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
 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 LV0277                          SUPERSEDED SURVEY CONTROL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Superseded values are not recommended for survey control.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 LV0277.See file dsdata.txt to determine how the superseded data were derived.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
 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
 LV0656 ***********************************************************************
 LV0656  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0656  DESIGNATION -  941 8723 A TIDAL
 LV0656  PID         -  LV0656
 LV0656  STATE/COUNTY-  CA/HUMBOLDT
 LV0656  USGS QUAD   -  FIELDS LANDING (1972)
 LV0656
 LV0656                         *CURRENT SURVEY CONTROL
 LV0656  ___________________________________________________________________
 LV0656* NAD 83(1986)-  40 43 32.     (N)    124 13 14.     (W)     SCALED    
 LV0656* NAVD 88     -         3.602  (meters)      11.82   (feet)  ADJUSTED  
 LV0656  ___________________________________________________________________
 LV0656  GEOID HEIGHT-         -30.97  (meters)                     GEOID09
 LV0656  DYNAMIC HT  -           3.601 (meters)      11.81  (feet)  COMP
 LV0656  MODELED GRAV-     980,179.5   (mgal)                       NAVD 88
 LV0656
 LV0656  VERT ORDER  -  FIRST     CLASS II
 LV0656
 LV0656.The horizontal coordinates were scaled from a topographic map and have
 LV0656.an estimated accuracy of +/- 6 seconds.
 LV0656.
 LV0656.The orthometric height was determined by differential leveling and
 LV0656.adjusted in June 1991.
 LV0656
 LV0656.This Tidal Bench Mark is designated as VM 8710
 LV0656.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0656
 LV0656.The geoid height was determined by GEOID09.
 LV0656
 LV0656.The dynamic height is computed by dividing the NAVD 88
 LV0656.geopotential number by the normal gravity value computed on the
 LV0656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0656.degrees latitude (g = 980.6199 gals.).
 LV0656
 LV0656.The modeled gravity was interpolated from observed gravity values.
 LV0656
 LV0656;                    North         East    Units  Estimated Accuracy
 LV0656;SPC CA 1     -   656,970.    1,812,440.      MT  (+/- 180 meters Scaled)
 LV0656
 LV0656                          SUPERSEDED SURVEY CONTROL
 LV0656
 LV0656  NGVD 29 (12/02/92)    2.605  (m)            8.55   (f) ADJUSTED    1 2
 LV0656
 LV0656.Superseded values are not recommended for survey control.
 LV0656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0656.See file dsdata.txt to determine how the superseded data were derived.
 LV0656
 LV0656_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL969090(NAD 83)
 LV0656
 LV0656_MARKER: DJ = TIDAL STATION DISK
 LV0656_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0656_SP_SET: STAINLESS STEEL ROD
 LV0656_STAMPING: 8723 A 1978
 LV0656_MARK LOGO: NOS   
 LV0656_PROJECTION: FLUSH
 LV0656_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0656_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0656+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 LV0656_ROD/PIPE-DEPTH: 15.8 meters
 LV0656
 LV0656  HISTORY     - Date     Condition        Report By
 LV0656  HISTORY     - 1978     MONUMENTED       NOS
 LV0656  HISTORY     - 19880222 GOOD             NGS
 LV0656  HISTORY     - 19920727 GOOD             NGS
 LV0656  HISTORY     - 20101117 MARK NOT FOUND   INDIV
 LV0656
 LV0656                          STATION DESCRIPTION
 LV0656
 LV0656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0656'10.6 KM (6.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LV0656'OFFICE IN EUREKA, THENCE 0.4 KM (0.25 MI) WESTERLY ALONG RAILROAD
 LV0656'AVENUE, NEAR THE NORTHWEST CORNER OF A SMALL PARK, 30.8 M (101.0 FT)
 LV0656'SOUTH OF THE CENTERLINE OF THE AVENUE, 4.2 M (13.8 FT) EAST OF THE
 LV0656'EAST CURB OF A PARKING LOT, 3.4 M (11.2 FT) WEST OF THE SOUTH CORNER
 LV0656'OF A RESTROOM, AND LEVEL WITH THE AVENUE.
 LV0656
 LV0656                          STATION RECOVERY (1992)
 LV0656
 LV0656'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0656'0.1 KM (0.05 MI) NORTHWESTERLY ALONG H STREET FROM THE POST OFFICE AND
 LV0656'COURTHOUSE IN EUREKA, THENCE 10.7 KM (6.65 MI) SOUTHERLY ALONG U.S.
 LV0656'HIGHWAY 101 (4TH STREET), THENCE 0.4 KM (0.25 MI) WESTERLY ALONG
 LV0656'RAILROAD AVENUE, NEAR THE NORTHWEST CORNER OF A SMALL PARK, 30.8 M
 LV0656'(101.0 FT) SOUTH OF AND LEVEL WITH THE AVENUE CENTERLINE, 4.2 M
 LV0656'(13.8 FT) EAST OF THE EAST CURB OF A PARKING LOT, AND 3.4 M
 LV0656'(11.2 FT) WEST OF THE SOUTH CORNER OF A RESTROOM. NOTE--THE DISK IS
 LV0656'ENCASED IN A 4-INCH PIPE AND IS RECESSED 0.02 M (0.07 FT) BELOW THE
 LV0656'GROUND SURFACE.
 LV0656
 LV0656                          STATION RECOVERY (2010)
 LV0656
 LV0656'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010
 LV0656'MARK APPEARS TO HAVE BEEN DESTROYED OR BURIED DURING RECENT SITE AND
 LV0656'PARKING LOT IMPROVEMENTS.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0655 ***********************************************************************
 LV0655  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0655  DESIGNATION -  941 8723 TIDAL 7 RESET
 LV0655  PID         -  LV0655
 LV0655  STATE/COUNTY-  CA/HUMBOLDT
 LV0655  USGS QUAD   -  FIELDS LANDING (1972)
 LV0655
 LV0655                         *CURRENT SURVEY CONTROL
 LV0655  ___________________________________________________________________
 LV0655* NAD 83(1986)-  40 43 24.     (N)    124 12 57.     (W)     SCALED    
 LV0655* NAVD 88     -         3.114  (meters)      10.22   (feet)  ADJUSTED  
 LV0655  ___________________________________________________________________
 LV0655  GEOID HEIGHT-         -30.95  (meters)                     GEOID09
 LV0655  DYNAMIC HT  -           3.113 (meters)      10.21  (feet)  COMP
 LV0655  MODELED GRAV-     980,175.9   (mgal)                       NAVD 88
 LV0655
 LV0655  VERT ORDER  -  FIRST     CLASS II
 LV0655
 LV0655.The horizontal coordinates were scaled from a topographic map and have
 LV0655.an estimated accuracy of +/- 6 seconds.
 LV0655.
 LV0655.The orthometric height was determined by differential leveling and
 LV0655.adjusted in June 1991.
 LV0655
 LV0655.This Tidal Bench Mark is designated as VM 8712
 LV0655.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0655
 LV0655.The geoid height was determined by GEOID09.
 LV0655
 LV0655.The dynamic height is computed by dividing the NAVD 88
 LV0655.geopotential number by the normal gravity value computed on the
 LV0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0655.degrees latitude (g = 980.6199 gals.).
 LV0655
 LV0655.The modeled gravity was interpolated from observed gravity values.
 LV0655
 LV0655;                    North         East    Units  Estimated Accuracy
 LV0655;SPC CA 1     -   656,710.    1,812,830.      MT  (+/- 180 meters Scaled)
 LV0655
 LV0655                          SUPERSEDED SURVEY CONTROL
 LV0655
 LV0655  NGVD 29 (12/02/92)    2.117  (m)            6.95   (f) ADJUSTED    1 2
 LV0655
 LV0655.Superseded values are not recommended for survey control.
 LV0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0655.See file dsdata.txt to determine how the superseded data were derived.
 LV0655
 LV0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL973087(NAD 83)
 LV0655
 LV0655_MARKER: DJ = TIDAL STATION DISK
 LV0655_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0655_SP_SET: CURB
 LV0655_STAMPING: NO 7 RESET 1961
 LV0655_MARK LOGO: CGS   
 LV0655_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0655_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0655+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 LV0655
 LV0655  HISTORY     - Date     Condition        Report By
 LV0655  HISTORY     - 1961     MONUMENTED       CGS
 LV0655  HISTORY     - 19880222 GOOD             NGS
 LV0655  HISTORY     - 19920727 GOOD             NGS
 LV0655
 LV0655                          STATION DESCRIPTION
 LV0655
 LV0655'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0655'IN FIELDS LANDING, AT THE INTERSECTION OF FIELDS LANDING DRIVE AND
 LV0655'CENTRAL AVENUE, IN TOP OF A CONCRETE CURB, 22.9 M (75.1 FT) WEST OF
 LV0655'THE CENTERLINE OF THE DRIVE, 10.6 M (34.8 FT) SOUTH OF THE CENTER OF
 LV0655'THE AVENUE, 0.95 M (3.1 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE
 LV0655'SILVER SIDE MOTEL OFFICE BUILDING, 0.45 M (1.5 FT) EAST OF THE EAST
 LV0655'FACE OF THE BUILDING, AND LEVEL WITH THE MOTEL DRIVEWAY.
 LV0655
 LV0655                          STATION RECOVERY (1992)
 LV0655
 LV0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0655'IN FIELDS LANDING, AT THE INTERSECTION OF FIELDS LANDING DRIVE AND
 LV0655'CENTRAL AVENUE, IN A CONCRETE CURB ALONG THE WEST SIDE OF THE DRIVE,
 LV0655'22.9 M (75.1 FT) WEST OF THE CENTERLINE OF THE DRIVE, 10.6 M
 LV0655'(34.8 FT) SOUTH OF THE CENTER OF THE AVENUE, 0.9 M (3.0 FT) SOUTHEAST
 LV0655'OF THE NORTHEAST CORNER OF THE SILVER SIDE MOTEL OFFICE, 0.4 M
 LV0655'(1.3 FT) EAST OF THE EAST FACE OF THE BUILDING, AND LEVEL WITH THE
 LV0655'MOTEL DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0654 ***********************************************************************
 LV0654  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0654  DESIGNATION -  941 8739 A TIDAL
 LV0654  PID         -  LV0654
 LV0654  STATE/COUNTY-  CA/HUMBOLDT
 LV0654  USGS QUAD   -  FIELDS LANDING (1972)
 LV0654
 LV0654                         *CURRENT SURVEY CONTROL
 LV0654  ___________________________________________________________________
 LV0654* NAD 83(1986)-  40 44 21.     (N)    124 12 47.     (W)     SCALED    
 LV0654* NAVD 88     -         2.922  (meters)       9.59   (feet)  ADJUSTED  
 LV0654  ___________________________________________________________________
 LV0654  GEOID HEIGHT-         -30.92  (meters)                     GEOID09
 LV0654  DYNAMIC HT  -           2.921 (meters)       9.58  (feet)  COMP
 LV0654  MODELED GRAV-     980,187.8   (mgal)                       NAVD 88
 LV0654
 LV0654  VERT ORDER  -  FIRST     CLASS II
 LV0654
 LV0654.The horizontal coordinates were scaled from a topographic map and have
 LV0654.an estimated accuracy of +/- 6 seconds.
 LV0654.
 LV0654.The orthometric height was determined by differential leveling and
 LV0654.adjusted in June 1991.
 LV0654
 LV0654.This Tidal Bench Mark is designated as VM 8716
 LV0654.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0654
 LV0654.The geoid height was determined by GEOID09.
 LV0654
 LV0654.The dynamic height is computed by dividing the NAVD 88
 LV0654.geopotential number by the normal gravity value computed on the
 LV0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0654.degrees latitude (g = 980.6199 gals.).
 LV0654
 LV0654.The modeled gravity was interpolated from observed gravity values.
 LV0654
 LV0654;                    North         East    Units  Estimated Accuracy
 LV0654;SPC CA 1     -   658,460.    1,813,110.      MT  (+/- 180 meters Scaled)
 LV0654
 LV0654                          SUPERSEDED SURVEY CONTROL
 LV0654
 LV0654  NGVD 29 (12/02/92)    1.924  (m)            6.31   (f) ADJUSTED    1 2
 LV0654
 LV0654.Superseded values are not recommended for survey control.
 LV0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0654.See file dsdata.txt to determine how the superseded data were derived.
