLE (1970)
 LU1253
 LU1253                         *CURRENT SURVEY CONTROL
 LU1253  ___________________________________________________________________
 LU1253* NAD 83(1986)-  40 05 49.     (N)    123 47 40.     (W)     SCALED    
 LU1253* NAVD 88     -       173.79   (+/-2cm)     570.2    (feet)  VERTCON   
 LU1253  ___________________________________________________________________
 LU1253  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 LU1253  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1253
 LU1253.The horizontal coordinates were scaled from a topographic map and have
 LU1253.an estimated accuracy of +/- 6 seconds.
 LU1253.
 LU1253.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1253
 LU1253.The vertical order pertains to the NGVD 29 superseded value.
 LU1253
 LU1253.The geoid height was determined by GEOID09.
 LU1253
 LU1253;                    North         East    Units  Estimated Accuracy
 LU1253;SPC CA 1     -   586,360.    1,847,000.      MT  (+/- 180 meters Scaled)
 LU1253
 LU1253                          SUPERSEDED SURVEY CONTROL
 LU1253
 LU1253  NGVD 29 (??/??/92)  172.865  (m)          567.14   (f) ADJ UNCH    1 2
 LU1253
 LU1253.Superseded values are not recommended for survey control.
 LU1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1253.See file dsdata.txt to determine how the superseded data were derived.
 LU1253
 LU1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK322388(NAD 83)
 LU1253
 LU1253_MARKER: DD = SURVEY DISK
 LU1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU1253_STAMPING: Y 101 1931
 LU1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1253+STABILITY: SURFACE MOTION
 LU1253
 LU1253  HISTORY     - Date     Condition        Report By
 LU1253  HISTORY     - 1931     MONUMENTED       CADT
 LU1253  HISTORY     - 1967     GOOD             CGS
 LU1253  HISTORY     - 1969     MARK NOT FOUND   USGS
 LU1253  HISTORY     - 19880714 MARK NOT FOUND   NGS
 LU1253
 LU1253                          STATION DESCRIPTION
 LU1253
 LU1253'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1253'AT GARBERVILLE.
 LU1253'AT GARBERVILLE, 0.2 MILE SOUTH ALONG U.S. HIGHWAY 101 FROM THE
 LU1253'POST OFFICE, AT THE SOUTH EDGE OF TOWN, AT THE SOUTH EDGE OF THE
 LU1253'PROPERTY OF GARBERVILLE MOTEL, ACROSS THE HIGHWAY FROM RANCHO MOTEL,
 LU1253'48 FEET WEST OF THE CENTER LINE OF THE HIGHWAY (MAIN STREET), 94
 LU1253'FEET EAST OF THE EAST RIGHT-OF-WAY FENCE OF THE FREEWAY, 25 FEET
 LU1253'EAST OF A 36-INCH FIR TREE, 15 FEET NORTH OF THE CENTER LINE OF AN
 LU1253'ABANDONED PAVED DRIVEWAY WEST, ABOUT LEVEL WITH THE HIGHWAY, AND
 LU1253'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE
 LU1253'GROUND.
 LU1253
 LU1253                          STATION RECOVERY (1969)
 LU1253
 LU1253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LU1253'MARK NOT FOUND.
 LU1253
 LU1253                          STATION RECOVERY (1988)
 LU1253
 LU1253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1253'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1493 ***********************************************************************
 KT1493  DESIGNATION -  Y 1082
 KT1493  PID         -  KT1493
 KT1493  STATE/COUNTY-  CA/MENDOCINO
 KT1493  USGS QUAD   -  LEGGETT (1994)
 KT1493
 KT1493                         *CURRENT SURVEY CONTROL
 KT1493  ___________________________________________________________________
 KT1493* NAD 83(1986)-  39 51 23.     (N)    123 43 02.     (W)     SCALED    
 KT1493* NAVD 88     -       339.66   (+/-2cm)    1114.4    (feet)  VERTCON   
 KT1493  ___________________________________________________________________
 KT1493  GEOID HEIGHT-         -30.06  (meters)                     GEOID09
 KT1493  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1493
 KT1493.The horizontal coordinates were scaled from a topographic map and have
 KT1493.an estimated accuracy of +/- 6 seconds.
 KT1493.
 KT1493.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1493
 KT1493.The vertical order pertains to the NGVD 29 superseded value.
 KT1493
 KT1493.The geoid height was determined by GEOID09.
 KT1493
 KT1493;                    North         East    Units  Estimated Accuracy
 KT1493;SPC CA 2     -   744,470.    1,853,060.      MT  (+/- 180 meters Scaled)
 KT1493
 KT1493                          SUPERSEDED SURVEY CONTROL
 KT1493
 KT1493  NGVD 29 (??/??/92)  338.745  (m)         1111.37   (f) ADJ UNCH    1 2
 KT1493
 KT1493.Superseded values are not recommended for survey control.
 KT1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1493.See file dsdata.txt to determine how the superseded data were derived.
 KT1493
 KT1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK386120(NAD 83)
 KT1493
 KT1493_MARKER: DB = BENCH MARK DISK
 KT1493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1493_SP_SET: CULVERT
 KT1493_STAMPING: Y 1082 1967
 KT1493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1493
 KT1493  HISTORY     - Date     Condition        Report By
 KT1493  HISTORY     - 1967     MONUMENTED       CGS
 KT1493  HISTORY     - 1972     GOOD             USGS
 KT1493
 KT1493                          STATION DESCRIPTION
 KT1493
 KT1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1493'0.9 MI S FROM LEGGETT.
 KT1493'0.9 MILE SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1493'LEGGETT, 0.35 MILE SOUTH OF THE ENTRANCE TO THE DRIVE-THRU-TREE,
 KT1493'IN THE TOP OF THE CENTER OF THE CONCRETE HEAD WALL OF 2- BY
 KT1493'3-FOOT BOX CULVERT 91.39, 34 FEET EAST OF THE CENTER LINE OF THE
 KT1493'HIGHWAY, 6 FEET NORTHEAST OF THE NORTHEAST SIDE OF A GIANT
 KT1493'REDWOOD TREE, AND ABOUT 7 FEET LOWER THAN THE HIGHWAY.
 KT1493
 KT1493                          STATION RECOVERY (1972)
 KT1493
 KT1493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1493'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1243 ***********************************************************************
 LU1243  DESIGNATION -  Y 1083
 LU1243  PID         -  LU1243
 LU1243  STATE/COUNTY-  CA/HUMBOLDT
 LU1243  USGS QUAD   -  GARBERVILLE (1970)
 LU1243
 LU1243                         *CURRENT SURVEY CONTROL
 LU1243  ___________________________________________________________________
 LU1243* NAD 83(1986)-  40 02 10.     (N)    123 47 21.     (W)     SCALED    
 LU1243* NAVD 88     -       154.779  (meters)     507.80   (feet)  ADJUSTED  
 LU1243  ___________________________________________________________________
 LU1243  GEOID HEIGHT-         -30.40  (meters)                     GEOID09
 LU1243  DYNAMIC HT  -         154.694 (meters)     507.53  (feet)  COMP
 LU1243  MODELED GRAV-     980,078.0   (mgal)                       NAVD 88
 LU1243
 LU1243  VERT ORDER  -  FIRST     CLASS II
 LU1243
 LU1243.The horizontal coordinates were scaled from a topographic map and have
 LU1243.an estimated accuracy of +/- 6 seconds.
 LU1243.
 LU1243.The orthometric height was determined by differential leveling and
 LU1243.adjusted in June 1991.
 LU1243
 LU1243.The geoid height was determined by GEOID09.
 LU1243
 LU1243.The dynamic height is computed by dividing the NAVD 88
 LU1243.geopotential number by the normal gravity value computed on the
 LU1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1243.degrees latitude (g = 980.6199 gals.).
 LU1243
 LU1243.The modeled gravity was interpolated from observed gravity values.
 LU1243
 LU1243;                    North         East    Units  Estimated Accuracy
 LU1243;SPC CA 1     -   579,600.    1,847,310.      MT  (+/- 180 meters Scaled)
 LU1243
 LU1243                          SUPERSEDED SURVEY CONTROL
 LU1243
 LU1243  NGVD 29 (12/02/92)  153.860  (m)          504.79   (f) ADJUSTED    1 2
 LU1243
 LU1243.Superseded values are not recommended for survey control.
 LU1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1243.See file dsdata.txt to determine how the superseded data were derived.
 LU1243
 LU1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK326320(NAD 83)
 LU1243
 LU1243_MARKER: DB = BENCH MARK DISK
 LU1243_SETTING: 66 = SET IN ROCK OUTCROP
 LU1243_SP_SET: BEDROCK
 LU1243_STAMPING: Y 1083 1967
 LU1243_MARK LOGO: CGS   
 LU1243_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1243+STABILITY: POSITION/ELEVATION WELL
 LU1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1243+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1243
 LU1243  HISTORY     - Date     Condition        Report By
 LU1243  HISTORY     - 1967     MONUMENTED       CGS
 LU1243  HISTORY     - 1971     GOOD
 LU1243  HISTORY     - 19880331 GOOD             NGS
 LU1243  HISTORY     - 19920729 GOOD             NGS
 LU1243
 LU1243                          STATION DESCRIPTION
 LU1243
 LU1243'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1243'5 MI N FROM PIERCY.
 LU1243'4.95 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1243'PIERCY, SET VERTICALLY IN THE SOUTH FACE OF A 4- BY 6-FOOT
 LU1243'OUTCROP WHICH IS BETWEEN CULVERTS 2.71 AND 2.74, 26 FEET NORTH OF
 LU1243'THE CENTER LINE OF THE HIGHWAY, ABOUT 35 YARDS EAST OF THE CENTER
 LU1243'OF THE JUNCTION OF A DIRT ROAD NORTHWEST, AND ABOUT 3 FEET HIGHER
 LU1243'THAN THE HIGHWAY.
 LU1243
 LU1243                          STATION RECOVERY (1971)
 LU1243
 LU1243'RECOVERED 1971
 LU1243'RECOVERED IN GOOD CONDITION.
 LU1243
 LU1243                          STATION RECOVERY (1988)
 LU1243
 LU1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1243'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  10.2 KM
 LU1243'(6.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1243'GARBERVILLE, SET VERTICALLY IN THE SOUTH FACE OF A 3 BY 5 FOOT
 LU1243'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 38.1 M (125.0 FT) WEST OF
 LU1243'THE NORTH END OF CULVERT NUMBER 2.74, 33.5 M (109.9 FT) EAST OF THE
 LU1243'EXTENDED CENTER OF A GRAVELED ROAD LEADING NORTHWEST, 29.0 M (95.1
 LU1243'FT) EAST OF THE NORTH END OF CULVERT NUMBER 2.71, 7.8 M (25.6 FT)
 LU1243'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE
 LU1243'LEVEL OF THE HIGHWAY.
 LU1243
 LU1243                          STATION RECOVERY (1992)
 LU1243
 LU1243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1243'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1243'OFFICE IN GARBERVILLE, THENCE 10.2 KM (6.35 MI) SOUTHERLY ALONG U.S.
 LU1243'HIGHWAY 101, SET VERTICALLY IN THE SOUTH FACE OF A 3 BY 5-FOOT
 LU1243'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 38.1 M (125.0 FT) WEST OF
 LU1243'THE NORTH END OF A CULVERT AT MILEPOST 2.74, 33.5 M (109.9 FT) EAST
 LU1243'OF THE EXTENDED CENTER OF A PAVED DRIVEWAY LEADING NORTHWEST, 29.0 M
 LU1243'(95.1 FT) EAST OF THE NORTH END OF A CULVERT A MILEPOST 2.71, 7.8 M
 LU1243'(25.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 LU1243'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1281 ***********************************************************************
 LU1281  DESIGNATION -  Y 1084
 LU1281  PID         -  LU1281
 LU1281  STATE/COUNTY-  CA/HUMBOLDT
 LU1281  USGS QUAD   -  MIRANDA (1970)
 LU1281
 LU1281                         *CURRENT SURVEY CONTROL
 LU1281  ___________________________________________________________________
 LU1281* NAD 83(1986)-  40 13 16.     (N)    123 49 10.     (W)     SCALED    
 LU1281* NAVD 88     -       107.32   (+/-2cm)     352.1    (feet)  VERTCON   
 LU1281  ___________________________________________________________________
 LU1281  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU1281  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1281
 LU1281.The horizontal coordinates were scaled from a topographic map and have
 LU1281.an estimated accuracy of +/- 6 seconds.
 LU1281.
 LU1281.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1281
 LU1281.The vertical order pertains to the NGVD 29 superseded value.
 LU1281
 LU1281.The geoid height was determined by GEOID09.
 LU1281
 LU1281;                    North         East    Units  Estimated Accuracy
 LU1281;SPC CA 1     -   600,190.    1,845,150.      MT  (+/- 180 meters Scaled)
 LU1281
 LU1281                          SUPERSEDED SURVEY CONTROL
 LU1281
 LU1281  NGVD 29 (??/??/92)  106.388  (m)          349.04   (f) ADJ UNCH    1 2
 LU1281
 LU1281.Superseded values are not recommended for survey control.
 LU1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1281.See file dsdata.txt to determine how the superseded data were derived.
 LU1281
 LU1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK302526(NAD 83)
 LU1281
 LU1281_MARKER: DB = BENCH MARK DISK
 LU1281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1281_SP_SET: CULVERT
 LU1281_STAMPING: Y 1084 1967
 LU1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1281
 LU1281  HISTORY     - Date     Condition        Report By
 LU1281  HISTORY     - 1967     MONUMENTED       CGS
 LU1281  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LU1281
 LU1281                          STATION DESCRIPTION
 LU1281
 LU1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1281'1.2 MI S FROM MIRANDA.
 LU1281'1.2 MILES SOUTH ALONG AVENUE OF THE GIANTS FROM THE SOUTH FORK UNION
 LU1281'HIGH SCHOOL AT MIRANDA, IN THE TOP AND 0.8 FOOT NORTHWEST OF THE
 LU1281'SOUTHEAST END OF THE CONCRETE HEAD WALL OF 24-INCH PIPE CULVERT
 LU1281'5.26, 14 FEET NORTHEAST OF THE CENTER LINE OF THE AVENUE, 52 FEET
 LU1281'NORTHEAST OF POWER POLE 14, AND ABOUT 1 FOOT LOWER THAN THE
 LU1281'AVENUE.
 LU1281
 LU1281                          STATION RECOVERY (1988)
 LU1281
 LU1281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1281'THERE IS NO LONGER A CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1484 ***********************************************************************
 LU1484  DESIGNATION -  Y 1085
 LU1484  PID         -  LU1484
 LU1484  STATE/COUNTY-  CA/HUMBOLDT
 LU1484  USGS QUAD   -  REDCREST (1969)
 LU1484
 LU1484                         *CURRENT SURVEY CONTROL
 LU1484  ___________________________________________________________________
 LU1484* NAD 83(1986)-  40 23 48.     (N)    123 56 13.     (W)     SCALED    
 LU1484* NAVD 88     -       120.401  (meters)     395.02   (feet)  ADJUSTED  
 LU1484  ___________________________________________________________________
 LU1484  GEOID HEIGHT-         -30.51  (meters)                     GEOID09
 LU1484  DYNAMIC HT  -         120.341 (meters)     394.82  (feet)  COMP
 LU1484  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 LU1484
 LU1484  VERT ORDER  -  FIRST     CLASS II
 LU1484
 LU1484.The horizontal coordinates were scaled from a topographic map and have
 LU1484.an estimated accuracy of +/- 6 seconds.
 LU1484.
 LU1484.The orthometric height was determined by differential leveling and
 LU1484.adjusted in December 1992.
 LU1484
 LU1484.The geoid height was determined by GEOID09.
 LU1484
 LU1484.The dynamic height is computed by dividing the NAVD 88
 LU1484.geopotential number by the normal gravity value computed on the
 LU1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1484.degrees latitude (g = 980.6199 gals.).
 LU1484
 LU1484.The modeled gravity was interpolated from observed gravity values.
 LU1484
 LU1484;                    North         East    Units  Estimated Accuracy
 LU1484;SPC CA 1     -   619,890.    1,835,580.      MT  (+/- 180 meters Scaled)
 LU1484
 LU1484                          SUPERSEDED SURVEY CONTROL
 LU1484
 LU1484  NAVD 88 (06/15/91)  120.412  (m)          395.05   (f) UNKNOWN     1 2
 LU1484  NGVD 29 (12/02/92)  119.443  (m)          391.87   (f) ADJUSTED    1 2
 LU1484
 LU1484.Superseded values are not recommended for survey control.
 LU1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1484.See file dsdata.txt to determine how the superseded data were derived.
 LU1484
 LU1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK204722(NAD 83)
 LU1484
 LU1484_MARKER: DB = BENCH MARK DISK
 LU1484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1484_SP_SET: BRIDGE CURB
 LU1484_STAMPING: Y 1085 1967
 LU1484_MARK LOGO: CGS   
 LU1484_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1484+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1994
 LU1484
 LU1484  HISTORY     - Date     Condition        Report By
 LU1484  HISTORY     - 1967     MONUMENTED       CGS
 LU1484  HISTORY     - 19880324 GOOD             NGS
 LU1484  HISTORY     - 19920728 GOOD             NGS
 LU1484  HISTORY     - 19940725 GOOD             CADT
 LU1484
 LU1484                          STATION DESCRIPTION
 LU1484
 LU1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1484'11.2 MI N FROM MYERS FLAT.
 LU1484'11.15 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1484'OVERPASS AT MYERS FLAT, IN THE TOP AND 1.5 FEET NORTHWEST OF THE
 LU1484'SOUTHEAST END OF THE SOUTHWEST CONCRETE CURB OF ENGLEWOOD PARK
 LU1484'UNDERPASS, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LU1484'AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 LU1484
 LU1484                          STATION RECOVERY (1988)
 LU1484
 LU1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1484'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  35.8 KM (22.25
 LU1484'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LU1484'FORTUNA.
 LU1484
 LU1484                          STATION RECOVERY (1992)
 LU1484
 LU1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1484'35.8 KM (22.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LU1484'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LU1484'IN TOP OF AND 0.4 M (1.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 LU1484'SOUTHWEST CONCRETE CURB OF THE HIGHWAY OVERPASS OF ENGLEWOOD PARK
 LU1484'ROAD, 11.6 M (38.1 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 LU1484'LANES OF THE HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 LU1484'HIGHWAY. NOTE--THE CURB IS PART OF THE ABUTMENT.
 LU1484
 LU1484                          STATION RECOVERY (1994)
 LU1484
 LU1484'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 LU1484'FOUND AS DESCRIBED AT THE ENGLEWOOD UNDERCROSSING BRIDGE AT U.S.
 LU1484'HIGHWAY 101 POSTMILE 39.16.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0237 ***********************************************************************
 LV0237  DESIGNATION -  Y 1086
 LV0237  PID         -  LV0237
 LV0237  STATE/COUNTY-  CA/HUMBOLDT
 LV0237  USGS QUAD   -  FORTUNA (1972)
 LV0237
 LV0237                         *CURRENT SURVEY CONTROL
 LV0237  ___________________________________________________________________
 LV0237* NAD 83(1986)-  40 35 31.     (N)    124 09 16.     (W)     SCALED    
 LV0237* NAVD 88     -        13.409  (meters)      43.99   (feet)  ADJUSTED  
 LV0237  ___________________________________________________________________
 LV0237  GEOID HEIGHT-         -30.96  (meters)                     GEOID09
 LV0237  DYNAMIC HT  -          13.402 (meters)      43.97  (feet)  COMP
 LV0237  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 LV0237
 LV0237  VERT ORDER  -  FIRST     CLASS II
 LV0237
 LV0237.The horizontal coordinates were scaled from a topographic map and have
 LV0237.an estimated accuracy of +/- 6 seconds.
 LV0237.
 LV0237.The orthometric height was determined by differential leveling and
 LV0237.adjusted in December 1992.
 LV0237
 LV0237.The geoid height was determined by GEOID09.
 LV0237
 LV0237.The dynamic height is computed by dividing the NAVD 88
 LV0237.geopotential number by the normal gravity value computed on the
 LV0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0237.degrees latitude (g = 980.6199 gals.).
 LV0237
 LV0237.The modeled gravity was interpolated from observed gravity values.
 LV0237
 LV0237;                    North         East    Units  Estimated Accuracy
 LV0237;SPC CA 1     -   641,990.    1,817,660.      MT  (+/- 180 meters Scaled)
 LV0237
 LV0237                          SUPERSEDED SURVEY CONTROL
 LV0237
 LV0237  NAVD 88 (06/15/91)   13.419  (m)           44.03   (f) UNKNOWN     1 2
 LV0237  NGVD 29 (12/02/92)   12.425  (m)           40.76   (f) ADJUSTED    1 2
 LV0237
 LV0237.Superseded values are not recommended for survey control.
 LV0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0237.See file dsdata.txt to determine how the superseded data were derived.
 LV0237
 LV0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK023941(NAD 83)
 LV0237
 LV0237_MARKER: DB = BENCH MARK DISK
 LV0237_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0237_SP_SET: HEADWALL
 LV0237_STAMPING: Y 1086 1967
 LV0237_MARK LOGO: CGS   
 LV0237_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0237+STABILITY: SURFACE MOTION
 LV0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0237+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0237
 LV0237  HISTORY     - Date     Condition        Report By
 LV0237  HISTORY     - 1967     MONUMENTED       CGS
 LV0237  HISTORY     - 19880224 GOOD             NGS
 LV0237  HISTORY     - 19920728 GOOD             NGS
 LV0237
 LV0237                          STATION DESCRIPTION
 LV0237
 LV0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0237'AT FORTUNA.
 LV0237'AT FORTUNA, AT THE SOUTH EDGE OF TOWN, ALONG 12TH STREET, 0.2
 LV0237'MILE SOUTH OF FORTUNA HIGH SCHOOL, 0.3 MILE NORTH OF THE 12TH
 LV0237'STREET UNDERPASS UNDER U.S. HIGHWAY 101, 0.75 MILE NORTH OF
 LV0237'BENCH MARK X 1086, 0.1 MILE NORTH OF THE CROSSING OF THE
 LV0237'NORTHWESTERN PACIFIC RAILROAD, IN THE TOP OF THE SOUTH END OF
 LV0237'THE EAST CONCRETE HEAD WALL OF A BRIDGE OVER ROHNER CREEK, 40
 LV0237'FEET EAST OF THE CENTERLINE OF THE STREET, AND ABOUT 4 1/2
 LV0237'FEET LOWER THAN THE STREET.
 LV0237
 LV0237                          STATION RECOVERY (1988)
 LV0237
 LV0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0237'RECOVERED IN GOOD CONDITION.
 LV0237
 LV0237                          STATION RECOVERY (1992)
 LV0237
 LV0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0237'0.1 KM (0.05 MI) WESTERLY ALONG U.S. HIGHWAY 101 BUSINESS (MAIN
 LV0237'STREET) FROM THE POST OFFICE IN FORTUNA, THENCE 0.8 KM (0.50 MI)
 LV0237'NORTHERLY ALONG 12TH STREET, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE
 LV0237'SOUTH END OF THE EAST CONCRETE HEADWALL OF A CULVERT SPANNING ROHNER
 LV0237'CREEK, 0.3 KM (0.20 MI) SOUTH OF FORTUNA HIGH SCHOOL, 0.2 KM
 LV0237'(0.10 MI) NORTH OF THE INTERSECTION OF THE NORTHWESTERN PACIFIC
 LV0237'RAILROAD, 12.2 M (40.0 FT) EAST OF THE CENTERLINE OF THE STREET, AND
 LV0237'1.4 M (4.6 FT) BELOW THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0294 ***********************************************************************
 LV0294  DESIGNATION -  Y 1087
 LV0294  PID         -  LV0294
 LV0294  STATE/COUNTY-  CA/HUMBOLDT
 LV0294  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0294
 LV0294                         *CURRENT SURVEY CONTROL
 LV0294  ___________________________________________________________________
 LV0294* NAD 83(1986)-  40 49 26.     (N)    124 05 12.     (W)     SCALED    
 LV0294* NAVD 88     -         2.46   (+/-2cm)       8.1    (feet)  VERTCON   
 LV0294  ___________________________________________________________________
 LV0294  GEOID HEIGHT-         -30.27  (meters)                     GEOID09
 LV0294  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0294
 LV0294.The horizontal coordinates were scaled from a topographic map and have
 LV0294.an estimated accuracy of +/- 6 seconds.