 LV0654
 LV0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL975105(NAD 83)
 LV0654
 LV0654_MARKER: DJ = TIDAL STATION DISK
 LV0654_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LV0654+WITH SETTING: PAVEMENT
 LV0654_SP_SET: FOUNDATION
 LV0654_STAMPING: 8739 A 1978
 LV0654_MARK LOGO: NOS   
 LV0654_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0654+STABILITY: SURFACE MOTION
 LV0654
 LV0654  HISTORY     - Date     Condition        Report By
 LV0654  HISTORY     - 1978     MONUMENTED       NOS
 LV0654  HISTORY     - 19880222 GOOD             NGS
 LV0654  HISTORY     - 19920727 MARK NOT FOUND   NGS
 LV0654
 LV0654                          STATION DESCRIPTION
 LV0654
 LV0654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0654'9.3 KM (5.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LV0654'OFFICE IN EUREKA, THENCE 0.4 KM (0.25 MI) NORTHWESTERLY ALONG KING
 LV0654'SALMON ROAD, IN THE SOUTH CORNER OF A 9 BY 9 FOOT CONCRETE SEWER PUMP
 LV0654'FOUNDATION, 25.7 M (84.3 FT) NORTHWEST OF THE NORTHWEST CORNER OF RED
 LV0654'BLUFF BRIDGE, 11.5 M (37.7 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LV0654'ROAD, 3.7 M (12.1 FT) NORTH OF THE CENTER OF A TRACK ROAD, AND LEVEL
 LV0654'WITH THE ROAD.
 LV0654
 LV0654                          STATION RECOVERY (1992)
 LV0654
 LV0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0654'THE SEWER PUMP FOUNDATION HAS BEEN REPLACED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0653 ***********************************************************************
 LV0653  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0653  DESIGNATION -  941 8739 B TIDAL
 LV0653  PID         -  LV0653
 LV0653  STATE/COUNTY-  CA/HUMBOLDT
 LV0653  USGS QUAD   -  FIELDS LANDING (1972)
 LV0653
 LV0653                         *CURRENT SURVEY CONTROL
 LV0653  ___________________________________________________________________
 LV0653* NAD 83(1986)-  40 44 18.58   (N)    124 12 46.45   (W)     HD_HELD1  
 LV0653* NAVD 88     -         2.582  (meters)       8.47   (feet)  ADJUSTED  
 LV0653  ___________________________________________________________________
 LV0653  GEOID HEIGHT-         -30.92  (meters)                     GEOID09
 LV0653  DYNAMIC HT  -           2.581 (meters)       8.47  (feet)  COMP
 LV0653  MODELED GRAV-     980,187.1   (mgal)                       NAVD 88
 LV0653
 LV0653  VERT ORDER  -  FIRST     CLASS II
 LV0653
 LV0653.The horizontal coordinates were established by differentially corrected
 LV0653.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 LV0653.
 LV0653.The orthometric height was determined by differential leveling and
 LV0653.adjusted in June 1991.
 LV0653
 LV0653.This Tidal Bench Mark is designated as VM 8717
 LV0653.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0653
 LV0653.The geoid height was determined by GEOID09.
 LV0653
 LV0653.The dynamic height is computed by dividing the NAVD 88
 LV0653.geopotential number by the normal gravity value computed on the
 LV0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0653.degrees latitude (g = 980.6199 gals.).
 LV0653
 LV0653.The modeled gravity was interpolated from observed gravity values.
 LV0653
 LV0653;                    North         East    Units  Estimated Accuracy
 LV0653;SPC CA 1     -   658,384.9   1,813,122.4     MT  (+/- 3 meters HH1 GPS) 
 LV0653
 LV0653                          SUPERSEDED SURVEY CONTROL
 LV0653
 LV0653  NGVD 29 (12/02/92)    1.583  (m)            5.19   (f) ADJUSTED    1 2
 LV0653
 LV0653.Superseded values are not recommended for survey control.
 LV0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0653.See file dsdata.txt to determine how the superseded data were derived.
 LV0653
 LV0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL9758910435(NAD 83)
 LV0653
 LV0653_MARKER: DJ = TIDAL STATION DISK
 LV0653_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 LV0653_SP_SET: GALVANIZED STEEL ROD
 LV0653_STAMPING: 8739 B 1978
 LV0653_MARK LOGO: NOS   
 LV0653_PROJECTION: PROJECTING 7 CENTIMETERS
 LV0653_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0653+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1992
 LV0653_ROD/PIPE-DEPTH: 15.5 meters
 LV0653
 LV0653  HISTORY     - Date     Condition        Report By
 LV0653  HISTORY     - 1978     MONUMENTED       NOS
 LV0653  HISTORY     - UNK      SEE DESCRIPTION
 LV0653  HISTORY     - 19880222 GOOD             NGS
 LV0653  HISTORY     - 19920706 GOOD             NGS
 LV0653
 LV0653                          STATION DESCRIPTION
 LV0653
 LV0653'DESCRIBED UNK
 LV0653'
 LV0653
 LV0653                          STATION RECOVERY (1988)
 LV0653
 LV0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0653'9.3 KM (5.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LV0653'OFFICE IN EUREKA, THENCE 0.3 KM (0.20 MI) NORTHWESTERLY ALONG KING
 LV0653'SALMON ROAD, 27.7 M (90.9 FT) SOUTH OF THE SOUTHWEST CORNER OF RED
 LV0653'BLUFF BRIDGE, 17.5 M (57.4 FT) NORTHWEST OF THE CENTER OF A ROAD AND
 LV0653'GATE LEADING TO THE KING SALMON SEAWATER REARING PONDS, 9.8 M (32.2
 LV0653'FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 4.1 M (13.5 FT)
 LV0653'NORTHWEST OF THE CENTER OF A TRACK ROAD, 0.6 M (2.0 FT) BELOW THE
 LV0653'SURFACE OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 LV0653
 LV0653                          STATION RECOVERY (1992)
 LV0653
 LV0653'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0653'0.1 KM (0.05 MI) NORTHWESTERLY ALONG H STREET FROM THE POST OFFICE AND
 LV0653'COURTHOUSE IN EUREKA, THENCE 9.3 KM (5.75 MI) SOUTHERLY ALONG U.S.
 LV0653'HIGHWAY 101 (4TH STREET), THENCE 0.3 KM (0.20 MI) NORTHWESTERLY ALONG
 LV0653'KING SALMON ROAD, 27.7 M (90.9 FT) SOUTH OF THE SOUTHWEST CORNER OF
 LV0653'RED BLUFF BRIDGE, 17.5 M (57.4 FT) NORTHWEST OF THE CENTER OF A ROAD
 LV0653'AND GATE LEADING TO THE KING SALMON SEAWATER REARING PONDS, 9.8 M
 LV0653'(32.2 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 4.1 M (13.5 FT)
 LV0653'NORTHWEST OF THE CENTER OF A TRACK ROAD, 0.6 M (2.0 FT) BELOW THE
 LV0653'LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
 LV0653'NOTE--THE DISK IS ENCASED IN A 4-INCH PIPE AND IS FLUSH WITH THE
 LV0653'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0652 ***********************************************************************
 LV0652  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0652  DESIGNATION -  941 8739 C TIDAL
 LV0652  PID         -  LV0652
 LV0652  STATE/COUNTY-  CA/HUMBOLDT
 LV0652  USGS QUAD   -  FIELDS LANDING (1972)
 LV0652
 LV0652                         *CURRENT SURVEY CONTROL
 LV0652  ___________________________________________________________________
 LV0652* NAD 83(1986)-  40 44 13.     (N)    124 12 41.     (W)     SCALED    
 LV0652* NAVD 88     -         2.769  (meters)       9.08   (feet)  ADJUSTED  
 LV0652  ___________________________________________________________________
 LV0652  GEOID HEIGHT-         -30.91  (meters)                     GEOID09
 LV0652  DYNAMIC HT  -           2.768 (meters)       9.08  (feet)  COMP
 LV0652  MODELED GRAV-     980,185.9   (mgal)                       NAVD 88
 LV0652
 LV0652  VERT ORDER  -  FIRST     CLASS II
 LV0652
 LV0652.The horizontal coordinates were scaled from a topographic map and have
 LV0652.an estimated accuracy of +/- 6 seconds.
 LV0652.
 LV0652.The orthometric height was determined by differential leveling and
 LV0652.adjusted in June 1991.
 LV0652
 LV0652.This Tidal Bench Mark is designated as VM 8718
 LV0652.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0652
 LV0652.The geoid height was determined by GEOID09.
 LV0652
 LV0652.The dynamic height is computed by dividing the NAVD 88
 LV0652.geopotential number by the normal gravity value computed on the
 LV0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0652.degrees latitude (g = 980.6199 gals.).
 LV0652
 LV0652.The modeled gravity was interpolated from observed gravity values.
 LV0652
 LV0652;                    North         East    Units  Estimated Accuracy
 LV0652;SPC CA 1     -   658,210.    1,813,250.      MT  (+/- 180 meters Scaled)
 LV0652
 LV0652                          SUPERSEDED SURVEY CONTROL
 LV0652
 LV0652  NGVD 29 (12/02/92)    1.771  (m)            5.81   (f) ADJUSTED    1 2
 LV0652
 LV0652.Superseded values are not recommended for survey control.
 LV0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0652.See file dsdata.txt to determine how the superseded data were derived.
 LV0652
 LV0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL977102(NAD 83)
 LV0652
 LV0652_MARKER: DJ = TIDAL STATION DISK
 LV0652_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 LV0652_SP_SET: GALVANIZED STEEL ROD
 LV0652_STAMPING: 8739 C 1978
 LV0652_MARK LOGO: NOS   
 LV0652_PROJECTION: PROJECTING 5 CENTIMETERS
 LV0652_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0652+SATELLITE: SATELLITE OBSERVATIONS - July 06, 1992
 LV0652_ROD/PIPE-DEPTH: 14.6 meters
 LV0652
 LV0652  HISTORY     - Date     Condition        Report By
 LV0652  HISTORY     - 1978     MONUMENTED       NOS
 LV0652  HISTORY     - 19880222 GOOD             NGS
 LV0652  HISTORY     - 19920706 GOOD             NGS
 LV0652
 LV0652                          STATION DESCRIPTION
 LV0652
 LV0652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0652'9.3 KM (5.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LV0652'OFFICE IN EUREKA, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG KING
 LV0652'SALMON ROAD, 11.0 M (36.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LV0652'ROAD, 3.5 M (11.5 FT) NORTHWEST OF THE CENTER OF A PRIVATE PAVED
 LV0652'ROAD, AND LEVEL WITH THE PRIVATE ROAD.
 LV0652
 LV0652                          STATION RECOVERY (1992)
 LV0652
 LV0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0652'0.1 KM (0.05 MI) NORTHWESTERLY ALONG H STREET FROM THE POST OFFICE AND
 LV0652'COURTHOUSE IN EUREKA, THENCE 9.3 KM (5.75 MI) SOUTHERLY ALONG U.S.
 LV0652'HIGHWAY 101 (4TH STREET), THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG
 LV0652'KING SALMON ROAD, 11.0 M (36.1 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LV0652'ROAD, AND 3.5 M (11.5 FT) NORTHWEST OF AND LEVEL WITH THE CENTER OF A
 LV0652'PAVED ROAD. NOTE--THE DISK IS ENCASED IN A 4-INCH PIPE AND IS FLUSH
 LV0652'WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0650 ***********************************************************************
 LV0650  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0650  DESIGNATION -  941 8757 A TIDAL
 LV0650  PID         -  LV0650
 LV0650  STATE/COUNTY-  CA/HUMBOLDT
 LV0650  USGS QUAD   -  EUREKA (1972)
 LV0650
 LV0650                         *CURRENT SURVEY CONTROL
 LV0650  ___________________________________________________________________
 LV0650* NAD 83(1986)-  40 45 21.     (N)    124 11 41.     (W)     SCALED    
 LV0650* NAVD 88     -         4.060  (meters)      13.32   (feet)  ADJUSTED  
 LV0650  ___________________________________________________________________
 LV0650  GEOID HEIGHT-         -30.82  (meters)                     GEOID09
 LV0650  DYNAMIC HT  -           4.058 (meters)      13.31  (feet)  COMP
 LV0650  MODELED GRAV-     980,201.7   (mgal)                       NAVD 88
 LV0650
 LV0650  VERT ORDER  -  FIRST     CLASS II
 LV0650
 LV0650.The horizontal coordinates were scaled from a topographic map and have
 LV0650.an estimated accuracy of +/- 6 seconds.
 LV0650.
 LV0650.The orthometric height was determined by differential leveling and
 LV0650.adjusted in June 1991.
 LV0650
 LV0650.This Tidal Bench Mark is designated as VM 11954
 LV0650.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0650
 LV0650.The geoid height was determined by GEOID09.
 LV0650
 LV0650.The dynamic height is computed by dividing the NAVD 88
 LV0650.geopotential number by the normal gravity value computed on the
 LV0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0650.degrees latitude (g = 980.6199 gals.).
 LV0650
 LV0650.The modeled gravity was interpolated from observed gravity values.