 LV0294.
 LV0294.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0294
 LV0294.The vertical order pertains to the NGVD 29 superseded value.
 LV0294
 LV0294.The geoid height was determined by GEOID09.
 LV0294
 LV0294;                    North         East    Units  Estimated Accuracy
 LV0294;SPC CA 1     -   667,600.    1,824,010.      MT  (+/- 180 meters Scaled)
 LV0294
 LV0294                          SUPERSEDED SURVEY CONTROL
 LV0294
 LV0294  NGVD 29 (??/??/??)    1.443  (m)            4.73   (f) ADJUSTED    1 2
 LV0294
 LV0294.Superseded values are not recommended for survey control.
 LV0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0294.See file dsdata.txt to determine how the superseded data were derived.
 LV0294
 LV0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL083197(NAD 83)
 LV0294
 LV0294_MARKER: DB = BENCH MARK DISK
 LV0294_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0294_SP_SET: CULVERT
 LV0294_STAMPING: Y 1087 1967
 LV0294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0294
 LV0294  HISTORY     - Date     Condition        Report By
 LV0294  HISTORY     - 1967     MONUMENTED       CGS
 LV0294
 LV0294                          STATION DESCRIPTION
 LV0294
 LV0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0294'2.7 MI S FROM ARCATA.
 LV0294'2.7 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM FOURTH STREET
 LV0294'OVERPASS AT ARCATA, 0.45 MILE NORTHEAST OF THE JUNCTION OF
 LV0294'INDIANOLA ROAD SOUTHEAST, IN THE TOP AND 1.0 FOOT NORTHEAST OF
 LV0294'THE SOUTHWEST END OF THE CONCRETE HEAD WALL OF 12-PIPE CULVERT
 LV0294'83.28, BETWEEN THE LANES OF THE HIGHWAY, 60 FEET SOUTHEAST OF
 LV0294'THE CENTER LINE OF THE NORTHWEST LANES, 44 FEET NORTHWEST OF THE
 LV0294'CENTER LINE OF THE SOUTHEAST LANES, AND ABOUT 4 1/2 FEET LOWER
 LV0294'THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0165 ***********************************************************************
 LV0165  DESIGNATION -  Y 1088
 LV0165  PID         -  LV0165
 LV0165  STATE/COUNTY-  CA/HUMBOLDT
 LV0165  USGS QUAD   -  TRINIDAD (1978)
 LV0165
 LV0165                         *CURRENT SURVEY CONTROL
 LV0165  ___________________________________________________________________
 LV0165* NAD 83(1986)-  41 09 08.     (N)    124 07 59.     (W)     SCALED    
 LV0165* NAVD 88     -        48.090  (meters)     157.78   (feet)  ADJUSTED  
 LV0165  ___________________________________________________________________
 LV0165  GEOID HEIGHT-         -29.86  (meters)                     GEOID09
 LV0165  DYNAMIC HT  -          48.071 (meters)     157.71  (feet)  COMP
 LV0165  MODELED GRAV-     980,230.5   (mgal)                       NAVD 88
 LV0165
 LV0165  VERT ORDER  -  FIRST     CLASS II
 LV0165
 LV0165.The horizontal coordinates were scaled from a topographic map and have
 LV0165.an estimated accuracy of +/- 6 seconds.
 LV0165.
 LV0165.The orthometric height was determined by differential leveling and
 LV0165.adjusted in June 1991.
 LV0165
 LV0165.WARNING-Repeat measurements at this control monument indicate possible
 LV0165.vertical movement.
 LV0165
 LV0165.The geoid height was determined by GEOID09.
 LV0165
 LV0165.The dynamic height is computed by dividing the NAVD 88
 LV0165.geopotential number by the normal gravity value computed on the
 LV0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0165.degrees latitude (g = 980.6199 gals.).
 LV0165
 LV0165.The modeled gravity was interpolated from observed gravity values.
 LV0165
 LV0165;                    North         East    Units  Estimated Accuracy
 LV0165;SPC CA 1     -   704,150.    1,820,980.      MT  (+/- 180 meters Scaled)
 LV0165
 LV0165                          SUPERSEDED SURVEY CONTROL
 LV0165
 LV0165  NGVD 29 (12/02/92)   47.052  (m)          154.37   (f) ADJUSTED    1 2
 LV0165
 LV0165.Superseded values are not recommended for survey control.
 LV0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0165.See file dsdata.txt to determine how the superseded data were derived.
 LV0165
 LV0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL049562(NAD 83)
 LV0165
 LV0165_MARKER: DB = BENCH MARK DISK
 LV0165_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0165_SP_SET: CATCH BASIN
 LV0165_STAMPING: Y 1088 1967
 LV0165_MARK LOGO: CGS   
 LV0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0165
 LV0165  HISTORY     - Date     Condition        Report By
 LV0165  HISTORY     - 1967     MONUMENTED       CGS
 LV0165  HISTORY     - 1988     GOOD             NGS
 LV0165
 LV0165                          STATION DESCRIPTION
 LV0165
 LV0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0165'7 MI N FROM TRINIDAD.
 LV0165'7.0 MILES NORTH ALONG U.S. HIGHWAY 101 FROM TRINIDAD UNDERPASS
 LV0165'AT TRINIDAD, 0.4 MILE SOUTHWEST OF THE ENTRANCE TO BIG LAGOON
 LV0165'STATE PARK, IN THE TOP OF THE CENTER OF THE SOUTHEAST CONCRETE
 LV0165'WALL OF 4- BY 4-FOOT CONCRETE CATCH BASIN 107.90, 28 FEET SOUTHEAST
 LV0165'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN
 LV0165'THE HIGHWAY.
 LV0165
 LV0165                          STATION RECOVERY (1988)
 LV0165
 LV0165'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0098 ***********************************************************************
 LV0098  DESIGNATION -  Y 1089
 LV0098  PID         -  LV0098
 LV0098  STATE/COUNTY-  CA/DEL NORTE
 LV0098  USGS QUAD   -  SISTER ROCKS (1966)
 LV0098
 LV0098                         *CURRENT SURVEY CONTROL
 LV0098  ___________________________________________________________________
 LV0098* NAD 83(1986)-  41 44 38.     (N)    124 10 16.     (W)     SCALED    
 LV0098* NAVD 88     -         4.626  (meters)      15.18   (feet)  ADJUSTED  
 LV0098  ___________________________________________________________________
 LV0098  GEOID HEIGHT-         -28.62  (meters)                     GEOID09
 LV0098  DYNAMIC HT  -           4.624 (meters)      15.17  (feet)  COMP
 LV0098  MODELED GRAV-     980,283.8   (mgal)                       NAVD 88
 LV0098
 LV0098  VERT ORDER  -  FIRST     CLASS II
 LV0098
 LV0098.The horizontal coordinates were scaled from a topographic map and have
 LV0098.an estimated accuracy of +/- 6 seconds.
 LV0098.
 LV0098.The orthometric height was determined by differential leveling and
 LV0098.adjusted in June 1991.
 LV0098
 LV0098.The geoid height was determined by GEOID09.
 LV0098
 LV0098.The dynamic height is computed by dividing the NAVD 88
 LV0098.geopotential number by the normal gravity value computed on the
 LV0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0098.degrees latitude (g = 980.6199 gals.).
 LV0098
 LV0098.The modeled gravity was interpolated from observed gravity values.
 LV0098
 LV0098;                    North         East    Units  Estimated Accuracy
 LV0098;SPC CA 1     -   769,910.    1,819,420.      MT  (+/- 180 meters Scaled)
 LV0098
 LV0098                          SUPERSEDED SURVEY CONTROL
 LV0098
 LV0098  NGVD 29 (12/02/92)    3.602  (m)           11.82   (f) ADJUSTED    1 2
 LV0098
 LV0098.Superseded values are not recommended for survey control.
 LV0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0098.See file dsdata.txt to determine how the superseded data were derived.
 LV0098
 LV0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM026220(NAD 83)
 LV0098
 LV0098_MARKER: DB = BENCH MARK DISK
 LV0098_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0098_SP_SET: HEADWALL
 LV0098_STAMPING: Y 1089 1967
 LV0098_MARK LOGO: CGS   
 LV0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0098+STABILITY: SURFACE MOTION
 LV0098
 LV0098  HISTORY     - Date     Condition        Report By
 LV0098  HISTORY     - 1967     MONUMENTED       CGS
 LV0098  HISTORY     - 1988     GOOD             NGS
 LV0098
 LV0098                          STATION DESCRIPTION
 LV0098
 LV0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0098'1.4 MI SE FROM CRESCENT CITY.
 LV0098'1.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0098'OF FRONT STREET AT CRESCENT CITY, 0.15 MILE SOUTHEAST OF A TANK
 LV0098'FARM, IN THE TOP AND 2.0 FEET NORTHWEST OF THE SOUTHEAST END
 LV0098'OF THE SOUTHWEST CONCRETE HEAD WALL OF 48-INCH PIPE CULVERT
 LV0098'24.92, 31 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 LV0098'ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 LV0098
 LV0098                          STATION RECOVERY (1988)
 LV0098
 LV0098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0063 ***********************************************************************
 LV0063  DESIGNATION -  Y 1090
 LV0063  PID         -  LV0063
 LV0063  STATE/COUNTY-  CA/DEL NORTE
 LV0063  USGS QUAD   -  REQUA (1966)
 LV0063
 LV0063                         *CURRENT SURVEY CONTROL
 LV0063  ___________________________________________________________________
 LV0063* NAD 83(1986)-  41 34 09.     (N)    124 04 09.     (W)     SCALED    
 LV0063* NAVD 88     -         6.726  (meters)      22.07   (feet)  ADJUSTED  
 LV0063  ___________________________________________________________________
 LV0063  GEOID HEIGHT-         -28.71  (meters)                     GEOID09
 LV0063  DYNAMIC HT  -           6.723 (meters)      22.06  (feet)  COMP
 LV0063  MODELED GRAV-     980,251.8   (mgal)                       NAVD 88
 LV0063
 LV0063  VERT ORDER  -  FIRST     CLASS II
 LV0063
 LV0063.The horizontal coordinates were scaled from a topographic map and have
 LV0063.an estimated accuracy of +/- 6 seconds.
 LV0063.
 LV0063.The orthometric height was determined by differential leveling and
 LV0063.adjusted in June 1991.
 LV0063
 LV0063.The geoid height was determined by GEOID09.
 LV0063
 LV0063.The dynamic height is computed by dividing the NAVD 88
 LV0063.geopotential number by the normal gravity value computed on the
 LV0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0063.degrees latitude (g = 980.6199 gals.).
 LV0063
 LV0063.The modeled gravity was interpolated from observed gravity values.
 LV0063
 LV0063;                    North         East    Units  Estimated Accuracy
 LV0063;SPC CA 1     -   750,310.    1,827,440.      MT  (+/- 180 meters Scaled)
 LV0063
 LV0063                          SUPERSEDED SURVEY CONTROL
 LV0063
 LV0063  NGVD 29 (12/02/92)    5.701  (m)           18.70   (f) ADJUSTED    1 2
 LV0063
 LV0063.Superseded values are not recommended for survey control.
 LV0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0063.See file dsdata.txt to determine how the superseded data were derived.
 LV0063
 LV0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM108024(NAD 83)
 LV0063
 LV0063_MARKER: DB = BENCH MARK DISK
 LV0063_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0063_SP_SET: HEADWALL
 LV0063_STAMPING: Y 1090 1967
 LV0063_MARK LOGO: CGS   
 LV0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0063+STABILITY: SURFACE MOTION
 LV0063
 LV0063  HISTORY     - Date     Condition        Report By
 LV0063  HISTORY     - 1967     MONUMENTED       CGS
 LV0063  HISTORY     - 1988     GOOD             NGS
 LV0063
 LV0063                          STATION DESCRIPTION
 LV0063
 LV0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0063'17.2 MI S FROM CRESCENT CITY.
 LV0063'17.2 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0063'OF FRONT STREET AT CRESCENT CITY, 0.5 MILE SOUTH OF REDWOOD
 LV0063'RANGER STATION, 0.3 MILE SOUTH OF MARIGOLD MOTEL, 0.15 MILE NORTH
 LV0063'OF A BRIDGE OVER HIGH PRAIRIE CREEK, IN THE TOP AND 1.0 FOOT
 LV0063'NORTH OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF 4- BY
 LV0063'4-FOOT CONCRETE BOX CULVERT 9.53 OVER HIGH PRAIRIE CREEK, 19 FEET
 LV0063'EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 1/2 FEET
 LV0063'LOWER THAN THE HIGHWAY.
 LV0063
 LV0063                          STATION RECOVERY (1988)
 LV0063
 LV0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0063'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0354 ***********************************************************************
 LV0354  DESIGNATION -  Y 1091
 LV0354  PID         -  LV0354
 LV0354  STATE/COUNTY-  CA/HUMBOLDT
 LV0354  USGS QUAD   -  EUREKA (1972)
 LV0354
 LV0354                         *CURRENT SURVEY CONTROL
 LV0354  ___________________________________________________________________
 LV0354* NAD 83(1986)-  40 48 18.     (N)    124 11 46.     (W)     SCALED    
 LV0354* NAVD 88     -        12.153  (meters)      39.87   (feet)  ADJUSTED  
 LV0354  ___________________________________________________________________
 LV0354  GEOID HEIGHT-         -30.77  (meters)                     GEOID09
 LV0354  DYNAMIC HT  -          12.148 (meters)      39.86  (feet)  COMP
 LV0354  MODELED GRAV-     980,210.5   (mgal)                       NAVD 88
 LV0354
 LV0354  VERT ORDER  -  FIRST     CLASS II
 LV0354
 LV0354.The horizontal coordinates were scaled from a topographic map and have
 LV0354.an estimated accuracy of +/- 6 seconds.
 LV0354.
 LV0354.The orthometric height was determined by differential leveling and
 LV0354.adjusted in June 1991.
 LV0354
 LV0354.The geoid height was determined by GEOID09.
 LV0354
 LV0354.The dynamic height is computed by dividing the NAVD 88
 LV0354.geopotential number by the normal gravity value computed on the
 LV0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0354.degrees latitude (g = 980.6199 gals.).
 LV0354
 LV0354.The modeled gravity was interpolated from observed gravity values.
 LV0354
 LV0354;                    North         East    Units  Estimated Accuracy
 LV0354;SPC CA 1     -   665,730.    1,814,730.      MT  (+/- 180 meters Scaled)
 LV0354
 LV0354                          SUPERSEDED SURVEY CONTROL
 LV0354
 LV0354  NGVD 29 (12/02/92)   11.130  (m)           36.52   (f) ADJUSTED    1 2
 LV0354
 LV0354.Superseded values are not recommended for survey control.
 LV0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0354.See file dsdata.txt to determine how the superseded data were derived.
 LV0354
 LV0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL991177(NAD 83)
 LV0354
 LV0354_MARKER: DB = BENCH MARK DISK
 LV0354_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LV0354_SP_SET: HIGHLINE TOWER FOUNDATION
 LV0354_STAMPING: Y 1091 1967
 LV0354_MARK LOGO: CGS   
 LV0354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0354+STABILITY: POSITION/ELEVATION WELL
 LV0354
 LV0354  HISTORY     - Date     Condition        Report By
 LV0354  HISTORY     - 1967     MONUMENTED       CGS
 LV0354  HISTORY     - 19880216 GOOD             NGS
 LV0354
 LV0354                          STATION DESCRIPTION
 LV0354
 LV0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0354'8.6 MI SW FROM ARCATA.
 LV0354'8.65 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION
 LV0354'OF H STREET AT ARCATA, ABOUT 200 YARDS SOUTHWEST OF A LARGE
 LV0354'SMOKE STACK, IN THE TOP OF THE CONCRETE BASE OF THE NORTHEAST
 LV0354'STEEL LEG OF TOWER 9/49 OF A STEEL TOWER POWER TRANSMISSION
 LV0354'LINE, 45 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT
 LV0354'2 FEET HIGHER THAN THE ROAD.
 LV0354
 LV0354                          STATION RECOVERY (1988)
 LV0354
 LV0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0354'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  13.6 KM (8.45
 LV0354'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE JUNCTION WITH U.S.
 LV0354'HIGHWAY 101 IN ARCATA, THENCE 0.1 KM (0.05 MI) SOUTHEASTERLY ALONG LP
 LV0354'DRIVE, THENCE 0.7 KM (0.45 MI) SOUTHWESTERLY ALONG A PAVED ROAD (OLD
 LV0354'SAMOA ROAD).
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0061 ***********************************************************************
 LV0061  DESIGNATION -  Y 73
 LV0061  PID         -  LV0061
 LV0061  STATE/COUNTY-  CA/DEL NORTE
 LV0061  USGS QUAD   -  REQUA (1966)
 LV0061
 LV0061                         *CURRENT SURVEY CONTROL
 LV0061  ___________________________________________________________________
 LV0061* NAD 83(1986)-  41 33 02.     (N)    124 03 11.     (W)     SCALED    
 LV0061* NAVD 88     -         9.514  (meters)      31.21   (feet)  ADJUSTED  
 LV0061  ___________________________________________________________________
 LV0061  GEOID HEIGHT-         -28.69  (meters)                     GEOID09
 LV0061  DYNAMIC HT  -           9.510 (meters)      31.20  (feet)  COMP
 LV0061  MODELED GRAV-     980,251.7   (mgal)                       NAVD 88
 LV0061
 LV0061  VERT ORDER  -  FIRST     CLASS II
 LV0061
 LV0061.The horizontal coordinates were scaled from a topographic map and have
 LV0061.an estimated accuracy of +/- 6 seconds.
 LV0061.
 LV0061.The orthometric height was determined by differential leveling and
 LV0061.adjusted in June 1991.
 LV0061
 LV0061.The geoid height was determined by GEOID09.
 LV0061
 LV0061.The dynamic height is computed by dividing the NAVD 88
 LV0061.geopotential number by the normal gravity value computed on the
 LV0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0061.degrees latitude (g = 980.6199 gals.).
 LV0061
 LV0061.The modeled gravity was interpolated from observed gravity values.
 LV0061
 LV0061;                    North         East    Units  Estimated Accuracy
 LV0061;SPC CA 1     -   748,210.    1,828,730.      MT  (+/- 180 meters Scaled)
 LV0061
 LV0061                          SUPERSEDED SURVEY CONTROL
 LV0061
 LV0061  NGVD 29 (??/??/??)    8.488  (m)           27.85   (f) ADJUSTED    1 2
 LV0061
 LV0061.Superseded values are not recommended for survey control.
 LV0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0061.See file dsdata.txt to determine how the superseded data were derived.
 LV0061
 LV0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM121004(NAD 83)
 LV0061
 LV0061_MARKER: DB = BENCH MARK DISK
 LV0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0061_STAMPING: Y 73 1930 27.126
 LV0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0061+STABILITY: SURFACE MOTION
 LV0061
 LV0061  HISTORY     - Date     Condition        Report By
 LV0061  HISTORY     - 1930     MONUMENTED       CGS
 LV0061  HISTORY     - 1967     GOOD             CGS
 LV0061  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0061
 LV0061                          STATION DESCRIPTION
 LV0061
 LV0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0061'18.8 MI S FROM CRESCENT CITY.
 LV0061'18.75 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0061'OF FRONT STREET AT CRESCENT CITY, 0.2 MILE SOUTHEAST OF THE JUNCTION
 LV0061'OF A ROAD WEST TO REQUA, 168 FEET EAST OF THE EAST CORNER OF RIVER
 LV0061'RUNT SERVICE STATION, UNDER A LONE BIRD OF PARADISE TREE, 180 FEET
 LV0061'NORTHWEST OF CULVERT 7.81, 30 FEET NORTHEAST OF THE CENTER LINE OF
 LV0061'THE HIGHWAY, 1.0 FOOT SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2
 LV0061'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LV0061'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 LV0061
 LV0061                          STATION RECOVERY (1988)
 LV0061
 LV0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0061'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1249 ***********************************************************************
 LU1249  DESIGNATION -  Z 101
 LU1249  PID         -  LU1249
 LU1249  STATE/COUNTY-  CA/HUMBOLDT
 LU1249  USGS QUAD   -  GARBERVILLE (1970)
 LU1249
 LU1249                         *CURRENT SURVEY CONTROL
 LU1249  ___________________________________________________________________
 LU1249* NAD 83(1986)-  40 04 34.     (N)    123 47 26.     (W)     SCALED    
 LU1249* NAVD 88     -       198.72   (+/-2cm)     652.0    (feet)  VERTCON   
 LU1249  ___________________________________________________________________
 LU1249  GEOID HEIGHT-         -30.43  (meters)                     GEOID09
 LU1249  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1249
 LU1249.The horizontal coordinates were scaled from a topographic map and have
 LU1249.an estimated accuracy of +/- 6 seconds.
 LU1249.
 LU1249.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1249
 LU1249.The vertical order pertains to the NGVD 29 superseded value.
 LU1249
 LU1249.The geoid height was determined by GEOID09.
 LU1249
 LU1249;                    North         East    Units  Estimated Accuracy
 LU1249;SPC CA 1     -   584,040.    1,847,280.      MT  (+/- 180 meters Scaled)
 LU1249
 LU1249                          SUPERSEDED SURVEY CONTROL
 LU1249
 LU1249  NGVD 29 (??/??/92)  197.795  (m)          648.93   (f) ADJ UNCH    1 2
 LU1249
 LU1249.Superseded values are not recommended for survey control.
 LU1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1249.See file dsdata.txt to determine how the superseded data were derived.
 LU1249
 LU1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK325365(NAD 83)
 LU1249
 LU1249_MARKER: DB = BENCH MARK DISK
 LU1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LU1249_STAMPING: Z 101 1931 648.588
 LU1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1249+STABILITY: SURFACE MOTION
 LU1249
 LU1249  HISTORY     - Date     Condition        Report By
 LU1249  HISTORY     - 1931     MONUMENTED       CGS
 LU1249  HISTORY     - 1967     GOOD             CGS
 LU1249  HISTORY     - 1969     MARK NOT FOUND   USGS
 LU1249
 LU1249                          STATION DESCRIPTION
 LU1249
 LU1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1249'1.7 MI S FROM GARBERVILLE.
 LU1249'1.7 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1249'GARBERVILLE, ALONG AN ABANONED PORTION OF FORMER HIGHWAY, ABOUT
 LU1249'150 FEET SOUTHWEST UP HILL ALONG A DIM TRACK ROAD FROM THE PRESENT
 LU1249'HIGHWAY ABOUT 60 FEET WEST OF THE CENTER LINE OF THE ABANDONED
 LU1249'HIGHWAY, ALONG THE SOUTH SIDE OF A FALLEN TREE, 30 FEET WEST OF THE
 LU1249'WEST END OF THE REMAINS OF A CULVERT, 10 FEET SOUTH OF THE FALLEN
 LU1249'TREE BASE, 7 FEET EAST OF A WIRE FENCE, 1.0 FOOT NORTH OF A WITNESS
 LU1249'POST, ABOUT 40 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP
 LU1249'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LU1249
 LU1249                          STATION RECOVERY (1969)
 LU1249
 LU1249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LU1249'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT0896 ***********************************************************************
 KT0896  DESIGNATION -  Z 1081
 KT0896  PID         -  KT0896
 KT0896  STATE/COUNTY-  CA/MENDOCINO
 KT0896  USGS QUAD   -  LAYTONVILLE (1994)
 KT0896
 KT0896                         *CURRENT SURVEY CONTROL
 KT0896  ___________________________________________________________________
 KT0896* NAD 83(1986)-  39 41 13.     (N)    123 29 01.     (W)     SCALED    
 KT0896* NAVD 88     -       503.20   (+/-2cm)    1650.9    (feet)  VERTCON   
 KT0896  ___________________________________________________________________
 KT0896  GEOID HEIGHT-         -29.54  (meters)                     GEOID09
 KT0896  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT0896
 KT0896.The horizontal coordinates were scaled from a topographic map and have
 KT0896.an estimated accuracy of +/- 6 seconds.
 KT0896.
 KT0896.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT0896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT0896
 KT0896.The vertical order pertains to the NGVD 29 superseded value.
 KT0896
 KT0896.The geoid height was determined by GEOID09.