 LV0650
 LV0650;                    North         East    Units  Estimated Accuracy
 LV0650;SPC CA 1     -   660,270.    1,814,710.      MT  (+/- 180 meters Scaled)
 LV0650
 LV0650                          SUPERSEDED SURVEY CONTROL
 LV0650
 LV0650  NGVD 29 (12/02/92)    3.058  (m)           10.03   (f) ADJUSTED    1 2
 LV0650
 LV0650.Superseded values are not recommended for survey control.
 LV0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0650.See file dsdata.txt to determine how the superseded data were derived.
 LV0650
 LV0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL991123(NAD 83)
 LV0650
 LV0650_MARKER: DJ = TIDAL STATION DISK
 LV0650_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0650_SP_SET: PIER
 LV0650_STAMPING: 8757 A 1977
 LV0650_MARK LOGO: NOS   
 LV0650_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0650
 LV0650  HISTORY     - Date     Condition        Report By
 LV0650  HISTORY     - 1977     MONUMENTED       NOS
 LV0650  HISTORY     - 19880222 GOOD             NGS
 LV0650
 LV0650                          STATION DESCRIPTION
 LV0650
 LV0650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0650'8.0 KM (4.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LV0650'OFFICE IN EUREKA, IN TOP OF THE MOST EASTERLY 1 OF 2 CONCRETE PILES
 LV0650'AT THE SOUTHEAST CORNER OF THE NORTHWESTERN PACIFIC RAILROAD BRIDGE
 LV0650'SPANNING THE ELK RIVER, 335.3 M (1100.1 FT) WEST OF THE CENTERLINE OF
 LV0650'THE SOUTHBOUND LANES OF THE HIGHWAY, 3.7 M (12.1 FT) EAST OF THE NEAR
 LV0650'RAIL, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0634 ***********************************************************************
 LV0634  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0634  DESIGNATION -  941 8767 A TIDAL
 LV0634  PID         -  LV0634
 LV0634  STATE/COUNTY-  CA/HUMBOLDT
 LV0634  USGS QUAD   -  EUREKA (1972)
 LV0634
 LV0634                         *CURRENT SURVEY CONTROL
 LV0634  ___________________________________________________________________
 LV0634* NAD 83(1986)-  40 46 00.     (N)    124 13 07.     (W)     SCALED    
 LV0634* NAVD 88     -         4.710  (meters)      15.45   (feet)  ADJUSTED  
 LV0634  ___________________________________________________________________
 LV0634  GEOID HEIGHT-         -30.91  (meters)                     GEOID09
 LV0634  DYNAMIC HT  -           4.708 (meters)      15.45  (feet)  COMP
 LV0634  MODELED GRAV-     980,203.6   (mgal)                       NAVD 88
 LV0634
 LV0634  VERT ORDER  -  FIRST     CLASS II
 LV0634
 LV0634.The horizontal coordinates were scaled from a topographic map and have
 LV0634.an estimated accuracy of +/- 6 seconds.
 LV0634.
 LV0634.The orthometric height was determined by differential leveling and
 LV0634.adjusted in June 1991.
 LV0634
 LV0634.This Tidal Bench Mark is designated as VM 1720
 LV0634.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0634
 LV0634.The geoid height was determined by GEOID09.
 LV0634
 LV0634.The dynamic height is computed by dividing the NAVD 88
 LV0634.geopotential number by the normal gravity value computed on the
 LV0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0634.degrees latitude (g = 980.6199 gals.).
 LV0634
 LV0634.The modeled gravity was interpolated from observed gravity values.
 LV0634
 LV0634;                    North         East    Units  Estimated Accuracy
 LV0634;SPC CA 1     -   661,520.    1,812,720.      MT  (+/- 180 meters Scaled)
 LV0634
 LV0634                          SUPERSEDED SURVEY CONTROL
 LV0634
 LV0634  NGVD 29 (12/02/92)    3.687  (m)           12.10   (f) ADJUSTED    1 2
 LV0634
 LV0634.Superseded values are not recommended for survey control.
 LV0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0634.See file dsdata.txt to determine how the superseded data were derived.
 LV0634
 LV0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL971135(NAD 83)
 LV0634
 LV0634_MARKER: DJ = TIDAL STATION DISK
 LV0634_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LV0634+WITH SETTING: PAVEMENT
 LV0634_SP_SET: FLAG POLE BASE
 LV0634_STAMPING: 8767 A 1981
 LV0634_MARK LOGO: NOS   
 LV0634_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0634+STABILITY: SURFACE MOTION
 LV0634
 LV0634  HISTORY     - Date     Condition        Report By
 LV0634  HISTORY     - 1981     MONUMENTED       NOS
 LV0634  HISTORY     - 19880220 GOOD             NGS
 LV0634
 LV0634                          STATION DESCRIPTION
 LV0634
 LV0634'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0634'19.1 KM (11.85 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE
 LV0634'JUNCTION WITH U.S. HIGHWAY 101 IN ARCATA, IN THE BASE OF A FLAG
 LV0634'POLE, 34.3 M (112.5 FT) SOUTHEAST OF A FENCE, 10.7 M (35.1 FT)
 LV0634'NORTHWEST OF THE WEST CORNER OF THE U.S. COAST GUARD STATION, 7.0 M
 LV0634'(23.0 FT) NORTHEAST OF A FIRE HYDRANT, AND LEVEL WITH THE GROUND
 LV0634'SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0632 ***********************************************************************
 LV0632  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0632  DESIGNATION -  941 8767 B TIDAL
 LV0632  PID         -  LV0632
 LV0632  STATE/COUNTY-  CA/HUMBOLDT
 LV0632  USGS QUAD   -  EUREKA (1972)
 LV0632
 LV0632                         *CURRENT SURVEY CONTROL
 LV0632  ___________________________________________________________________
 LV0632* NAD 83(1986)-  40 46 04.34   (N)    124 13 01.88   (W)     HD_HELD1  
 LV0632* NAVD 88     -         3.167  (meters)      10.39   (feet)  ADJUSTED  
 LV0632  ___________________________________________________________________
 LV0632  GEOID HEIGHT-         -30.90  (meters)                     GEOID09
 LV0632  DYNAMIC HT  -           3.166 (meters)      10.39  (feet)  COMP
 LV0632  MODELED GRAV-     980,204.0   (mgal)                       NAVD 88
 LV0632
 LV0632  VERT ORDER  -  FIRST     CLASS II
 LV0632
 LV0632.The horizontal coordinates were established by differentially corrected
 LV0632.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 LV0632.
 LV0632.The orthometric height was determined by differential leveling and
 LV0632.adjusted in June 1991.
 LV0632
 LV0632.This Tidal Bench Mark is designated as VM 1721
 LV0632.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0632
 LV0632.The geoid height was determined by GEOID09.
 LV0632
 LV0632.The dynamic height is computed by dividing the NAVD 88
 LV0632.geopotential number by the normal gravity value computed on the
 LV0632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0632.degrees latitude (g = 980.6199 gals.).
 LV0632
 LV0632.The modeled gravity was interpolated from observed gravity values.
 LV0632
 LV0632;                    North         East    Units  Estimated Accuracy
 LV0632;SPC CA 1     -   661,655.0   1,812,843.1     MT  (+/- 3 meters HH1 GPS) 
 LV0632
 LV0632                          SUPERSEDED SURVEY CONTROL
 LV0632
 LV0632  NGVD 29 (12/02/92)    2.144  (m)            7.03   (f) ADJUSTED    1 2
 LV0632
 LV0632.Superseded values are not recommended for survey control.
 LV0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0632.See file dsdata.txt to determine how the superseded data were derived.
 LV0632
 LV0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL9727313701(NAD 83)
 LV0632
 LV0632_MARKER: DJ = TIDAL STATION DISK
 LV0632_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0632_SP_SET: STAINLESS STEEL ROD
 LV0632_STAMPING: 8767 B 1981
 LV0632_MARK LOGO: NOS   
 LV0632_PROJECTION: PROJECTING 20 CENTIMETERS
 LV0632_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0632_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0632_ROD/PIPE-DEPTH: 14.6 meters
 LV0632
 LV0632  HISTORY     - Date     Condition        Report By
 LV0632  HISTORY     - 1981     MONUMENTED       NOS
 LV0632  HISTORY     - UNK      SEE DESCRIPTION
 LV0632  HISTORY     - 19880216 GOOD             NGS
 LV0632
 LV0632                          STATION DESCRIPTION
 LV0632
 LV0632'DESCRIBED UNK
 LV0632'
 LV0632
 LV0632                          STATION RECOVERY (1988)
 LV0632
 LV0632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0632'18.9 KM (11.75 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE
 LV0632'JUNCTION OF U.S. HIGHWAY 101 IN ARCATA, AT THE U.S. COAST GUARD
 LV0632'STATION, 86.0 M (282.2 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 16.1
 LV0632'M (52.8 FT) EAST OF THE EAST CORNER OF THE MOST SOUTHEASTERLY 1 OF 3
 LV0632'APARTMENT COMPLEXS, 12.0 M (39.4 FT) NORTHEAST OF A FIRE HYDRANT, 1.1
 LV0632'M (3.6 FT) NORTH OF A WITNESS POST, 0.4 M (1.3 FT) WEST OF A WITNESS
 LV0632'POST, AND LEVEL WITH THE ROAD.  NOTE--THE DISK IS 0.3 M (1.0 FT)
 LV0632'BELOW THE GROUND SURFACE AND IS ENCASED IN A 5-INCH PVC PIPE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0630 ***********************************************************************
 LV0630  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0630  DESIGNATION -  941 8767 C TIDAL
 LV0630  PID         -  LV0630
 LV0630  STATE/COUNTY-  CA/HUMBOLDT
 LV0630  USGS QUAD   -  EUREKA (1972)
 LV0630
 LV0630                         *CURRENT SURVEY CONTROL
 LV0630  ___________________________________________________________________
 LV0630* NAD 83(1986)-  40 46 04.     (N)    124 13 07.     (W)     SCALED    
 LV0630* NAVD 88     -         3.226  (meters)      10.58   (feet)  ADJUSTED  
 LV0630  ___________________________________________________________________
 LV0630  GEOID HEIGHT-         -30.90  (meters)                     GEOID09
 LV0630  DYNAMIC HT  -           3.224 (meters)      10.58  (feet)  COMP
 LV0630  MODELED GRAV-     980,203.9   (mgal)                       NAVD 88
 LV0630
 LV0630  VERT ORDER  -  FIRST     CLASS II
 LV0630
 LV0630.The horizontal coordinates were scaled from a topographic map and have
 LV0630.an estimated accuracy of +/- 6 seconds.
 LV0630.
 LV0630.The orthometric height was determined by differential leveling and
 LV0630.adjusted in June 1991.
 LV0630
 LV0630.This Tidal Bench Mark is designated as VM 1722
 LV0630.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0630
 LV0630.The geoid height was determined by GEOID09.
 LV0630
 LV0630.The dynamic height is computed by dividing the NAVD 88
 LV0630.geopotential number by the normal gravity value computed on the
 LV0630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0630.degrees latitude (g = 980.6199 gals.).
 LV0630
 LV0630.The modeled gravity was interpolated from observed gravity values.
 LV0630
 LV0630;                    North         East    Units  Estimated Accuracy
 LV0630;SPC CA 1     -   661,650.    1,812,720.      MT  (+/- 180 meters Scaled)
 LV0630
 LV0630                          SUPERSEDED SURVEY CONTROL
 LV0630
 LV0630  NGVD 29 (12/02/92)    2.202  (m)            7.22   (f) ADJUSTED    1 2
 LV0630
 LV0630.Superseded values are not recommended for survey control.
 LV0630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0630.See file dsdata.txt to determine how the superseded data were derived.
 LV0630
 LV0630_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL971136(NAD 83)
 LV0630
 LV0630_MARKER: DJ = TIDAL STATION DISK
 LV0630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0630_SP_SET: STAINLESS STEEL ROD
 LV0630_STAMPING: 8767 C 1981
 LV0630_MARK LOGO: NOS   
 LV0630_PROJECTION: PROJECTING 10 CENTIMETERS
 LV0630_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0630_ROD/PIPE-DEPTH: 12.2 meters
 LV0630
 LV0630  HISTORY     - Date     Condition        Report By
 LV0630  HISTORY     - 1981     MONUMENTED       NOS
 LV0630  HISTORY     - 19880220 GOOD             NGS
 LV0630
 LV0630                          STATION DESCRIPTION
 LV0630
 LV0630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0630'19.0 KM (11.80 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE
 LV0630'JUNCTION WITH U.S. HIGHWAY 101 IN ARCATA, AT THE U.S. COAST GUARD
 LV0630'STATION, 25.2 M (82.7 FT) SOUTHWEST OF A JOG IN A FENCE, 10.6 M (34.8
 LV0630'FT) NORTHWEST OF THE CENTER OF THE ROAD, 10.5 M (34.4 FT) WEST OF A
 LV0630'METAL STREET LIGHT POLE, 0.6 M (2.0 FT) NORTHWEST OF A FENCE, AND
 LV0630'LEVEL WITH THE ROAD.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0631 ***********************************************************************
 LV0631  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0631  DESIGNATION -  941 8767 D TIDAL
 LV0631  PID         -  LV0631
 LV0631  STATE/COUNTY-  CA/HUMBOLDT
 LV0631  USGS QUAD   -  EUREKA (1972)
 LV0631
 LV0631                         *CURRENT SURVEY CONTROL
 LV0631  ___________________________________________________________________
 LV0631* NAD 83(1986)-  40 46 06.     (N)    124 13 05.     (W)     SCALED    
 LV0631* NAVD 88     -         3.622  (meters)      11.88   (feet)  ADJUSTED  
 LV0631  ___________________________________________________________________
 LV0631  GEOID HEIGHT-         -30.90  (meters)                     GEOID09
 LV0631  DYNAMIC HT  -           3.620 (meters)      11.88  (feet)  COMP
 LV0631  MODELED GRAV-     980,204.1   (mgal)                       NAVD 88
 LV0631
 LV0631  VERT ORDER  -  FIRST     CLASS II
 LV0631
 LV0631.The horizontal coordinates were scaled from a topographic map and have
 LV0631.an estimated accuracy of +/- 6 seconds.