 KT0896
 KT0896;                    North         East    Units  Estimated Accuracy
 KT0896;SPC CA 2     -   725,310.    1,872,740.      MT  (+/- 180 meters Scaled)
 KT0896
 KT0896                          SUPERSEDED SURVEY CONTROL
 KT0896
 KT0896  NGVD 29 (??/??/92)  502.263  (m)         1647.84   (f) ADJ UNCH    1 2
 KT0896
 KT0896.Superseded values are not recommended for survey control.
 KT0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT0896.See file dsdata.txt to determine how the superseded data were derived.
 KT0896
 KT0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ585931(NAD 83)
 KT0896
 KT0896_MARKER: DB = BENCH MARK DISK
 KT0896_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 KT0896+WITH SETTING: PAVEMENT
 KT0896_SP_SET: SIGN BASE
 KT0896_STAMPING: Z 1081 1967
 KT0896_MARK LOGO: CGS   
 KT0896_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT0896+STABILITY: SURFACE MOTION
 KT0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KT0896+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1994
 KT0896
 KT0896  HISTORY     - Date     Condition        Report By
 KT0896  HISTORY     - 1967     MONUMENTED       CGS
 KT0896  HISTORY     - 19940727 GOOD             CADT
 KT0896
 KT0896                          STATION DESCRIPTION
 KT0896
 KT0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT0896'AT LAYTONVILLE.
 KT0896'AT LAYTONVILLE, 0.05 MILE NORTH ALONG U.S. HIGHWAY 101 FROM
 KT0896'THE POST OFFICE, AT THE NORTHWEST CORNER OF THE JUNCTION OF
 KT0896'U.S. HIGHWAY 101 AND BRANSCOMB ROAD WEST, IN THE TOP OF THE
 KT0896'SOUTHEAST CORNER OF A 4- BY 4-FOOT CONCRETE BASE FOR A DOUBLE
 KT0896'LIGHT POLE AT A RICHFIELD SERVICE STATION, 33 FEET WEST OF THE
 KT0896'CENTER LINE OF THE HIGHWAY, 33 FEET NORTH OF THE CENTER LINE
 KT0896'OF THE ROAD, 2.0 FEET SOUTH OF A STEEL POLE SUPPORTING A
 KT0896'LIGHT, ABOUT LEVEL WITH THE HIGHWAY AND 0.5 FOOT ABOVE THE
 KT0896'GROUND.
 KT0896
 KT0896                          STATION RECOVERY (1994)
 KT0896
 KT0896'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 KT0896'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING INFORMATION-- THE
 KT0896'POST OFFICE HAS MOVED.  THE LIGHT POLE IS NOW GONE BUT THE CONCRETE
 KT0896'BASE WITH THE MARK REMAINS. THE MARK IS AT US HIGHWAY 101 POST MILE
 KT0896'69.52.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1494 ***********************************************************************
 KT1494  DESIGNATION -  Z 1082
 KT1494  PID         -  KT1494
 KT1494  STATE/COUNTY-  CA/MENDOCINO
 KT1494  USGS QUAD   -  LEGGETT (1994)
 KT1494
 KT1494                         *CURRENT SURVEY CONTROL
 KT1494  ___________________________________________________________________
 KT1494* NAD 83(1986)-  39 51 47.     (N)    123 42 54.     (W)     SCALED    
 KT1494* NAVD 88     -       290.70   (+/-2cm)     953.7    (feet)  VERTCON   
 KT1494  ___________________________________________________________________
 KT1494  GEOID HEIGHT-         -30.05  (meters)                     GEOID09
 KT1494  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1494
 KT1494.The horizontal coordinates were scaled from a topographic map and have
 KT1494.an estimated accuracy of +/- 6 seconds.
 KT1494.
 KT1494.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1494
 KT1494.The vertical order pertains to the NGVD 29 superseded value.
 KT1494
 KT1494.The geoid height was determined by GEOID09.
 KT1494
 KT1494;                    North         East    Units  Estimated Accuracy
 KT1494;SPC CA 2     -   745,210.    1,853,270.      MT  (+/- 180 meters Scaled)
 KT1494
 KT1494                          SUPERSEDED SURVEY CONTROL
 KT1494
 KT1494  NGVD 29 (??/??/92)  289.781  (m)          950.72   (f) ADJ UNCH    1 2
 KT1494
 KT1494.Superseded values are not recommended for survey control.
 KT1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1494.See file dsdata.txt to determine how the superseded data were derived.
 KT1494
 KT1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK388128(NAD 83)
 KT1494
 KT1494_MARKER: DB = BENCH MARK DISK
 KT1494_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1494_SP_SET: CULVERT
 KT1494_STAMPING: Z 1082 1967
 KT1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1494
 KT1494  HISTORY     - Date     Condition        Report By
 KT1494  HISTORY     - 1967     MONUMENTED       CGS
 KT1494  HISTORY     - 1972     MARK NOT FOUND   USGS
 KT1494
 KT1494                          STATION DESCRIPTION
 KT1494
 KT1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1494'AT LEGGETT.
 KT1494'AT LEGGETT, 0.25 MILE SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST
 KT1494'OFFICE, AT THE JUNCTION OF A PRIVATE GRAVELED ROAD WEST, IN THE
 KT1494'TOP AND 1.0 FOOT SOUTH OF THE NORTH END OF THE EAST CONCRETE HEAD
 KT1494'WALL OF 18-INCH PIPE CULVERT 92.06, 17 FEET EAST OF THE CENTER
 KT1494'LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.
 KT1494
 KT1494                          STATION RECOVERY (1972)
 KT1494
 KT1494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 KT1494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1244 ***********************************************************************
 LU1244  DESIGNATION -  Z 1083
 LU1244  PID         -  LU1244
 LU1244  STATE/COUNTY-  CA/HUMBOLDT
 LU1244  USGS QUAD   -  GARBERVILLE (1970)
 LU1244
 LU1244                         *CURRENT SURVEY CONTROL
 LU1244  ___________________________________________________________________
 LU1244* NAD 83(1986)-  40 02 04.     (N)    123 46 33.     (W)     SCALED    
 LU1244* NAVD 88     -       136.782  (meters)     448.76   (feet)  ADJUSTED  
 LU1244  ___________________________________________________________________
 LU1244  GEOID HEIGHT-         -30.37  (meters)                     GEOID09
 LU1244  DYNAMIC HT  -         136.703 (meters)     448.50  (feet)  COMP
 LU1244  MODELED GRAV-     980,048.4   (mgal)                       NAVD 88
 LU1244
 LU1244  VERT ORDER  -  FIRST     CLASS II
 LU1244
 LU1244.The horizontal coordinates were scaled from a topographic map and have
 LU1244.an estimated accuracy of +/- 6 seconds.
 LU1244.
 LU1244.The orthometric height was determined by differential leveling and
 LU1244.adjusted in June 1991.
 LU1244
 LU1244.The geoid height was determined by GEOID09.
 LU1244
 LU1244.The dynamic height is computed by dividing the NAVD 88
 LU1244.geopotential number by the normal gravity value computed on the
 LU1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1244.degrees latitude (g = 980.6199 gals.).
 LU1244
 LU1244.The modeled gravity was interpolated from observed gravity values.
 LU1244
 LU1244;                    North         East    Units  Estimated Accuracy
 LU1244;SPC CA 1     -   579,390.    1,848,440.      MT  (+/- 180 meters Scaled)
 LU1244
 LU1244                          SUPERSEDED SURVEY CONTROL
 LU1244
 LU1244  NGVD 29 (12/02/92)  135.858  (m)          445.73   (f) ADJUSTED    1 2
 LU1244
 LU1244.Superseded values are not recommended for survey control.
 LU1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1244.See file dsdata.txt to determine how the superseded data were derived.
 LU1244
 LU1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK338318(NAD 83)
 LU1244
 LU1244_MARKER: DB = BENCH MARK DISK
 LU1244_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1244_SP_SET: BRIDGE GUARDRAIL
 LU1244_STAMPING: Z 1083 1967
 LU1244_MARK LOGO: CGS   
 LU1244_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1244+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1244
 LU1244  HISTORY     - Date     Condition        Report By
 LU1244  HISTORY     - 1967     MONUMENTED       CGS
 LU1244  HISTORY     - 1971     GOOD
 LU1244  HISTORY     - 19880331 GOOD             NGS
 LU1244  HISTORY     - 19920729 GOOD             NGS
 LU1244
 LU1244                          STATION DESCRIPTION
 LU1244
 LU1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1244'5.8 MI N FROM PIERCY.
 LU1244'5.8 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1244'PIERCY, AT HIGHWAY MILEAGE 3.63, IN THE TOP AND 1.0 FOOT NORTHEAST
 LU1244'OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE GUARDRAIL OF
 LU1244'BRIDGE 4-01 OVER SOUTH FORK EEL RIVER, 14 FEET NORTHWEST OF THE
 LU1244'CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE
 LU1244'HIGHWAY.
 LU1244
 LU1244                          STATION RECOVERY (1971)
 LU1244
 LU1244'RECOVERED 1971
 LU1244'RECOVERED IN GOOD CONDITION.
 LU1244
 LU1244                          STATION RECOVERY (1988)
 LU1244
 LU1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1244'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.6 KM (5.35
 LU1244'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1244'GARBERVILLE.
 LU1244
 LU1244                          STATION RECOVERY (1992)
 LU1244
 LU1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1244'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1244'OFFICE IN GARBERVILLE, THENCE 4.1 KM (2.55 MI) SOUTHERLY ALONG U.S.
 LU1244'HIGHWAY 101, THENCE 0.2 KM (0.10 MI) EASTERLY ALONG LAKE BENBOW
 LU1244'DRIVE, THENCE 5.5 KM (3.40 MI) SOUTHERLY ALONG BENBOW DRIVE, IN TOP
 LU1244'OF AND 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST
 LU1244'CONCRETE BRIDGE RAIL OF BRIDGE NUMBER 4-01 SPANNING THE SOUTH FORK OF
 LU1244'THE EEL RIVER, 4.3 M (14.1 FT) NORTHWEST OF THE CENTERLINE OF THE
 LU1244'DRIVE, AND 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THE
 LU1244'BRIDGE RAIL IS PART OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1283 ***********************************************************************
 LU1283  DESIGNATION -  Z 1084
 LU1283  PID         -  LU1283
 LU1283  STATE/COUNTY-  CA/HUMBOLDT
 LU1283  USGS QUAD   -  MIRANDA (1970)
 LU1283
 LU1283                         *CURRENT SURVEY CONTROL
 LU1283  ___________________________________________________________________
 LU1283* NAD 83(1986)-  40 13 44.     (N)    123 49 25.     (W)     SCALED    
 LU1283* NAVD 88     -       113.53   (+/-2cm)     372.5    (feet)  VERTCON   
 LU1283  ___________________________________________________________________
 LU1283  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU1283  VERT ORDER  -  FIRST     CLASS II (See Below)
 LU1283
 LU1283.The horizontal coordinates were scaled from a topographic map and have
 LU1283.an estimated accuracy of +/- 6 seconds.
 LU1283.
 LU1283.The NAVD 88 height was computed by applying the VERTCON shift value to
 LU1283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LU1283
 LU1283.The vertical order pertains to the NGVD 29 superseded value.
 LU1283
 LU1283.The geoid height was determined by GEOID09.
 LU1283
 LU1283;                    North         East    Units  Estimated Accuracy
 LU1283;SPC CA 1     -   601,060.    1,844,820.      MT  (+/- 180 meters Scaled)
 LU1283
 LU1283                          SUPERSEDED SURVEY CONTROL
 LU1283
 LU1283  NGVD 29 (??/??/92)  112.596  (m)          369.41   (f) ADJ UNCH    1 2
 LU1283
 LU1283.Superseded values are not recommended for survey control.
 LU1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1283.See file dsdata.txt to determine how the superseded data were derived.
 LU1283
 LU1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK299534(NAD 83)
 LU1283
 LU1283_MARKER: DB = BENCH MARK DISK
 LU1283_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1283_SP_SET: CULVERT
 LU1283_STAMPING: Z 1084 1967
 LU1283_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1283
 LU1283  HISTORY     - Date     Condition        Report By
 LU1283  HISTORY     - 1967     MONUMENTED       CGS
 LU1283  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LU1283
 LU1283                          STATION DESCRIPTION
 LU1283
 LU1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1283'0.6 MI S FROM MIRANDA.
 LU1283'0.55 MILE SOUTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION HIGH
 LU1283'SCHOOL AT MIRANDA, AT THE SOUTH EDGE OF TOWN, IN THE TOP OF THE
 LU1283'NORTH END OF THE CONCRETE HEAD WALL OF 24-INCH PIPE CULVERT 5.89,
 LU1283'23 FEET EAST OF THE CENTER LINE OF THE AVENUE, AND ABOUT 1 FOOT
 LU1283'LOWER THAN THE AVENUE.
 LU1283
 LU1283                          STATION RECOVERY (1988)
 LU1283
 LU1283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1283'THERE IS NO LONGER A CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1485 ***********************************************************************
 LU1485  DESIGNATION -  Z 1085
 LU1485  PID         -  LU1485
 LU1485  STATE/COUNTY-  CA/HUMBOLDT
 LU1485  USGS QUAD   -  REDCREST (1969)
 LU1485
 LU1485                         *CURRENT SURVEY CONTROL
 LU1485  ___________________________________________________________________
 LU1485* NAD 83(1986)-  40 23 49.     (N)    123 56 55.     (W)     SCALED    
 LU1485* NAVD 88     -       125.331  (meters)     411.19   (feet)  ADJUSTED  
 LU1485  ___________________________________________________________________
 LU1485  GEOID HEIGHT-         -30.53  (meters)                     GEOID09
 LU1485  DYNAMIC HT  -         125.269 (meters)     410.99  (feet)  COMP
 LU1485  MODELED GRAV-     980,125.5   (mgal)                       NAVD 88
 LU1485
 LU1485  VERT ORDER  -  FIRST     CLASS II
 LU1485
 LU1485.The horizontal coordinates were scaled from a topographic map and have
 LU1485.an estimated accuracy of +/- 6 seconds.
 LU1485.
 LU1485.The orthometric height was determined by differential leveling and
 LU1485.adjusted in December 1992.
 LU1485
 LU1485.The geoid height was determined by GEOID09.
 LU1485
 LU1485.The dynamic height is computed by dividing the NAVD 88
 LU1485.geopotential number by the normal gravity value computed on the
 LU1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1485.degrees latitude (g = 980.6199 gals.).
 LU1485
 LU1485.The modeled gravity was interpolated from observed gravity values.
 LU1485
 LU1485;                    North         East    Units  Estimated Accuracy
 LU1485;SPC CA 1     -   619,940.    1,834,590.      MT  (+/- 180 meters Scaled)
 LU1485
 LU1485                          SUPERSEDED SURVEY CONTROL
 LU1485
 LU1485  NAVD 88 (06/15/91)  125.349  (m)          411.25   (f) UNKNOWN     1 2
 LU1485  NGVD 29 (12/02/92)  124.373  (m)          408.05   (f) ADJUSTED    1 2
 LU1485
 LU1485.Superseded values are not recommended for survey control.
 LU1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1485.See file dsdata.txt to determine how the superseded data were derived.
 LU1485
 LU1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK194722(NAD 83)
 LU1485
 LU1485_MARKER: DB = BENCH MARK DISK
 LU1485_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LU1485_SP_SET: BRIDGE RAIL
 LU1485_STAMPING: Z 1085 1967
 LU1485_MARK LOGO: CGS   
 LU1485_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1485+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1994
 LU1485
 LU1485  HISTORY     - Date     Condition        Report By
 LU1485  HISTORY     - 1967     MONUMENTED       CGS
 LU1485  HISTORY     - 1969     GOOD             USGS
 LU1485  HISTORY     - 19880324 GOOD             NGS
 LU1485  HISTORY     - 19920728 GOOD             NGS
 LU1485  HISTORY     - 19940725 GOOD             CADT
 LU1485
 LU1485                          STATION DESCRIPTION
 LU1485
 LU1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1485'11.7 MI N FROM MYERS FLAT.
 LU1485'11.7 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1485'OVERPASS AT MYERS FLAT, IN THE TOP AND 1.0 FOOT NORTHWEST OF THE
 LU1485'SOUTHEAST END OF THE SOUTHWEST CONCRETE GUARDRAIL OF AN OVERPASS
 LU1485'30 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 LU1485'3 1/2 FEET HIGHER THAN THE HIGHWAY.
 LU1485
 LU1485                          STATION RECOVERY (1969)
 LU1485
 LU1485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LU1485'RECOVERED IN GOOD CONDITION.
 LU1485
 LU1485                          STATION RECOVERY (1988)
 LU1485
 LU1485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1485'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  35.0 KM (21.75
 LU1485'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LU1485'FORTUNA.
 LU1485
 LU1485                          STATION RECOVERY (1992)
 LU1485
 LU1485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1485'35.0 KM (21.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LU1485'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LU1485'IN TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 LU1485'SOUTHWEST CONCRETE BRIDGE RAIL OF AN OVERPASS (REDCREST EXIT), 9.1 M
 LU1485'(29.9 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 LU1485'HIGHWAY, AND 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THE
 LU1485'BRIDGE RAIL IS PART OF THE ABUTMENT.
 LU1485
 LU1485                          STATION RECOVERY (1994)
 LU1485
 LU1485'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 LU1485'FOUND THE MARK AS DESCRIBED AT THE U.S.  HIGHWAY 101 INTERCHANGE AT
 LU1485'REDCREST AT HIGHWAY POSTMILE R39.67.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0239 ***********************************************************************
 LV0239  DESIGNATION -  Z 1086
 LV0239  PID         -  LV0239
 LV0239  STATE/COUNTY-  CA/HUMBOLDT
 LV0239  USGS QUAD   -  FORTUNA (1972)
 LV0239
 LV0239                         *CURRENT SURVEY CONTROL
 LV0239  ___________________________________________________________________
 LV0239* NAD 83(1986)-  40 36 06.     (N)    124 10 13.     (W)     SCALED    
 LV0239* NAVD 88     -        21.556  (meters)      70.72   (feet)  ADJUSTED  
 LV0239  ___________________________________________________________________
 LV0239  GEOID HEIGHT-         -31.00  (meters)                     GEOID09
 LV0239  DYNAMIC HT  -          21.546 (meters)      70.69  (feet)  COMP
 LV0239  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 LV0239
 LV0239  VERT ORDER  -  FIRST     CLASS II
 LV0239
 LV0239.The horizontal coordinates were scaled from a topographic map and have
 LV0239.an estimated accuracy of +/- 6 seconds.
 LV0239.
 LV0239.The orthometric height was determined by differential leveling and
 LV0239.adjusted in December 1992.
 LV0239
 LV0239.The geoid height was determined by GEOID09.
 LV0239
 LV0239.The dynamic height is computed by dividing the NAVD 88
 LV0239.geopotential number by the normal gravity value computed on the
 LV0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0239.degrees latitude (g = 980.6199 gals.).
 LV0239
 LV0239.The modeled gravity was interpolated from observed gravity values.
 LV0239
 LV0239;                    North         East    Units  Estimated Accuracy
 LV0239;SPC CA 1     -   643,110.    1,816,350.      MT  (+/- 180 meters Scaled)
 LV0239
 LV0239                          SUPERSEDED SURVEY CONTROL
 LV0239
 LV0239  NAVD 88 (06/15/91)   21.564  (m)           70.75   (f) UNKNOWN     1 2
 LV0239  NGVD 29 (12/02/92)   20.570  (m)           67.49   (f) ADJUSTED    1 2
 LV0239
 LV0239.Superseded values are not recommended for survey control.
 LV0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0239.See file dsdata.txt to determine how the superseded data were derived.
 LV0239
 LV0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK009951(NAD 83)
 LV0239
 LV0239_MARKER: DB = BENCH MARK DISK
 LV0239_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0239_SP_SET: HEADWALL
 LV0239_STAMPING: Z 1086 1967
 LV0239_MARK LOGO: CGS   
 LV0239_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0239+STABILITY: SURFACE MOTION
 LV0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0239+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 LV0239
 LV0239  HISTORY     - Date     Condition        Report By
 LV0239  HISTORY     - 1967     MONUMENTED       CGS
 LV0239  HISTORY     - 19880224 GOOD             NGS
 LV0239  HISTORY     - 19920727 GOOD             NGS
 LV0239
 LV0239                          STATION DESCRIPTION
 LV0239
 LV0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0239'AT FORTUNA.
 LV0239'AT FORTUNA, ALONG U.S. HIGHWAY 101, 0.15 MILE NORTHWEST OF
 LV0239'FORTUNA OVERPASS, 0.7 MILE NORTH OF BENCH MARK K 100, AT THE
 LV0239'NORTHWEST END OF THE MAIN STREET NORTH BOUND ON RAMP TO U.S.
 LV0239'HIGHWAY 101, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 LV0239'CONCRETE HEAD WALL OF 24-INCH PIPE CULVERT 61.71 UNDER THE
 LV0239'HIGHWAY, 48 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST
 LV0239'LANES OF THE HIGHWAY, 1.6 MILES NORTHWEST OF BENCH MARK X 1086,
 LV0239'AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0239
 LV0239                          STATION RECOVERY (1988)
 LV0239
 LV0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0239'RECOVERED IN GOOD CONDITION.
 LV0239
 LV0239                          STATION RECOVERY (1992)
 LV0239
 LV0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0239'0.2 KM (0.10 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0239'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, IN
 LV0239'TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 LV0239'NORTHEAST CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT AT THE NORTH
 LV0239'END OF THE MAIN STREET NORTHBOUND ON-RAMP, AND 14.6 M (47.9 FT)
 LV0239'NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF
 LV0239'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0296 ***********************************************************************
 LV0296  DESIGNATION -  Z 1087
 LV0296  PID         -  LV0296
 LV0296  STATE/COUNTY-  CA/HUMBOLDT
 LV0296  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0296
 LV0296                         *CURRENT SURVEY CONTROL
 LV0296  ___________________________________________________________________
 LV0296* NAD 83(1986)-  40 49 49.     (N)    124 04 56.     (W)     SCALED    
 LV0296* NAVD 88     -         2.722  (meters)       8.93   (feet)  ADJUSTED  
 LV0296  ___________________________________________________________________
 LV0296  GEOID HEIGHT-         -30.25  (meters)                     GEOID09
 LV0296  DYNAMIC HT  -           2.721 (meters)       8.93  (feet)  COMP
 LV0296  MODELED GRAV-     980,205.9   (mgal)                       NAVD 88
 LV0296
 LV0296  VERT ORDER  -  FIRST     CLASS II
 LV0296
 LV0296.The horizontal coordinates were scaled from a topographic map and have
 LV0296.an estimated accuracy of +/- 6 seconds.
 LV0296.
 LV0296.The orthometric height was determined by differential leveling and
 LV0296.adjusted in June 1991.
 LV0296
 LV0296.The geoid height was determined by GEOID09.
 LV0296
 LV0296.The dynamic height is computed by dividing the NAVD 88
 LV0296.geopotential number by the normal gravity value computed on the
 LV0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0296.degrees latitude (g = 980.6199 gals.).
 LV0296
 LV0296.The modeled gravity was interpolated from observed gravity values.
 LV0296
 LV0296;                    North         East    Units  Estimated Accuracy
 LV0296;SPC CA 1     -   668,300.    1,824,400.      MT  (+/- 180 meters Scaled)
 LV0296
 LV0296                          SUPERSEDED SURVEY CONTROL
 LV0296
 LV0296  NGVD 29 (12/02/92)    1.704  (m)            5.59   (f) ADJUSTED    1 2
 LV0296
 LV0296.Superseded values are not recommended for survey control.
 LV0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0296.See file dsdata.txt to determine how the superseded data were derived.
 LV0296
 LV0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL087204(NAD 83)
 LV0296
 LV0296_MARKER: DB = BENCH MARK DISK
 LV0296_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0296_SP_SET: HEADWALL
 LV0296_STAMPING: Z 1087 1967
 LV0296_MARK LOGO: CGS   
 LV0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0296+STABILITY: SURFACE MOTION
 LV0296
 LV0296  HISTORY     - Date     Condition        Report By
 LV0296  HISTORY     - 1967     MONUMENTED       CGS
 LV0296  HISTORY     - 19880220 GOOD             NGS
 LV0296
 LV0296                          STATION DESCRIPTION
 LV0296
 LV0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0296'2.2 MI S FROM ARCATA.