 LV0631.
 LV0631.The orthometric height was determined by differential leveling and
 LV0631.adjusted in June 1991.
 LV0631
 LV0631.This Tidal Bench Mark is designated as VM 1723
 LV0631.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0631
 LV0631.The geoid height was determined by GEOID09.
 LV0631
 LV0631.The dynamic height is computed by dividing the NAVD 88
 LV0631.geopotential number by the normal gravity value computed on the
 LV0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0631.degrees latitude (g = 980.6199 gals.).
 LV0631
 LV0631.The modeled gravity was interpolated from observed gravity values.
 LV0631
 LV0631;                    North         East    Units  Estimated Accuracy
 LV0631;SPC CA 1     -   661,710.    1,812,770.      MT  (+/- 180 meters Scaled)
 LV0631
 LV0631                          SUPERSEDED SURVEY CONTROL
 LV0631
 LV0631  NGVD 29 (12/02/92)    2.599  (m)            8.53   (f) ADJUSTED    1 2
 LV0631
 LV0631.Superseded values are not recommended for survey control.
 LV0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0631.See file dsdata.txt to determine how the superseded data were derived.
 LV0631
 LV0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL972137(NAD 83)
 LV0631
 LV0631_MARKER: DJ = TIDAL STATION DISK
 LV0631_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0631_SP_SET: STAINLESS STEEL ROD
 LV0631_STAMPING: 8767 D 1981
 LV0631_MARK LOGO: NOS   
 LV0631_PROJECTION: PROJECTING 10 CENTIMETERS
 LV0631_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0631_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0631_ROD/PIPE-DEPTH: 14.6 meters
 LV0631
 LV0631  HISTORY     - Date     Condition        Report By
 LV0631  HISTORY     - 1981     MONUMENTED       NOS
 LV0631  HISTORY     - 19880220 GOOD             NGS
 LV0631
 LV0631                          STATION DESCRIPTION
 LV0631
 LV0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0631'18.9 KM (11.75 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE
 LV0631'JUNCTION WITH U.S. HIGHWAY 101 IN ARCATA, AT THE U.S. COAST GUARD
 LV0631'STATION, 16.5 M (54.1 FT) NORTHWEST OF THE NORTH CORNER OF THE MOST
 LV0631'NORTHEASTERLY ONE OF THREE APARTMENT COMPLEXS, 8.3 M (27.2 FT)
 LV0631'EAST-SOUTHEAST OF THE CENTER OF THE ENTRANCE ROAD, 3.7 M (12.1 FT)
 LV0631'EAST OF A METAL STREET LIGHT POLE, AND LEVEL WITH THE ROAD.
 LV0631'NOTE--THE DISK IS 0.22 M (0.7 FT) BELOW THE GROUND SURFACE AND IS
 LV0631'ENCASED IN A 5-INCH PVC PIPE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0635 ***********************************************************************
 LV0635  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0635  DESIGNATION -  941 8767 E TIDAL
 LV0635  PID         -  LV0635
 LV0635  STATE/COUNTY-  CA/HUMBOLDT
 LV0635  USGS QUAD   -  EUREKA (1972)
 LV0635
 LV0635                         *CURRENT SURVEY CONTROL
 LV0635  ___________________________________________________________________
 LV0635* NAD 83(1986)-  40 46 00.     (N)    124 13 09.     (W)     SCALED    
 LV0635* NAVD 88     -         3.592  (meters)      11.78   (feet)  ADJUSTED  
 LV0635  ___________________________________________________________________
 LV0635  GEOID HEIGHT-         -30.91  (meters)                     GEOID09
 LV0635  DYNAMIC HT  -           3.591 (meters)      11.78  (feet)  COMP
 LV0635  MODELED GRAV-     980,203.6   (mgal)                       NAVD 88
 LV0635
 LV0635  VERT ORDER  -  FIRST     CLASS II
 LV0635
 LV0635.The horizontal coordinates were scaled from a topographic map and have
 LV0635.an estimated accuracy of +/- 6 seconds.
 LV0635.
 LV0635.The orthometric height was determined by differential leveling and
 LV0635.adjusted in June 1991.
 LV0635
 LV0635.This Tidal Bench Mark is designated as VM 1724
 LV0635.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0635
 LV0635.The geoid height was determined by GEOID09.
 LV0635
 LV0635.The dynamic height is computed by dividing the NAVD 88
 LV0635.geopotential number by the normal gravity value computed on the
 LV0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0635.degrees latitude (g = 980.6199 gals.).
 LV0635
 LV0635.The modeled gravity was interpolated from observed gravity values.
 LV0635
 LV0635;                    North         East    Units  Estimated Accuracy
 LV0635;SPC CA 1     -   661,530.    1,812,670.      MT  (+/- 180 meters Scaled)
 LV0635
 LV0635                          SUPERSEDED SURVEY CONTROL
 LV0635
 LV0635  NGVD 29 (12/02/92)    2.569  (m)            8.43   (f) ADJUSTED    1 2
 LV0635
 LV0635.Superseded values are not recommended for survey control.
 LV0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0635.See file dsdata.txt to determine how the superseded data were derived.
 LV0635
 LV0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL971135(NAD 83)
 LV0635
 LV0635_MARKER: DJ = TIDAL STATION DISK
 LV0635_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LV0635+WITH SETTING: PAVEMENT
 LV0635_SP_SET: CONCRETE PAD
 LV0635_STAMPING: 8767 E 1983
 LV0635_MARK LOGO: NOS   
 LV0635_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0635+STABILITY: SURFACE MOTION
 LV0635
 LV0635  HISTORY     - Date     Condition        Report By
 LV0635  HISTORY     - 1983     MONUMENTED       NOS
 LV0635  HISTORY     - 19880220 GOOD             NGS
 LV0635
 LV0635                          STATION DESCRIPTION
 LV0635
 LV0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0635'19.1 KM (11.85 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE
 LV0635'JUNCTION WITH U.S. HIGHWAY 101 IN ARCATA, IN THE NORTH CORNER OF A
 LV0635'10 BY 10 FOOT CONCRETE PAD OVER A FUEL STORAGE TANK, 49.6 M (162.7
 LV0635'FT) WEST OF THE WEST CORNER OF THE U.S. COAST GUARD STATION, 14.3 M
 LV0635'(46.9 FT) EAST OF THE SOUTH CORNER OF THE MOST SOUTHWESTERLY 1 OF 2
 LV0635'PARKING LOTS, 6.5 M (21.3 FT) SOUTHEAST OF THE SOUTHEAST CURB OF THE
 LV0635'PARKING LOT, 4.3 M (14.1 FT) NORTHEAST OF A FENCE, AND LEVEL WITH THE
 LV0635'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0636 ***********************************************************************
 LV0636  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0636  DESIGNATION -  941 8767 F TIDAL
 LV0636  PID         -  LV0636
 LV0636  STATE/COUNTY-  CA/HUMBOLDT
 LV0636  USGS QUAD   -  EUREKA (1972)
 LV0636
 LV0636                         *CURRENT SURVEY CONTROL
 LV0636  ___________________________________________________________________
 LV0636* NAD 83(1986)-  40 45 58.     (N)    124 13 07.     (W)     SCALED    
 LV0636* NAVD 88     -         4.129  (meters)      13.55   (feet)  ADJUSTED  
 LV0636  ___________________________________________________________________
 LV0636  GEOID HEIGHT-         -30.91  (meters)                     GEOID09
 LV0636  DYNAMIC HT  -           4.127 (meters)      13.54  (feet)  COMP
 LV0636  MODELED GRAV-     980,203.4   (mgal)                       NAVD 88
 LV0636
 LV0636  VERT ORDER  -  FIRST     CLASS II
 LV0636
 LV0636.The horizontal coordinates were scaled from a topographic map and have
 LV0636.an estimated accuracy of +/- 6 seconds.
 LV0636.
 LV0636.The orthometric height was determined by differential leveling and
 LV0636.adjusted in June 1991.
 LV0636
 LV0636.This Tidal Bench Mark is designated as VM 1725
 LV0636.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0636
 LV0636.The geoid height was determined by GEOID09.
 LV0636
 LV0636.The dynamic height is computed by dividing the NAVD 88
 LV0636.geopotential number by the normal gravity value computed on the
 LV0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0636.degrees latitude (g = 980.6199 gals.).
 LV0636
 LV0636.The modeled gravity was interpolated from observed gravity values.
 LV0636
 LV0636;                    North         East    Units  Estimated Accuracy
 LV0636;SPC CA 1     -   661,460.    1,812,720.      MT  (+/- 180 meters Scaled)
 LV0636
 LV0636                          SUPERSEDED SURVEY CONTROL
 LV0636
 LV0636  NGVD 29 (12/02/92)    3.106  (m)           10.19   (f) ADJUSTED    1 2
 LV0636
 LV0636.Superseded values are not recommended for survey control.
 LV0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0636.See file dsdata.txt to determine how the superseded data were derived.
 LV0636
 LV0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL971135(NAD 83)
 LV0636
 LV0636_MARKER: DJ = TIDAL STATION DISK
 LV0636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0636_SP_SET: SEAWALL
 LV0636_STAMPING: 8767 F 1983
 LV0636_MARK LOGO: NOS   
 LV0636_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0636
 LV0636  HISTORY     - Date     Condition        Report By
 LV0636  HISTORY     - 1983     MONUMENTED       NOS
 LV0636  HISTORY     - 19880220 GOOD             NGS
 LV0636
 LV0636                          STATION DESCRIPTION
 LV0636
 LV0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0636'19.1 KM (11.85 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE
 LV0636'JUNCTION WITH U.S. HIGHWAY 101 IN ARCATA, IN A CONCRETE SEAWALL,
 LV0636'52.6 M (172.6 FT) SOUTHWEST OF THE SOUTH CORNER OF THE U.S. COAST
 LV0636'GUARD STATION, 10.2 M (33.5 FT) EAST OF THE SOUTHEAST END OF A CHAIN
 LV0636'LINK FENCE, 5.9 M (19.4 FT) SOUTHWEST OF THE SOUTHEAST END OF A
 LV0636'WOODEN FENCE, AND 0.8 M (2.6 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0633 ***********************************************************************
 LV0633  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0633  DESIGNATION -  941 8767 G TIDAL
 LV0633  PID         -  LV0633
 LV0633  STATE/COUNTY-  CA/HUMBOLDT
 LV0633  USGS QUAD   -  EUREKA (1972)
 LV0633
 LV0633                         *CURRENT SURVEY CONTROL
 LV0633  ___________________________________________________________________
 LV0633* NAD 83(1986)-  40 46 01.     (N)    124 13 04.     (W)     SCALED    
 LV0633* NAVD 88     -         4.184  (meters)      13.73   (feet)  ADJUSTED  
 LV0633  ___________________________________________________________________
 LV0633  GEOID HEIGHT-         -30.90  (meters)                     GEOID09
 LV0633  DYNAMIC HT  -           4.182 (meters)      13.72  (feet)  COMP
 LV0633  MODELED GRAV-     980,203.7   (mgal)                       NAVD 88
 LV0633
 LV0633  VERT ORDER  -  FIRST     CLASS II
 LV0633
 LV0633.The horizontal coordinates were scaled from a topographic map and have
 LV0633.an estimated accuracy of +/- 6 seconds.
 LV0633.
 LV0633.The orthometric height was determined by differential leveling and
 LV0633.adjusted in June 1991.
 LV0633
 LV0633.This Tidal Bench Mark is designated as VM 1726
 LV0633.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0633
 LV0633.The geoid height was determined by GEOID09.