 LV0296'2.2 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM FOURTH STREET
 LV0296'OVERPASS AT ARCATA, 0.3 MILE SOUTH OF THE JUNCTION OF A PAVED
 LV0296'ROAD EAST, 0.25 MILE NORTH OF THE ENTRANCE TO EUREKA HIGHWAY
 LV0296'MAINTENANCE STATION, IN THE TOP OF THE SOUTH END OF THE EAST
 LV0296'CONCRETE HEAD WALL OF 10- BY 10-FOOT CONCRETE BOX CULVERT
 LV0296'83.78, 35 FEET EAST OF THE CENTER LINE OF THE EAST LANES OF THE
 LV0296'HIGHWAY, AND 3 1/2 FEET LOWER THAN THE HIGHWAY.
 LV0296
 LV0296                          STATION RECOVERY (1988)
 LV0296
 LV0296'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0166 ***********************************************************************
 LV0166  DESIGNATION -  Z 1088
 LV0166  PID         -  LV0166
 LV0166  STATE/COUNTY-  CA/HUMBOLDT
 LV0166  USGS QUAD   -  RODGERS PEAK (1966)
 LV0166
 LV0166                         *CURRENT SURVEY CONTROL
 LV0166  ___________________________________________________________________
 LV0166* NAD 83(1986)-  41 09 27.     (N)    124 07 25.     (W)     SCALED    
 LV0166* NAVD 88     -        32.250  (meters)     105.81   (feet)  ADJUSTED  
 LV0166  ___________________________________________________________________
 LV0166  GEOID HEIGHT-         -29.81  (meters)                     GEOID09
 LV0166  DYNAMIC HT  -          32.237 (meters)     105.76  (feet)  COMP
 LV0166  MODELED GRAV-     980,233.3   (mgal)                       NAVD 88
 LV0166
 LV0166  VERT ORDER  -  FIRST     CLASS II
 LV0166
 LV0166.The horizontal coordinates were scaled from a topographic map and have
 LV0166.an estimated accuracy of +/- 6 seconds.
 LV0166.
 LV0166.The orthometric height was determined by differential leveling and
 LV0166.adjusted in June 1991.
 LV0166
 LV0166.The geoid height was determined by GEOID09.
 LV0166
 LV0166.The dynamic height is computed by dividing the NAVD 88
 LV0166.geopotential number by the normal gravity value computed on the
 LV0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0166.degrees latitude (g = 980.6199 gals.).
 LV0166
 LV0166.The modeled gravity was interpolated from observed gravity values.
 LV0166
 LV0166;                    North         East    Units  Estimated Accuracy
 LV0166;SPC CA 1     -   704,710.    1,821,790.      MT  (+/- 180 meters Scaled)
 LV0166
 LV0166                          SUPERSEDED SURVEY CONTROL
 LV0166
 LV0166  NGVD 29 (12/02/92)   31.215  (m)          102.41   (f) ADJUSTED    1 2
 LV0166
 LV0166.Superseded values are not recommended for survey control.
 LV0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0166.See file dsdata.txt to determine how the superseded data were derived.
 LV0166
 LV0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL057568(NAD 83)
 LV0166
 LV0166_MARKER: DB = BENCH MARK DISK
 LV0166_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0166_SP_SET: HEADWALL
 LV0166_STAMPING: Z 1088 1967
 LV0166_MARK LOGO: CGS   
 LV0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0166+STABILITY: SURFACE MOTION
 LV0166
 LV0166  HISTORY     - Date     Condition        Report By
 LV0166  HISTORY     - 1967     MONUMENTED       CGS
 LV0166  HISTORY     - 1988     GOOD             NGS
 LV0166
 LV0166                          STATION DESCRIPTION
 LV0166
 LV0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0166'7.6 MI N FROM TRINIDAD.
 LV0166'7.6 MILES NORTH ALONG U.S. HIGHWAY 101 FROM TRINDIDAD UNDERPASS
 LV0166'AT TRINIDAD, 0.2 MILE NORTHEAST OF THE JUNCTION OF A ROAD
 LV0166'NORTHWEST TO BIG LAGOON PARK, IN THE TOP AND 1.5 FEET SOUTHWEST
 LV0166'OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF
 LV0166'36-INCH PIPE CULVERT 108.48, 22 FEET SOUTHEAST OF THE CENTER
 LV0166'LINE OF THE HIGHWAY, AND ABOUT 2 1/2 FEET LOWER THAN THE HIGHWAY.
 LV0166
 LV0166                          STATION RECOVERY (1988)
 LV0166
 LV0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0097 ***********************************************************************
 LV0097  DESIGNATION -  Z 1089
 LV0097  PID         -  LV0097
 LV0097  STATE/COUNTY-  CA/DEL NORTE
 LV0097  USGS QUAD   -  SISTER ROCKS (1966)
 LV0097
 LV0097                         *CURRENT SURVEY CONTROL
 LV0097  ___________________________________________________________________
 LV0097* NAD 83(1986)-  41 44 27.     (N)    124 09 51.     (W)     SCALED    
 LV0097* NAVD 88     -         3.111  (meters)      10.21   (feet)  ADJUSTED  
 LV0097  ___________________________________________________________________
 LV0097  GEOID HEIGHT-         -28.59  (meters)                     GEOID09
 LV0097  DYNAMIC HT  -           3.110 (meters)      10.20  (feet)  COMP
 LV0097  MODELED GRAV-     980,283.4   (mgal)                       NAVD 88
 LV0097
 LV0097  VERT ORDER  -  FIRST     CLASS II
 LV0097
 LV0097.The horizontal coordinates were scaled from a topographic map and have
 LV0097.an estimated accuracy of +/- 6 seconds.
 LV0097.
 LV0097.The orthometric height was determined by differential leveling and
 LV0097.adjusted in June 1991.
 LV0097
 LV0097.The geoid height was determined by GEOID09.
 LV0097
 LV0097.The dynamic height is computed by dividing the NAVD 88
 LV0097.geopotential number by the normal gravity value computed on the
 LV0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0097.degrees latitude (g = 980.6199 gals.).
 LV0097
 LV0097.The modeled gravity was interpolated from observed gravity values.
 LV0097
 LV0097;                    North         East    Units  Estimated Accuracy
 LV0097;SPC CA 1     -   769,560.    1,819,990.      MT  (+/- 180 meters Scaled)
 LV0097
 LV0097                          SUPERSEDED SURVEY CONTROL
 LV0097
 LV0097  NGVD 29 (??/??/??)    2.087  (m)            6.85   (f) ADJUSTED    1 2
 LV0097
 LV0097.Superseded values are not recommended for survey control.
 LV0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0097.See file dsdata.txt to determine how the superseded data were derived.
 LV0097
 LV0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM031216(NAD 83)
 LV0097
 LV0097_MARKER: DB = BENCH MARK DISK
 LV0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0097_SP_SET: CULVERT
 LV0097_STAMPING: Z 1089 1967
 LV0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0097
 LV0097  HISTORY     - Date     Condition        Report By
 LV0097  HISTORY     - 1967     MONUMENTED       CGS
 LV0097  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0097
 LV0097                          STATION DESCRIPTION
 LV0097
 LV0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0097'1.8 MI SE FROM CRESCENT CITY.
 LV0097'1.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE
 LV0097'INTERSECTION OF FRONT STREET AT CRESCENT CITY, 0.15 MILE
 LV0097'SOUTHEAST OF CRESCENT BEACH MOTEL, AT HIGHWAY MILEAGE 24.46, IN
 LV0097'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD
 LV0097'WALL OF A 4- BY 4-FOOT CONCRETE BOX CULVERT UNDER AN ABANDONED
 LV0097'PORTION OF THE HIGHWAY, 30 FEET NORTHEAST OF THE CENTER LINE OF
 LV0097'THE OLD PORTION OF HIGHWAY, 38 FEET SOUTHWEST OF THE CENTER
 LV0097'LINE OF THE HIGHWAY, AND ABOUT 3 1/2 FEET LOWER THAN THE
 LV0097'HIGHWAY.
 LV0097
 LV0097                          STATION RECOVERY (1988)
 LV0097
 LV0097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0097'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0062 ***********************************************************************
 LV0062  DESIGNATION -  Z 1090
 LV0062  PID         -  LV0062
 LV0062  STATE/COUNTY-  CA/DEL NORTE
 LV0062  USGS QUAD   -  REQUA (1966)
 LV0062
 LV0062                         *CURRENT SURVEY CONTROL
 LV0062  ___________________________________________________________________
 LV0062* NAD 83(1986)-  41 33 29.     (N)    124 03 31.     (W)     SCALED    
 LV0062* NAVD 88     -         9.376  (meters)      30.76   (feet)  ADJUSTED  
 LV0062  ___________________________________________________________________
 LV0062  GEOID HEIGHT-         -28.69  (meters)                     GEOID09
 LV0062  DYNAMIC HT  -           9.373 (meters)      30.75  (feet)  COMP
 LV0062  MODELED GRAV-     980,253.5   (mgal)                       NAVD 88
 LV0062
 LV0062  VERT ORDER  -  FIRST     CLASS II
 LV0062
 LV0062.The horizontal coordinates were scaled from a topographic map and have
 LV0062.an estimated accuracy of +/- 6 seconds.
 LV0062.
 LV0062.The orthometric height was determined by differential leveling and
 LV0062.adjusted in June 1991.
 LV0062
 LV0062.The geoid height was determined by GEOID09.
 LV0062
 LV0062.The dynamic height is computed by dividing the NAVD 88
 LV0062.geopotential number by the normal gravity value computed on the
 LV0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0062.degrees latitude (g = 980.6199 gals.).
 LV0062
 LV0062.The modeled gravity was interpolated from observed gravity values.
 LV0062
 LV0062;                    North         East    Units  Estimated Accuracy
 LV0062;SPC CA 1     -   749,050.    1,828,290.      MT  (+/- 180 meters Scaled)
 LV0062
 LV0062                          SUPERSEDED SURVEY CONTROL
 LV0062
 LV0062  NGVD 29 (??/??/??)    8.351  (m)           27.40   (f) ADJUSTED    1 2
 LV0062
 LV0062.Superseded values are not recommended for survey control.
 LV0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0062.See file dsdata.txt to determine how the superseded data were derived.
 LV0062
 LV0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM117012(NAD 83)
 LV0062
 LV0062_MARKER: DB = BENCH MARK DISK
 LV0062_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0062_SP_SET: CURB
 LV0062_STAMPING: Z 1090 1967
 LV0062_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0062
 LV0062  HISTORY     - Date     Condition        Report By
 LV0062  HISTORY     - 1967     MONUMENTED       CGS
 LV0062
 LV0062                          STATION DESCRIPTION
 LV0062
 LV0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0062'18.2 MI S FROM CRESCENT CITY.
 LV0062'18.15 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0062'OF FRONT STREET AT CRESCENT CITY, 0.1 MILE SOUTHEAST OF THE
 LV0062'JUNCTION OF HUNTER ROAD EAST, IN THE TOP AND 1.5 FEET SOUTHEAST
 LV0062'OF THE NORTHWEST END OF THE NORTHEAST CONCRETE CURB OF BRIDGE NO.
 LV0062'1.03 OVER HUNTER CREEK, AT HIGHWAY MILEAGE 8.53, 17 FEET NORTHEAST
 LV0062'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN
 LV0062'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0350 ***********************************************************************
 LV0350  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0350  DESIGNATION -  Z 1091
 LV0350  PID         -  LV0350
 LV0350  STATE/COUNTY-  CA/HUMBOLDT
 LV0350  USGS QUAD   -  EUREKA (1972)
 LV0350
 LV0350                         *CURRENT SURVEY CONTROL
 LV0350  ___________________________________________________________________
 LV0350* NAD 83(1986)-  40 49 42.     (N)    124 10 21.     (W)     SCALED    
 LV0350* NAVD 88     -         4.744  (meters)      15.56   (feet)  ADJUSTED  
 LV0350  ___________________________________________________________________
 LV0350  GEOID HEIGHT-         -30.65  (meters)                     GEOID09
 LV0350  DYNAMIC HT  -           4.742 (meters)      15.56  (feet)  COMP
 LV0350  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 LV0350
 LV0350  VERT ORDER  -  FIRST     CLASS II
 LV0350
 LV0350.The horizontal coordinates were scaled from a topographic map and have
 LV0350.an estimated accuracy of +/- 6 seconds.
 LV0350.