 LV0633
 LV0633.The dynamic height is computed by dividing the NAVD 88
 LV0633.geopotential number by the normal gravity value computed on the
 LV0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0633.degrees latitude (g = 980.6199 gals.).
 LV0633
 LV0633.The modeled gravity was interpolated from observed gravity values.
 LV0633
 LV0633;                    North         East    Units  Estimated Accuracy
 LV0633;SPC CA 1     -   661,550.    1,812,790.      MT  (+/- 180 meters Scaled)
 LV0633
 LV0633                          SUPERSEDED SURVEY CONTROL
 LV0633
 LV0633  NGVD 29 (12/02/92)    3.161  (m)           10.37   (f) ADJUSTED    1 2
 LV0633
 LV0633.Superseded values are not recommended for survey control.
 LV0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0633.See file dsdata.txt to determine how the superseded data were derived.
 LV0633
 LV0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL972135(NAD 83)
 LV0633
 LV0633_MARKER: DJ = TIDAL STATION DISK
 LV0633_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LV0633_SP_SET: FOUNDATION
 LV0633_STAMPING: 8767 G 1987
 LV0633_MARK LOGO: NOS   
 LV0633_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0633+STABILITY: SURFACE MOTION
 LV0633
 LV0633  HISTORY     - Date     Condition        Report By
 LV0633  HISTORY     - 1987     MONUMENTED       NOS
 LV0633  HISTORY     - 19880220 GOOD             NGS
 LV0633
 LV0633                          STATION DESCRIPTION
 LV0633
 LV0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0633'19.1 KM (11.85 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE
 LV0633'JUNCTION WITH U.S. HIGHWAY 101 IN ARCATA, IN TOP OF THE NORTH CORNER
 LV0633'OF A 4.5 BY 5.5 FOOT CONCRETE BOX HOUSING VALVE CONTROLS FOR A WASTE
 LV0633'TANK, 40.3 M (132.2 FT) EAST-NORTHEAST OF THE EAST CORNER OF THE U.S.
 LV0633'COAST GUARD STATION, 13.5 M (44.3 FT) SOUTHEAST OF THE SOUTHEAST EDGE
 LV0633'OF A CONCRETE SIDEWALK, 11.7 M (38.4 FT) NORTHWEST OF THE NORTHEAST
 LV0633'END OF A SEAWALL, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE GROUND.
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
 LV0647 ***********************************************************************
 LV0647  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0647  DESIGNATION -  941 8778 A TIDAL
 LV0647  PID         -  LV0647
 LV0647  STATE/COUNTY-  CA/HUMBOLDT
 LV0647  USGS QUAD   -  EUREKA (1972)
 LV0647
 LV0647                         *CURRENT SURVEY CONTROL
 LV0647  ___________________________________________________________________
 LV0647* NAD 83(1986)-  40 46 37.     (N)    124 11 37.     (W)     SCALED    
 LV0647* NAVD 88     -         2.940  (meters)       9.65   (feet)  ADJUSTED  
 LV0647  ___________________________________________________________________
 LV0647  GEOID HEIGHT-         -30.79  (meters)                     GEOID09
 LV0647  DYNAMIC HT  -           2.939 (meters)       9.64  (feet)  COMP
 LV0647  MODELED GRAV-     980,206.3   (mgal)                       NAVD 88
 LV0647
 LV0647  VERT ORDER  -  FIRST     CLASS II
 LV0647
 LV0647.The horizontal coordinates were scaled from a topographic map and have
 LV0647.an estimated accuracy of +/- 6 seconds.
 LV0647.
 LV0647.The orthometric height was determined by differential leveling and
 LV0647.adjusted in June 1991.
 LV0647
 LV0647.This Tidal Bench Mark is designated as VM 8723
 LV0647.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0647
 LV0647.The geoid height was determined by GEOID09.
 LV0647
 LV0647.The dynamic height is computed by dividing the NAVD 88
 LV0647.geopotential number by the normal gravity value computed on the
 LV0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0647.degrees latitude (g = 980.6199 gals.).
 LV0647
 LV0647.The modeled gravity was interpolated from observed gravity values.
 LV0647
 LV0647;                    North         East    Units  Estimated Accuracy
 LV0647;SPC CA 1     -   662,610.    1,814,860.      MT  (+/- 180 meters Scaled)
 LV0647
 LV0647                          SUPERSEDED SURVEY CONTROL
 LV0647
 LV0647  NGVD 29 (12/02/92)    1.937  (m)            6.36   (f) ADJUSTED    1 2
 LV0647
 LV0647.Superseded values are not recommended for survey control.
 LV0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0647.See file dsdata.txt to determine how the superseded data were derived.
 LV0647
 LV0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL992146(NAD 83)
 LV0647
 LV0647_MARKER: DJ = TIDAL STATION DISK
 LV0647_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LV0647_SP_SET: COPPER-CLAD STEEL ROD
 LV0647_STAMPING: 8778 A 1977
 LV0647_MARK LOGO: NGS   
 LV0647_PROJECTION: PROJECTING 30 CENTIMETERS
 LV0647_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0647_ROD/PIPE-DEPTH: 9.8  meters
 LV0647
 LV0647  HISTORY     - Date     Condition        Report By
 LV0647  HISTORY     - 1977     MONUMENTED       NOS
 LV0647  HISTORY     - 19880221 GOOD             NGS
 LV0647  HISTORY     - 19930401 MARK NOT FOUND   LOCSUR
 LV0647  HISTORY     - 20090123 MARK NOT FOUND   CADT
 LV0647
 LV0647                          STATION DESCRIPTION
 LV0647
 LV0647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0647'IN EUREKA, AT THE INTERSECTION OF TRUESDALE AVENUE AND HOWELL STREET,
 LV0647'110.0 M (360.9 FT) NORTH OF THE CENTER OF THE AVENUE, 21.6 M (70.9
 LV0647'FT) WEST OF THE CENTER OF THE STREET, 21.5 M (70.5 FT) SOUTH OF THE
 LV0647'CENTER OF THE ENTRANCE ROAD TO THE STANDARD OIL BULK PLANT, 2.2 M
 LV0647'(7.2 FT) WEST OF THE NEAR RAIL OF THE NORTHWESTERN PACIFIC RAILROAD,
 LV0647'0.8 M (2.6 FT) EAST OF A UTILITY POLE, AND LEVEL WITH THE TRACKS.
 LV0647
 LV0647                          STATION RECOVERY (1993)
 LV0647
 LV0647'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1993 (JSE)
 LV0647'N404638 W1241138  ELEV = 2M  ID NO. LV0647  QUAD 401241 COPPER-CLAD
 LV0647'STEEL ROD 8778 A 1977   COND  =  G   LATEST OBS DATE = 19880916 IN
 LV0647'EUREKA, AT THE INTERSECTION OF TRUESDALE AVENUE AND HOWELL STREET,
 LV0647'110.0 M (360.9 FT) NORTH OF THE CENTER OF THE AVENUE, 21.6MWEST OF THE
 LV0647'CENTER OF THE STREET, 21.5 M (70.5 FT) SOUTH OF THE CENTER OF THE
 LV0647'ENTRANCE ROAD TO THE STANDARD OIL BULK PLANT, 2.2 M (7.2 FT) WEST OF
 LV0647'THE NEAR RAIL OF THE NORTHWESTERN PACIFIC RAILROAD, 0.8 M (2.6 FT)
 LV0647'EAST OF A UTILITY POLE, AND LEVEL WITH THE TRACKS.
 LV0647
 LV0647                          STATION RECOVERY (2009)
 LV0647
 LV0647'RECOVERY NOTE BY CALTRANS 2009 (REB)
 LV0647'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0643 ***********************************************************************
 LV0643  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0643  DESIGNATION -  941 8799 A TIDAL
 LV0643  PID         -  LV0643
 LV0643  STATE/COUNTY-  CA/HUMBOLDT
 LV0643  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0643
 LV0643                         *CURRENT SURVEY CONTROL
 LV0643  ___________________________________________________________________
 LV0643* NAD 83(1986)-  40 47 42.     (N)    124 07 16.     (W)     SCALED    
 LV0643* NAVD 88     -         2.772  (meters)       9.09   (feet)  ADJUSTED  
 LV0643  ___________________________________________________________________
 LV0643  GEOID HEIGHT-         -30.47  (meters)                     GEOID09
 LV0643  DYNAMIC HT  -           2.771 (meters)       9.09  (feet)  COMP
 LV0643  MODELED GRAV-     980,204.8   (mgal)                       NAVD 88
 LV0643
 LV0643  VERT ORDER  -  FIRST     CLASS II
 LV0643
 LV0643.The horizontal coordinates were scaled from a topographic map and have
 LV0643.an estimated accuracy of +/- 6 seconds.
 LV0643.
 LV0643.The orthometric height was determined by differential leveling and
 LV0643.adjusted in June 1991.
 LV0643
 LV0643.This Tidal Bench Mark is designated as VM 8728
 LV0643.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0643
 LV0643.The geoid height was determined by GEOID09.
 LV0643
 LV0643.The dynamic height is computed by dividing the NAVD 88
 LV0643.geopotential number by the normal gravity value computed on the
 LV0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0643.degrees latitude (g = 980.6199 gals.).
 LV0643
 LV0643.The modeled gravity was interpolated from observed gravity values.
 LV0643
 LV0643;                    North         East    Units  Estimated Accuracy
 LV0643;SPC CA 1     -   664,470.    1,821,020.      MT  (+/- 180 meters Scaled)
 LV0643
 LV0643                          SUPERSEDED SURVEY CONTROL
 LV0643
 LV0643  NGVD 29 (12/02/92)    1.762  (m)            5.78   (f) ADJUSTED    1 2
 LV0643
 LV0643.Superseded values are not recommended for survey control.
 LV0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0643.See file dsdata.txt to determine how the superseded data were derived.
 LV0643
 LV0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL054166(NAD 83)
 LV0643
 LV0643_MARKER: DJ = TIDAL STATION DISK
 LV0643_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 LV0643_SP_SET: COPPER-CLAD STEEL ROD
 LV0643_STAMPING: 8799 A 1978
 LV0643_MARK LOGO: NOS   
 LV0643_PROJECTION: PROJECTING 5 CENTIMETERS
 LV0643_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0643_ROD/PIPE-DEPTH: 17.1 meters
 LV0643
 LV0643  HISTORY     - Date     Condition        Report By
 LV0643  HISTORY     - 1978     MONUMENTED       NOS
 LV0643  HISTORY     - 19880221 GOOD             NGS
 LV0643
 LV0643                          STATION DESCRIPTION
 LV0643
 LV0643'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0643'0.8 KM (0.50 MI) EASTERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LV0643'OFFICE IN EUREKA, THENCE 1.8 KM (1.10 MI) SOUTHEASTERLY ALONG MYRTLE
 LV0643'AVENUE, THENCE 1.3 KM (0.80 MI) EASTERLY ALONG PARK STREET, 62.0 M
 LV0643'(203.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN BRIDGE
 LV0643'SPANNING FRESHWATER SLOUGH, 4.1 M (13.5 FT) NORTH OF THE CENTER OF
 LV0643'THE STREET, 0.6 M (2.0 FT) WEST OF A FENCE CORNER, AND LEVEL WITH THE
 LV0643'STREET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0642 ***********************************************************************
 LV0642  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0642  DESIGNATION -  941 8799 E TIDAL
 LV0642  PID         -  LV0642
 LV0642  STATE/COUNTY-  CA/HUMBOLDT
 LV0642  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0642
 LV0642                         *CURRENT SURVEY CONTROL
 LV0642  ___________________________________________________________________
 LV0642* NAD 83(1986)-  40 47 42.2    (N)    124 07 34.7    (W)     HD_HELD2  
 LV0642* NAVD 88     -        20.504  (meters)      67.27   (feet)  ADJUSTED  
 LV0642  ___________________________________________________________________
 LV0642  GEOID HEIGHT-         -30.49  (meters)                     GEOID09
 LV0642  DYNAMIC HT  -          20.495 (meters)      67.24  (feet)  COMP
 LV0642  MODELED GRAV-     980,204.4   (mgal)                       NAVD 88
 LV0642
 LV0642  VERT ORDER  -  FIRST     CLASS II
 LV0642
 LV0642.The horizontal coordinates were established by autonomous hand held GPS
 LV0642.observations and have an estimated accuracy of +/- 10 meters.
 LV0642.
 LV0642.The orthometric height was determined by differential leveling and
 LV0642.adjusted in June 1991.
 LV0642
 LV0642.This Tidal Bench Mark is designated as VM 8731
 LV0642.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0642
 LV0642.Photographs are available for this station.
 LV0642
 LV0642.The geoid height was determined by GEOID09.
 LV0642
 LV0642.The dynamic height is computed by dividing the NAVD 88
 LV0642.geopotential number by the normal gravity value computed on the
 LV0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0642.degrees latitude (g = 980.6199 gals.).
 LV0642
 LV0642.The modeled gravity was interpolated from observed gravity values.
 LV0642
 LV0642;                    North         East    Units  Estimated Accuracy
 LV0642;SPC CA 1     -   664,482.    1,820,586.      MT  (+/- 10 meters HH2 GPS)
 LV0642
 LV0642                          SUPERSEDED SURVEY CONTROL
 LV0642
 LV0642  NGVD 29 (12/02/92)   19.493  (m)           63.95   (f) ADJUSTED    1 2
 LV0642
 LV0642.Superseded values are not recommended for survey control.
 LV0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0642.See file dsdata.txt to determine how the superseded data were derived.
 LV0642
 LV0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL0498216616(NAD 83)
 LV0642
 LV0642_MARKER: DJ = TIDAL STATION DISK
 LV0642_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0642_SP_SET: SIDEWALK
 LV0642_STAMPING: 8799 E 1978
 LV0642_MARK LOGO: NOS   
 LV0642_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0642
 LV0642  HISTORY     - Date     Condition        Report By
 LV0642  HISTORY     - 1978     MONUMENTED       NOS
 LV0642  HISTORY     - 19880221 GOOD             NGS
 LV0642
 LV0642                          STATION DESCRIPTION
 LV0642
 LV0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0642'IN EUREKA, AT THE INTERSECTION OF PARK AND QUAKER STREETS, IN THE
 LV0642'SIDEWALK AT THE SOUTHWEST CORNER OF THE INTERSECTION, 8.0 M (26.2 FT)
 LV0642'WEST OF THE CENTERLINE OF QUAKER STREET, 7.9 M (25.9 FT) SOUTH OF THE
 LV0642'CENTERLINE OF PARK STREET, 3.7 M (12.1 FT) EAST OF A FIRE HYDRANT,
 LV0642'AND 0.15 M (0.5 FT) ABOVE THE LEVEL OF THE STREETS.
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
 LV0645 ***********************************************************************
 LV0645  DESIGNATION -  941 8801 TIDAL BOLT
 LV0645  PID         -  LV0645
 LV0645  STATE/COUNTY-  CA/HUMBOLDT
 LV0645  USGS QUAD   -  EUREKA (1972)
 LV0645
 LV0645                         *CURRENT SURVEY CONTROL
 LV0645  ___________________________________________________________________
 LV0645* NAD 83(1986)-  40 48 14.     (N)    124 10 01.     (W)     SCALED    
 LV0645* NAVD 88     -         4.447  (meters)      14.59   (feet)  ADJUSTED  
 LV0645  ___________________________________________________________________
 LV0645  GEOID HEIGHT-         -30.66  (meters)                     GEOID09
 LV0645  DYNAMIC HT  -           4.445 (meters)      14.58  (feet)  COMP
 LV0645  MODELED GRAV-     980,207.7   (mgal)                       NAVD 88
 LV0645
 LV0645  VERT ORDER  -  FIRST     CLASS II
 LV0645
 LV0645.The horizontal coordinates were scaled from a topographic map and have
 LV0645.an estimated accuracy of +/- 6 seconds.
 LV0645.
 LV0645.The orthometric height was determined by differential leveling and
 LV0645.adjusted in June 1991.
 LV0645
 LV0645.The geoid height was determined by GEOID09.
 LV0645
 LV0645.The dynamic height is computed by dividing the NAVD 88
 LV0645.geopotential number by the normal gravity value computed on the
 LV0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0645.degrees latitude (g = 980.6199 gals.).
 LV0645
 LV0645.The modeled gravity was interpolated from observed gravity values.
 LV0645
 LV0645;                    North         East    Units  Estimated Accuracy
 LV0645;SPC CA 1     -   665,550.    1,817,180.      MT  (+/- 180 meters Scaled)
 LV0645
 LV0645                          SUPERSEDED SURVEY CONTROL
 LV0645
 LV0645  NGVD 29 (12/02/92)    3.438  (m)           11.28   (f) ADJUSTED    1 2
 LV0645
 LV0645.Superseded values are not recommended for survey control.
 LV0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0645.See file dsdata.txt to determine how the superseded data were derived.
 LV0645
 LV0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL015176(NAD 83)
 LV0645
 LV0645_MARKER: B = BOLT
 LV0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0645_SP_SET: CONCRETE POST
 LV0645_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0645+STABILITY: SURFACE MOTION
 LV0645
 LV0645  HISTORY     - Date     Condition        Report By
 LV0645  HISTORY     - UNK      MONUMENTED       CA1220
 LV0645  HISTORY     - 19880221 GOOD             NGS
 LV0645
 LV0645                          STATION DESCRIPTION
 LV0645
 LV0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0645'IN EUREKA, AT THE CENTER OF THE INTERSECTION OF THIRD AND E STREETS,
 LV0645'A COPPER BOLT IN THE CENTER OF A CONCRETE MONUMENT THAT IS 0.39 M
 LV0645'(1.3 FT) BELOW THE STREET SURFACE, ACCESS TO WHICH IS THROUGH AN
 LV0645'8-INCH STEEL MANHOLE COVER INSCRIBED MONUMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0640 ***********************************************************************
 LV0640  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0640  DESIGNATION -  941 8802 A TIDAL
 LV0640  PID         -  LV0640
 LV0640  STATE/COUNTY-  CA/HUMBOLDT
 LV0640  USGS QUAD   -  EUREKA (1972)
 LV0640
 LV0640                         *CURRENT SURVEY CONTROL
 LV0640  ___________________________________________________________________
 LV0640* NAD 83(1986)-  40 48 24.     (N)    124 08 34.     (W)     SCALED    
 LV0640* NAVD 88     -         2.851  (meters)       9.35   (feet)  ADJUSTED  
 LV0640  ___________________________________________________________________
 LV0640  GEOID HEIGHT-         -30.55  (meters)                     GEOID09
 LV0640  DYNAMIC HT  -           2.850 (meters)       9.35  (feet)  COMP
 LV0640  MODELED GRAV-     980,206.7   (mgal)                       NAVD 88
 LV0640
 LV0640  VERT ORDER  -  FIRST     CLASS II
 LV0640
 LV0640.The horizontal coordinates were scaled from a topographic map and have
 LV0640.an estimated accuracy of +/- 6 seconds.
 LV0640.
 LV0640.The orthometric height was determined by differential leveling and
 LV0640.adjusted in June 1991.
 LV0640
 LV0640.This Tidal Bench Mark is designated as VM 8738
 LV0640.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0640
 LV0640.The geoid height was determined by GEOID09.
 LV0640
 LV0640.The dynamic height is computed by dividing the NAVD 88
 LV0640.geopotential number by the normal gravity value computed on the
 LV0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0640.degrees latitude (g = 980.6199 gals.).
 LV0640
 LV0640.The modeled gravity was interpolated from observed gravity values.
 LV0640
 LV0640;                    North         East    Units  Estimated Accuracy
 LV0640;SPC CA 1     -   665,810.    1,819,230.      MT  (+/- 180 meters Scaled)
 LV0640
 LV0640                          SUPERSEDED SURVEY CONTROL
 LV0640
 LV0640  NGVD 29 (12/02/92)    1.840  (m)            6.04   (f) ADJUSTED    1 2
 LV0640
 LV0640.Superseded values are not recommended for survey control.
 LV0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0640.See file dsdata.txt to determine how the superseded data were derived.
 LV0640
 LV0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL036179(NAD 83)
 LV0640
 LV0640_MARKER: DJ = TIDAL STATION DISK
 LV0640_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0640_SP_SET: PIER
 LV0640_STAMPING: 8802 A 1978
 LV0640_MARK LOGO: NOS   
 LV0640_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0640
 LV0640  HISTORY     - Date     Condition        Report By
 LV0640  HISTORY     - 1978     MONUMENTED       NOS
 LV0640  HISTORY     - 19880221 GOOD             NGS
 LV0640
 LV0640                          STATION DESCRIPTION
 LV0640
 LV0640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0640'1.4 KM (0.85 MI) EASTERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LV0640'OFFICE IN EUREKA, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG X STREET,
 LV0640'THENCE 0.3 KM (0.20 MI) EASTERLY ALONG THE NORTHWESTERN PACIFIC
 LV0640'RAILROAD, IN TOP OF AND 0.5 M (1.6 FT) NORTH OF THE SOUTH END OF THE
 LV0640'WEST PIER AT THE END OF THE STEEL GIRDER PART OF THE RAILROAD BRIDGE
 LV0640'SPANNING EUREKA SLOUGH, 35.5 M (116.5 FT) EAST OF THE WEST END OF THE
 LV0640'BRIDGE, 2.1 M (6.9 FT) BELOW THE LEVEL OF THE TRACKS, AND 1.4 M (4.6
 LV0640'FT) SOUTH OF THE NEAR RAIL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0639 ***********************************************************************
 LV0639  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0639  DESIGNATION -  941 8802 B TIDAL
 LV0639  PID         -  LV0639
 LV0639  STATE/COUNTY-  CA/HUMBOLDT
 LV0639  USGS QUAD   -  EUREKA (1972)
 LV0639
 LV0639                         *CURRENT SURVEY CONTROL
 LV0639  ___________________________________________________________________
 LV0639* NAD 83(1986)-  40 48 24.     (N)    124 08 36.     (W)     SCALED    
 LV0639* NAVD 88     -         3.842  (meters)      12.61   (feet)  ADJUSTED  
 LV0639  ___________________________________________________________________
 LV0639  GEOID HEIGHT-         -30.56  (meters)                     GEOID09
 LV0639  DYNAMIC HT  -           3.840 (meters)      12.60  (feet)  COMP
 LV0639  MODELED GRAV-     980,206.7   (mgal)                       NAVD 88
 LV0639
 LV0639  VERT ORDER  -  FIRST     CLASS II
 LV0639
 LV0639.The horizontal coordinates were scaled from a topographic map and have
 LV0639.an estimated accuracy of +/- 6 seconds.
 LV0639.
 LV0639.The orthometric height was determined by differential leveling and
 LV0639.adjusted in June 1991.
 LV0639
 LV0639.This Tidal Bench Mark is designated as VM 8739
 LV0639.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0639
 LV0639.The geoid height was determined by GEOID09.
 LV0639
 LV0639.The dynamic height is computed by dividing the NAVD 88
 LV0639.geopotential number by the normal gravity value computed on the
 LV0639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0639.degrees latitude (g = 980.6199 gals.).
 LV0639
 LV0639.The modeled gravity was interpolated from observed gravity values.
 LV0639
 LV0639;                    North         East    Units  Estimated Accuracy
 LV0639;SPC CA 1     -   665,810.    1,819,180.      MT  (+/- 180 meters Scaled)
 LV0639
 LV0639                          SUPERSEDED SURVEY CONTROL
 LV0639
 LV0639  NGVD 29 (12/02/92)    2.830  (m)            9.28   (f) ADJUSTED    1 2
 LV0639
 LV0639.Superseded values are not recommended for survey control.
 LV0639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0639.See file dsdata.txt to determine how the superseded data were derived.
 LV0639
 LV0639_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL035179(NAD 83)
 LV0639
 LV0639_MARKER: DJ = TIDAL STATION DISK
 LV0639_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 LV0639_SP_SET: GALVANIZED STEEL ROD
 LV0639_STAMPING: 8802 B 1978
 LV0639_MARK LOGO: NOS   
 LV0639_PROJECTION: FLUSH
 LV0639_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0639_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0639_ROD/PIPE-DEPTH: 26.0 meters
 LV0639
 LV0639  HISTORY     - Date     Condition        Report By
 LV0639  HISTORY     - 1978     MONUMENTED       NOS
 LV0639  HISTORY     - 19880221 GOOD             NGS
 LV0639
 LV0639                          STATION DESCRIPTION
 LV0639
 LV0639'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0639'1.4 KM (0.85 MI) EASTERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LV0639'OFFICE IN EUREKA, THENCE 0.3 KM (0.20 MI) NORTHERLY ALONG X STREET,
 LV0639'THENCE 0.3 KM (0.20 MI) EASTERLY ALONG THE NORTHWESTERN PACIFIC
 LV0639'RAILROAD, 25.9 M (85.0 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LV0639'RAILROAD BRIDGE SPANNING EUREKA SLOUGH, 15.5 M (50.9 FT) SOUTH OF THE
 LV0639'NEAR RAIL, 3.0 M (9.8 FT) WEST OF A UTILITY POLE, 0.5 M (1.6 FT)
 LV0639'BELOW THE LEVEL OF THE TRACKS, AND 0.3 M (1.0 FT) NORTH OF A WITNESS
 LV0639'POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC PIPE THAT PROJECTS
 LV0639'0.03 M (0.1 FT) ABOVE THE GROUND SURFACE.