 LV0350.The orthometric height was determined by differential leveling and
 LV0350.adjusted in June 1991.
 LV0350
 LV0350.This Tidal Bench Mark is designated as VM 11964
 LV0350.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0350
 LV0350.The geoid height was determined by GEOID09.
 LV0350
 LV0350.The dynamic height is computed by dividing the NAVD 88
 LV0350.geopotential number by the normal gravity value computed on the
 LV0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0350.degrees latitude (g = 980.6199 gals.).
 LV0350
 LV0350.The modeled gravity was interpolated from observed gravity values.
 LV0350
 LV0350;                    North         East    Units  Estimated Accuracy
 LV0350;SPC CA 1     -   668,270.    1,816,780.      MT  (+/- 180 meters Scaled)
 LV0350
 LV0350                          SUPERSEDED SURVEY CONTROL
 LV0350
 LV0350  NGVD 29 (12/02/92)    3.721  (m)           12.21   (f) ADJUSTED    1 2
 LV0350
 LV0350.Superseded values are not recommended for survey control.
 LV0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0350.See file dsdata.txt to determine how the superseded data were derived.
 LV0350
 LV0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL011203(NAD 83)
 LV0350
 LV0350_MARKER: DB = BENCH MARK DISK
 LV0350_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LV0350_SP_SET: COPPER-CLAD STEEL ROD
 LV0350_STAMPING: Z 1091 1967
 LV0350_MARK LOGO: CGS   
 LV0350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0350
 LV0350  HISTORY     - Date     Condition        Report By
 LV0350  HISTORY     - 1967     MONUMENTED       CGS
 LV0350  HISTORY     - 19880216 GOOD             NGS
 LV0350
 LV0350                          STATION DESCRIPTION
 LV0350
 LV0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0350'6.3 MI SW FROM ARCATA.
 LV0350'6.3 MILES SOUTHWEST ALONG SAMOA ROAD FROM THE INTERSECTION
 LV0350'OF H STREET AT ARCATA, AT A SMALL TURNOUT, 42 FEET WEST OF THE
 LV0350'CENTER LINE OF THE ROAD, 1 FOOT NORTH OF A POWER POLE WITH
 LV0350'A GUY WIRE, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER
 LV0350'THAN THE ROAD, A DISK ON THE TOP OF A 5/8-INCH COPPER COATED
 LV0350'ROD DRIVEN TO GRADUAL REFUSAL AT A DEPTH OF 123 FEET.  THE
 LV0350'UPPER PORTION OF THE ROD IS ENCASED IN A CONCRETE POST PROJECTING
 LV0350'0.3 FOOT ABOVE THE GROUND.
 LV0350
 LV0350                          STATION RECOVERY (1988)
 LV0350
 LV0350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0350'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.2 KM (6.35
 LV0350'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE JUNCTION WITH U.S.
 LV0350'HIGHWAY 101 IN ARCATA, THENCE 0.5 KM (0.30 MI) SOUTHWESTERLY ALONG
 LV0350'VANCE AVENUE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1471 ***********************************************************************
 KT1471  DESIGNATION -  Z 635
 KT1471  PID         -  KT1471
 KT1471  STATE/COUNTY-  CA/MENDOCINO
 KT1471  USGS QUAD   -  TAN OAK PARK (1994)
 KT1471
 KT1471                         *CURRENT SURVEY CONTROL
 KT1471  ___________________________________________________________________
 KT1471* NAD 83(1986)-  39 48 15.     (N)    123 32 37.     (W)     SCALED    
 KT1471* NAVD 88     -       474.76   (+/-2cm)    1557.6    (feet)  VERTCON   
 KT1471  ___________________________________________________________________
 KT1471  GEOID HEIGHT-         -29.60  (meters)                     GEOID09
 KT1471  VERT ORDER  -  FIRST     CLASS II (See Below)
 KT1471
 KT1471.The horizontal coordinates were scaled from a topographic map and have
 KT1471.an estimated accuracy of +/- 6 seconds.
 KT1471.
 KT1471.The NAVD 88 height was computed by applying the VERTCON shift value to
 KT1471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 KT1471
 KT1471.The vertical order pertains to the NGVD 29 superseded value.
 KT1471
 KT1471.The geoid height was determined by GEOID09.
 KT1471
 KT1471;                    North         East    Units  Estimated Accuracy
 KT1471;SPC CA 2     -   738,410.    1,867,820.      MT  (+/- 180 meters Scaled)
 KT1471
 KT1471                          SUPERSEDED SURVEY CONTROL
 KT1471
 KT1471  NGVD 29 (??/??/92)  473.822  (m)         1554.53   (f) ADJ UNCH    1 2
 KT1471
 KT1471.Superseded values are not recommended for survey control.
 KT1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1471.See file dsdata.txt to determine how the superseded data were derived.
 KT1471
 KT1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK534061(NAD 83)
 KT1471
 KT1471_MARKER: DB = BENCH MARK DISK
 KT1471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 KT1471_SP_SET: BASIN
 KT1471_STAMPING: Z 635 1942
 KT1471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 KT1471
 KT1471  HISTORY     - Date     Condition        Report By
 KT1471  HISTORY     - 1942     MONUMENTED       CGS
 KT1471  HISTORY     - 1967     GOOD             CGS
 KT1471
 KT1471                          STATION DESCRIPTION
 KT1471
 KT1471'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 KT1471'9.4 MI N FROM LAYTONVILLE.
 KT1471'9.4 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 KT1471'LAYTONVILLE, 0.45 MILE NORTH OF THE JUNCTION OF SPY ROCK ROAD
 KT1471'EAST, IN THE TOP OF THE EAST CORNER OF A 4- BY 4-FOOT CONCRETE
 KT1471'CATCH BASIN NO. 78.89 WITH A STEEL GRATE, 24 FEET NORTHEAST OF
 KT1471'THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0056 ***********************************************************************
 LV0056  DESIGNATION -  Z 73 RESET
 LV0056  PID         -  LV0056
 LV0056  STATE/COUNTY-  CA/DEL NORTE
 LV0056  USGS QUAD   -  REQUA (1966)
 LV0056
 LV0056                         *CURRENT SURVEY CONTROL
 LV0056  ___________________________________________________________________
 LV0056* NAD 83(1986)-  41 31 26.     (N)    124 02 05.     (W)     SCALED    
 LV0056* NAVD 88     -         9.636  (meters)      31.61   (feet)  ADJUSTED  
 LV0056  ___________________________________________________________________
 LV0056  GEOID HEIGHT-         -28.68  (meters)                     GEOID09
 LV0056  DYNAMIC HT  -           9.632 (meters)      31.60  (feet)  COMP
 LV0056  MODELED GRAV-     980,250.9   (mgal)                       NAVD 88
 LV0056
 LV0056  VERT ORDER  -  FIRST     CLASS II
 LV0056
 LV0056.The horizontal coordinates were scaled from a topographic map and have
 LV0056.an estimated accuracy of +/- 6 seconds.
 LV0056.
 LV0056.The orthometric height was determined by differential leveling and
 LV0056.adjusted in June 1991.
 LV0056
 LV0056.The geoid height was determined by GEOID09.
 LV0056
 LV0056.The dynamic height is computed by dividing the NAVD 88
 LV0056.geopotential number by the normal gravity value computed on the
 LV0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0056.degrees latitude (g = 980.6199 gals.).
 LV0056
 LV0056.The modeled gravity was interpolated from observed gravity values.
 LV0056
 LV0056;                    North         East    Units  Estimated Accuracy
 LV0056;SPC CA 1     -   745,210.    1,830,190.      MT  (+/- 180 meters Scaled)
 LV0056
 LV0056                          SUPERSEDED SURVEY CONTROL
 LV0056
 LV0056  NGVD 29 (??/??/??)    8.63   (m)           28.3    (f) RESET       3  
 LV0056
 LV0056.Superseded values are not recommended for survey control.
 LV0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0056.See file dsdata.txt to determine how the superseded data were derived.
 LV0056
 LV0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL136974(NAD 83)
 LV0056
 LV0056_MARKER: DB = BENCH MARK DISK
 LV0056_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0056_SP_SET: BRIDGE WALKWAY
 LV0056_STAMPING: Z 73 RESET 1966
 LV0056_MARK LOGO: CGS   
 LV0056_MAGNETIC: O = OTHER; SEE DESCRIPTION
 LV0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0056
 LV0056  HISTORY     - Date     Condition        Report By
 LV0056  HISTORY     - 1966     MONUMENTED       CGS
 LV0056  HISTORY     - 1967     GOOD             CGS
 LV0056  HISTORY     - 1988     GOOD             NGS
 LV0056  HISTORY     - 19910626 GOOD             CADT
 LV0056
 LV0056                          STATION DESCRIPTION
 LV0056
 LV0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0056'18.8 MI N FROM ORICK.
 LV0056'18.8 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 LV0056'AT ORICK, AT KLAMATH, 0.2 MILE SOUTH OF THE CENTER OF KLAMATH,
 LV0056'0.1 MILE NORTHWEST OF TERWER VALLEY UNDERPASS, ABOUT 95 YARDS
 LV0056'WEST OF THE CENTER LINE OF U.S. HIGHWAY 101, IN THE TOP OF THE
 LV0056'NORTH END OF THE EAST CONCRETE CURB OF THE WEST ONE OF FIVE
 LV0056'BRIDGES OVER HOPPOW CREEK BRIDGE NO. 1 C 2, 11 FEET EAST OF THE
 LV0056'CENTER LINE OF THE ROAD TO TERWER VALLEY, AND ABOUT 1 FOOT HIGHER
 LV0056'THAN THE ROAD.
 LV0056
 LV0056                          STATION RECOVERY (1988)
 LV0056
 LV0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0056'RECOVERED IN GOOD CONDITION.
 LV0056
 LV0056                          STATION RECOVERY (1991)
 LV0056
 LV0056'RECOVERY NOTE BY CALTRANS 1991
 LV0056'18.8 MI (30.3 KM) NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0056'ORICK, AT KLAMATH, 0.2 MI (0.3 KM) SOUTH OF THE CENTER OF KLAMATH,
 LV0056'0.1 MI (0.2 KM) NORTHWEST OF TERWER VALLEY UNDERPASS, IN THE TOP OF
 LV0056'THE NORTH END OF THE EAST CONCRETE CURB OF THE WEST ONE OF FIVE
 LV0056'BRIDGES OVER HOPPOW CREEK BRIDGE NO. 1C2, 11 FT (3.4 M) EAST OF THE
 LV0056'CENTER LINE OF THE ROAD TO TERWER VALLEY, AND ABOUT 1 FT (0.3 M)
 LV0056'HIGHER THAN THE ROAD.

 *** retrieval complete.
 Elapsed Time = 00:00:40

 -----------------------------------------------------------------------------
 -   This listing contains control for which complete digital                -
 -   data sheets where not provided.  The complete data sheets were          -
 -   not provided for the reason listed below.  The reason below is          -
 -   associated with a horizontal control Nonpub code shown under            -
 -   the heading 'H' and/or a vertical control Nonpub code shown under       -
 -   the heading 'v'                                                         -
 -                                                                           -
 -   The format of the records are as follows:                               -
 -       Pid  = Station Permanent Identifier)                                -
 -       Name = Station Designation                                          -
 -       Lat  = Approx. Latitude (Degrees, Minutes, truncated Seconds)       -
 -       Lon  = Approx. Longitude (Degrees, Minutes, truncated Seconds)      -
 -       O    = Horizontal Order                                             -
 -       o    = Vertical Order                                               -
 -       H    = Horizontal Nonpub Code                                       -
 -       v    = Vertical Nonpub Code                                         -
 -                                                                           -
 -       H Nonpub HORIZONTAL CONTROL NONPUB REASON                           -
 -       -------- --------------------------------                           -
 -       A        CORS site is not active                                    -
 -       B        Station is a RBN antenna                                   -
 -       C        Not a publishable datum within the state                   -
 -       D        No descriptive text available                              -
 -       L        CORS L1 Phase Center is not publishable                    -
 -       N        No geodetic control                                        -
 -       O        Outside NGS publication area                               -
 -       P        Purpose of position is not for network control             -
 -       R        Restricted position                                        -
 -       T        Station is a temporary point/bench mark                    -
 -       V        Station is a VOR antenna                                   -
 -       W        Weakly determined position                                 -
 -       X