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
 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
 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
 LV0612 ***********************************************************************
 LV0612  DESIGNATION -  A 1402
 LV0612  PID         -  LV0612
 LV0612  STATE/COUNTY-  CA/HUMBOLDT
 LV0612  USGS QUAD   -  ARCATA NORTH (1972)
 LV0612
 LV0612                         *CURRENT SURVEY CONTROL
 LV0612  ___________________________________________________________________
 LV0612* NAD 83(1986)-  40 52 44.     (N)    124 04 55.     (W)     SCALED    
 LV0612* NAVD 88     -        18.659  (meters)      61.22   (feet)  ADJUSTED  
 LV0612  ___________________________________________________________________
 LV0612  GEOID HEIGHT-         -30.17  (meters)                     GEOID09
 LV0612  DYNAMIC HT  -          18.652 (meters)      61.19  (feet)  COMP
 LV0612  MODELED GRAV-     980,210.9   (mgal)                       NAVD 88
 LV0612
 LV0612  VERT ORDER  -  FIRST     CLASS II
 LV0612
 LV0612.The horizontal coordinates were scaled from a topographic map and have
 LV0612.an estimated accuracy of +/- 6 seconds.
 LV0612.
 LV0612.The orthometric height was determined by differential leveling and
 LV0612.adjusted in June 1991.
 LV0612
 LV0612.The geoid height was determined by GEOID09.
 LV0612
 LV0612.The dynamic height is computed by dividing the NAVD 88
 LV0612.geopotential number by the normal gravity value computed on the
 LV0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0612.degrees latitude (g = 980.6199 gals.).
 LV0612
 LV0612.The modeled gravity was interpolated from observed gravity values.
 LV0612
 LV0612;                    North         East    Units  Estimated Accuracy
 LV0612;SPC CA 1     -   673,700.    1,824,550.      MT  (+/- 180 meters Scaled)
 LV0612
 LV0612                          SUPERSEDED SURVEY CONTROL
 LV0612
 LV0612  NGVD 29 (12/02/92)   17.634  (m)           57.85   (f) ADJUSTED    1 2
 LV0612
 LV0612.Superseded values are not recommended for survey control.
 LV0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0612.See file dsdata.txt to determine how the superseded data were derived.
 LV0612
 LV0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL088258(NAD 83)
 LV0612
 LV0612_MARKER: DV = VERTICAL CONTROL DISK
 LV0612_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0612_SP_SET: PIER
 LV0612_STAMPING: A 1402 1988
 LV0612_MARK LOGO: NGS   
 LV0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0612+STABILITY: POSITION/ELEVATION WELL
 LV0612
 LV0612  HISTORY     - Date     Condition        Report By
 LV0612  HISTORY     - 1988     MONUMENTED       NGS
 LV0612  HISTORY     - 19880216 GOOD             NGS
 LV0612
 LV0612                          STATION DESCRIPTION
 LV0612
 LV0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0612'IN ARCATA.
 LV0612'IN ARCATA, AT THE INTERSECTION OF U.S. HIGHWAY 101 AND SUNSET AVENUE,
 LV0612'SET VERTICALLY IN THE SOUTH FACE OF THE MOST NORTHERLY 1 OF 2 COLUMNS
 LV0612'OF THE CENTER PIER OF THE AVENUE OVERPASS OF THE HIGHWAY, 12.0 M
 LV0612'(39.4 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LV0612'HIGHWAY, 10.7 M (35.1 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND
 LV0612'LANES OF THE HIGHWAY, AND 4.6 M (15.1 FT) NORTH OF THE CENTER OF THE
 LV0612'AVENUE.
 LV0612'THE MARK IS 1.3 M ABOVE THE GROUND.
 LV0612
 LV0612                          STATION RECOVERY (1988)
 LV0612
 LV0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1876 ***********************************************************************
 LU1876  DESIGNATION -  A 1404 X
 LU1876  PID         -  LU1876
 LU1876  STATE/COUNTY-  CA/HUMBOLDT
 LU1876  USGS QUAD   -  REDCREST (1969)
 LU1876
 LU1876                         *CURRENT SURVEY CONTROL
 LU1876  ___________________________________________________________________
 LU1876* NAD 83(1986)-  40 23 10.     (N)    123 55 53.     (W)     SCALED    
 LU1876* NAVD 88     -       111.452  (meters)     365.66   (feet)  ADJUSTED  
 LU1876  ___________________________________________________________________
 LU1876  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 LU1876  DYNAMIC HT  -         111.396 (meters)     365.47  (feet)  COMP
 LU1876  MODELED GRAV-     980,124.3   (mgal)                       NAVD 88
 LU1876
 LU1876  VERT ORDER  -  FIRST     CLASS II
 LU1876
 LU1876.The horizontal coordinates were scaled from a topographic map and have
 LU1876.an estimated accuracy of +/- 6 seconds.
 LU1876.
 LU1876.The orthometric height was determined by differential leveling and
 LU1876.adjusted in December 1992.
 LU1876
 LU1876.The geoid height was determined by GEOID09.
 LU1876
 LU1876.The dynamic height is computed by dividing the NAVD 88
 LU1876.geopotential number by the normal gravity value computed on the
 LU1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1876.degrees latitude (g = 980.6199 gals.).
 LU1876
 LU1876.The modeled gravity was interpolated from observed gravity values.
 LU1876
 LU1876;                    North         East    Units  Estimated Accuracy
 LU1876;SPC CA 1     -   618,710.    1,836,030.      MT  (+/- 180 meters Scaled)
 LU1876
 LU1876                          SUPERSEDED SURVEY CONTROL
 LU1876
 LU1876  NAVD 88 (06/15/91)  111.465  (m)          365.70   (f) UNKNOWN     1 2
 LU1876  NGVD 29 (12/02/92)  110.495  (m)          362.52   (f) ADJUSTED    1 2
 LU1876
 LU1876.Superseded values are not recommended for survey control.
 LU1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1876.See file dsdata.txt to determine how the superseded data were derived.
 LU1876
 LU1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK209710(NAD 83)
 LU1876
 LU1876_MARKER: I = METAL ROD
 LU1876_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1876_SP_SET: STAINLESS STEEL ROD
 LU1876_STAMPING: A 1404 X 1988
 LU1876_MARK LOGO: NGS   
 LU1876_PROJECTION: FLUSH
 LU1876_MAGNETIC: I = MARKER IS A STEEL ROD
 LU1876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1876+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1994
 LU1876_ROD/PIPE-DEPTH: 3.7  meters
 LU1876
 LU1876  HISTORY     - Date     Condition        Report By
 LU1876  HISTORY     - 1988     MONUMENTED       NGS
 LU1876  HISTORY     - 19920728 GOOD             NGS
 LU1876  HISTORY     - 19940725 GOOD             CADT
 LU1876
 LU1876                          STATION DESCRIPTION
 LU1876
 LU1876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1876'37.1 KM (23.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LU1876'OVERPASS IN FORTUNA, AT A PAVED TURNOUT, 27.2 M (89.2 FT) NORTH OF
 LU1876'THE CENTER OF A STORM DRAIN, 15.2 M (49.9 FT) WEST OF THE CENTERLINE
 LU1876'OF THE SOUTHBOUND LANES OF THE HIGHWAY, 4.2 M (13.8 FT) WEST OF THE
 LU1876'CURB OF THE TURNOUT, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 LU1876'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 LU1876'POINT IS THROUGH A 5-INCH LOGO CAP.
 LU1876
 LU1876                          STATION RECOVERY (1992)
 LU1876
 LU1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1876'37.1 KM (23.05 MI)  SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LU1876'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LU1876'AT A PAVED TURNOUT, 27.2 M (89.2 FT)  NORTH OF THE CENTER OF A STORM
 LU1876'DRAIN, 15.2 M (49.9 FT)  WEST OF THE CENTERLINE OF THE SOUTHBOUND
 LU1876'LANES OF THE HIGHWAY, 4.2 M (13.8 FT)  WEST OF A CURB OF THE TURNOUT,
 LU1876'0.6 M (2.0 FT)  BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 LU1876'EAST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LU1876'5-INCH LOGO CAP.  THIS MARK WAS CARRIED ON L25053 1988, PAGE 4, AS A
 LU1876'1404 INSTEAD OF A 1404 X.
 LU1876
 LU1876                          STATION RECOVERY (1994)
 LU1876
 LU1876'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 LU1876'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING INFORMATION-- THE
 LU1876'STORM DRAIN IS AN 8 IN.  OVERSIDE DRAIN AT THE SOUTHWEST CORNER OF THE
 LU1876'PAVED TURNOUT.  THE WITNESS POST HAS BEEN CUT DOWN BY A CALIF.  DEPT.
 LU1876'OF TRANSPORTATION GRASS MOWER. ADDITIONAL INFORMATION - THE MARK IS
 LU1876'229 FT (69.8 M) SOUTHEAST FROM THE SOUTHWEST CULVERT MARKER AT HIGHWAY
 LU1876'POSTMILE 38.36, AS MEASURED ALONG THE SOUTHWEST EDGE OF PAVEMENT OF
 LU1876'THE HIGHWAY, 230 FT (70.1 M) NORTHWEST FROM THE SOUTHWEST CULVERT
 LU1876'MARKER AT HIGHWAY POSTMILE 38.29, AS MEASURED ALONG THE SOUTHWEST EDGE
 LU1876'OF PAVEMENT OF THE HIGHWAY, AT HIGHWAY POSTMILE 38.33.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1789 ***********************************************************************
 KT1789  DESIGNATION -  A 1436
 KT1789  PID         -  KT1789
 KT1789  STATE/COUNTY-  CA/MENDOCINO
 KT1789  USGS QUAD   -  WESTPORT (1994)
 KT1789
 KT1789                         *CURRENT SURVEY CONTROL
 KT1789  ___________________________________________________________________
 KT1789* NAD 83(1986)-  39 42 38.     (N)    123 48 24.     (W)     SCALED    
 KT1789* NAVD 88     -        24.822  (meters)      81.44   (feet)  ADJUSTED  
 KT1789  ___________________________________________________________________
 KT1789  GEOID HEIGHT-         -30.68  (meters)                     GEOID09
 KT1789  DYNAMIC HT  -          24.809 (meters)      81.39  (feet)  COMP
 KT1789  MODELED GRAV-     980,135.6   (mgal)                       NAVD 88
 KT1789
 KT1789  VERT ORDER  -  FIRST     CLASS II
 KT1789
 KT1789.The horizontal coordinates were scaled from a topographic map and have
 KT1789.an estimated accuracy of +/- 6 seconds.
 KT1789.
 KT1789.The orthometric height was determined by differential leveling and
 KT1789.adjusted in June 1991.
 KT1789
 KT1789.The geoid height was determined by GEOID09.
 KT1789
 KT1789.The dynamic height is computed by dividing the NAVD 88
 KT1789.geopotential number by the normal gravity value computed on the
 KT1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1789.degrees latitude (g = 980.6199 gals.).
 KT1789
 KT1789.The modeled gravity was interpolated from observed gravity values.
 KT1789
 KT1789;                    North         East    Units  Estimated Accuracy
 KT1789;SPC CA 2     -   728,430.    1,845,090.      MT  (+/- 180 meters Scaled)
 KT1789
 KT1789                          SUPERSEDED SURVEY CONTROL
 KT1789
 KT1789  NGVD 29 (12/02/92)   23.920  (m)           78.48   (f) ADJUSTED    1 2
 KT1789
 KT1789.Superseded values are not recommended for survey control.
 KT1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1789.See file dsdata.txt to determine how the superseded data were derived.
 KT1789
 KT1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ308959(NAD 83)
 KT1789
 KT1789_MARKER: DV = VERTICAL CONTROL DISK
 KT1789_SETTING: 66 = SET IN ROCK OUTCROP
 KT1789_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1789_STAMPING: A 1436 1988
 KT1789_MARK LOGO: NGS   
 KT1789_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1789+STABILITY: POSITION/ELEVATION WELL
 KT1789
 KT1789  HISTORY     - Date     Condition        Report By
 KT1789  HISTORY     - 1988     MONUMENTED       NGS
 KT1789
 KT1789                          STATION DESCRIPTION
 KT1789
 KT1789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1789'9.0 KM (5.60 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 KT1789'ABALONE STREET IN WESTPORT, IN THE SOUTH END OF A 10 BY 15 FOOT
 KT1789'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.4 KM (0.25 MI) SOUTH OF A
 KT1789'BRIDGE SPANNING HARDY CREEK, 9.1 M (29.9 FT) EAST OF THE CENTERLINE
 KT1789'OF THE HIGHWAY, 9.1 M (29.9 FT) SOUTH OF THE CENTER OF CATCH BASIN
 KT1789'NUMBER 83.53, 1.5 M (4.9 FT) NORTH OF A WITNESS POST, AND 0.3 M (1.0
 KT1789'FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1756 ***********************************************************************
 KT1756  DESIGNATION -  A 1437
 KT1756  PID         -  KT1756
 KT1756  STATE/COUNTY-  CA/MENDOCINO
 KT1756  USGS QUAD   -  LEGGETT (1994)
 KT1756
 KT1756                         *CURRENT SURVEY CONTROL
 KT1756  ___________________________________________________________________
 KT1756* NAD 83(1986)-  39 51 50.     (N)    123 43 22.     (W)     SCALED    
 KT1756* NAVD 88     -       233.435  (meters)     765.86   (feet)  ADJUSTED  
 KT1756  ___________________________________________________________________
 KT1756  GEOID HEIGHT-         -30.08  (meters)                     GEOID09
 KT1756  DYNAMIC HT  -         233.303 (meters)     765.43  (feet)  COMP
 KT1756  MODELED GRAV-     980,056.7   (mgal)                       NAVD 88
 KT1756
 KT1756  VERT ORDER  -  FIRST     CLASS II
 KT1756
 KT1756.The horizontal coordinates were scaled from a topographic map and have
 KT1756.an estimated accuracy of +/- 6 seconds.
 KT1756.
 KT1756.The orthometric height was determined by differential leveling and
 KT1756.adjusted in June 1991.
 KT1756
 KT1756.The geoid height was determined by GEOID09.
 KT1756
 KT1756.The dynamic height is computed by dividing the NAVD 88
 KT1756.geopotential number by the normal gravity value computed on the
 KT1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1756.degrees latitude (g = 980.6199 gals.).
 KT1756
 KT1756.The modeled gravity was interpolated from observed gravity values.
 KT1756
 KT1756;                    North         East    Units  Estimated Accuracy
 KT1756;SPC CA 2     -   745,310.    1,852,600.      MT  (+/- 180 meters Scaled)
 KT1756
 KT1756                          SUPERSEDED SURVEY CONTROL
 KT1756
 KT1756  NGVD 29 (12/02/92)  232.518  (m)          762.85   (f) ADJUSTED    1 2
 KT1756
 KT1756.Superseded values are not recommended for survey control.
 KT1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1756.See file dsdata.txt to determine how the superseded data were derived.
 KT1756
 KT1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK381129(NAD 83)
 KT1756
 KT1756_MARKER: DV = VERTICAL CONTROL DISK
 KT1756_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KT1756_SP_SET: ABUTMENT CURBING
 KT1756_STAMPING: A 1437 1988
 KT1756_MARK LOGO: NGS   
 KT1756_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KT1756+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2008
 KT1756
 KT1756  HISTORY     - Date     Condition        Report By
 KT1756  HISTORY     - 1988     MONUMENTED       NGS
 KT1756  HISTORY     - 20080426 GOOD             GEOCAC
 KT1756
 KT1756                          STATION DESCRIPTION
 KT1756
 KT1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1756'0.9 KM (0.55 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 KT1756'U.S. HIGHWAY 101 IN LEGGETT, IN THE EAST END OF THE SOUTH CONCRETE
 KT1756'ABUTMENT CURBING OF A HIGHWAY BRIDGE SPANNING THE SOUTH FORK OF THE
 KT1756'EEL RIVER, 4.7 M (15.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY,
 KT1756'0.3 M (1.0 FT) WEST OF THE EAST END OF THE SOUTH CURBING, AND 0.3 M
 KT1756'(1.0 FT) ABOVE THE HIGHWAY.
 KT1756
 KT1756                          STATION RECOVERY (2008)
 KT1756
 KT1756'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 KT1756'TALL TREES INTERFERE WITH SATELLITE RECEPTION. HH2 LESS ACCURATE THAN
 KT1756'GIVEN SCALED COORDINATES.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1352 ***********************************************************************
 LU1352  DESIGNATION -  A 633
 LU1352  PID         -  LU1352
 LU1352  STATE/COUNTY-  CA/HUMBOLDT
 LU1352  USGS QUAD   -  GARBERVILLE (1970)
 LU1352
 LU1352                         *CURRENT SURVEY CONTROL
 LU1352  ___________________________________________________________________
 LU1352* NAD 83(1986)-  40 06 25.     (N)    123 47 10.     (W)     SCALED    
 LU1352* NAVD 88     -       231.030  (meters)     757.97   (feet)  ADJUSTED  
 LU1352  ___________________________________________________________________
 LU1352  GEOID HEIGHT-         -30.41  (meters)                     GEOID09
 LU1352  DYNAMIC HT  -         230.901 (meters)     757.55  (feet)  COMP
 LU1352  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 LU1352
 LU1352  VERT ORDER  -  FIRST     CLASS II
 LU1352
 LU1352.The horizontal coordinates were scaled from a topographic map and have
 LU1352.an estimated accuracy of +/- 6 seconds.
 LU1352.
 LU1352.The orthometric height was determined by differential leveling and
 LU1352.adjusted in June 1991.
 LU1352
 LU1352.The geoid height was determined by GEOID09.
 LU1352
 LU1352.The dynamic height is computed by dividing the NAVD 88
 LU1352.geopotential number by the normal gravity value computed on the
 LU1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1352.degrees latitude (g = 980.6199 gals.).
 LU1352
 LU1352.The modeled gravity was interpolated from observed gravity values.
 LU1352
 LU1352;                    North         East    Units  Estimated Accuracy
 LU1352;SPC CA 1     -   587,450.    1,847,730.      MT  (+/- 180 meters Scaled)
 LU1352
 LU1352                          SUPERSEDED SURVEY CONTROL
 LU1352
 LU1352  NGVD 29 (12/02/92)  230.104  (m)          754.93   (f) ADJUSTED    1 2
 LU1352
 LU1352.Superseded values are not recommended for survey control.
 LU1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1352.See file dsdata.txt to determine how the superseded data were derived.
 LU1352
 LU1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK330399(NAD 83)
 LU1352
 LU1352_MARKER: DB = BENCH MARK DISK
 LU1352_SETTING: 80 = SET IN A BOULDER
 LU1352_SP_SET: IN DRILL HOLE IN A BOULDER
 LU1352_STAMPING: A 633 1942
 LU1352_MARK LOGO: CGS   
 LU1352_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1352+STABILITY: SURFACE MOTION
 LU1352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1352+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1352
 LU1352  HISTORY     - Date     Condition        Report By
 LU1352  HISTORY     - 1942     MONUMENTED       CGS
 LU1352  HISTORY     - 19880330 GOOD             NGS
 LU1352  HISTORY     - 19920729 GOOD             NGS
 LU1352  HISTORY     - 19960101 GOOD             WOOLPT
 LU1352
 LU1352                          STATION DESCRIPTION
 LU1352
 LU1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LU1352'1.5 MI E FROM GARBERVILLE.
 LU1352'1.5 MILES EAST ALONG THE HARRIS ROAD FROM THE POST OFFICE AT
 LU1352'GARBERVILLE, HUMBOLDT COUNTY, ABOUT 600 FEET EAST OF A WATER
 LU1352'PUMP, ON A KNOLL, 75 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND
 LU1352'IN THE TOP OF A BOULDER.  A STANDARD DISK, STAMPED A 633 1942.
 LU1352
 LU1352                          STATION RECOVERY (1988)
 LU1352
 LU1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1352'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  1.0 KM (0.60
 LU1352'MI) NORTHERLY ALONG REDWOOD DRIVE FROM THE POST OFFICE IN
 LU1352'GARBERVILLE, THENCE 1.1 KM (0.70 MI) EASTERLY ALONG ALDERPOINT ROAD.
 LU1352'ADD--7.0 M (23.0 FT) NORTH OF THE CENTER OF WALLAN ROAD, AND 22.9 M
 LU1352'(75.1 FT) EAST OF THE CENTERLINE OF THE ALDERPOINT ROAD.  DELETE--75
 LU1352'FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 LU1352
 LU1352                          STATION RECOVERY (1992)
 LU1352
 LU1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1352'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1352'OFFICE IN GARBERVILLE, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG
 LU1352'REDWOOD DRIVE, THENCE 1.1 KM (0.70 MI) EASTERLY ALONG ALDERPOINT
 LU1352'ROAD, IN A BOULDER AT THE CREST OF A HILL, 22.9 M (75.1 FT) EAST OF
 LU1352'THE CENTERLINE OF THE ROAD, AND 7.0 M (23.0 FT) NORTH OF THE CENTER
 LU1352'OF WALLAN ROAD.
 LU1352
 LU1352                          STATION RECOVERY (1996)
 LU1352
 LU1352'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996
 LU1352'RECOVERED AS GOOD.
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
 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
 LV0613 ***********************************************************************
 LV0613  DESIGNATION -  B 1402
 LV0613  PID         -  LV0613
 LV0613  STATE/COUNTY-  CA/HUMBOLDT
 LV0613  USGS QUAD   -  ARCATA NORTH (1972)
 LV0613
 LV0613                         *CURRENT SURVEY CONTROL
 LV0613  ___________________________________________________________________
 LV0613* NAD 83(1986)-  40 53 08.     (N)    124 04 47.     (W)     SCALED    
 LV0613* NAVD 88     -        16.654  (meters)      54.64   (feet)  ADJUSTED  
 LV0613  ___________________________________________________________________
 LV0613  GEOID HEIGHT-         -30.14  (meters)                     GEOID09
 LV0613  DYNAMIC HT  -          16.647 (meters)      54.62  (feet)  COMP
 LV0613  MODELED GRAV-     980,212.6   (mgal)                       NAVD 88
 LV0613
 LV0613  VERT ORDER  -  FIRST     CLASS II
 LV0613
 LV0613.The horizontal coordinates were scaled from a topographic map and have
 LV0613.an estimated accuracy of +/- 6 seconds.
 LV0613.
 LV0613.The orthometric height was determined by differential leveling and
 LV0613.adjusted in June 1991.
 LV0613
 LV0613.The geoid height was determined by GEOID09.
 LV0613
 LV0613.The dynamic height is computed by dividing the NAVD 88
 LV0613.geopotential number by the normal gravity value computed on the
 LV0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0613.degrees latitude (g = 980.6199 gals.).
 LV0613
 LV0613.The modeled gravity was interpolated from observed gravity values.
 LV0613
 LV0613;                    North         East    Units  Estimated Accuracy
 LV0613;SPC CA 1     -   674,430.    1,824,760.      MT  (+/- 180 meters Scaled)
 LV0613
 LV0613                          SUPERSEDED SURVEY CONTROL
 LV0613
 LV0613  NGVD 29 (12/02/92)   15.629  (m)           51.28   (f) ADJUSTED    1 2
 LV0613
 LV0613.Superseded values are not recommended for survey control.
 LV0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0613.See file dsdata.txt to determine how the superseded data were derived.
 LV0613
 LV0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL090266(NAD 83)
 LV0613
 LV0613_MARKER: DV = VERTICAL CONTROL DISK
 LV0613_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0613_SP_SET: PIER
 LV0613_STAMPING: B 1402 1988
 LV0613_MARK LOGO: NGS   
 LV0613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0613+STABILITY: POSITION/ELEVATION WELL
 LV0613
 LV0613  HISTORY     - Date     Condition        Report By
 LV0613  HISTORY     - 1988     MONUMENTED       NGS
 LV0613  HISTORY     - 19880216 GOOD             NGS
 LV0613
 LV0613                          STATION DESCRIPTION
 LV0613
 LV0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0613'IN ARCATA.
 LV0613'IN ARCATA, AT THE INTERSECTION OF U.S. HIGHWAY 101 AND ST LOUIS ROAD,
 LV0613'SET VERTICALLY IN THE NORTH FACE OF THE MOST SOUTHERLY 1 OF 2 COLUMNS
 LV0613'OF THE CENTER PIER OF THE ROAD OVERPASS OF THE HIGHWAY
 LV0613'(0VERPASS NUMBER B4-254), 11.7 M (38.4 FT) WEST OF THE CENTERLINE OF
 LV0613'THE NORTHBOUND LANES OF THE HIGHWAY, 8.9 M (29.2 FT) EAST OF THE
 LV0613'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 3.4 M
 LV0613'(11.2 FT) SOUTH OF THE CENTER OF THE ROAD.
 LV0613'THE MARK IS 1.3 M ABOVE THE GROUND.
 LV0613
 LV0613                          STATION RECOVERY (1988)
 LV0613
 LV0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1877 ***********************************************************************
 LU1877  DESIGNATION -  B 1404 X
 LU1877  PID         -  LU1877
 LU1877  STATE/COUNTY-  CA/HUMBOLDT
 LU1877  USGS QUAD   -  WEOTT (1969)
 LU1877
 LU1877                         *CURRENT SURVEY CONTROL
 LU1877  ___________________________________________________________________
 LU1877* NAD 83(1986)-  40 21 19.     (N)    123 55 31.     (W)     SCALED    
 LU1877* NAVD 88     -        53.605  (meters)     175.87   (feet)  ADJUSTED  
 LU1877  ___________________________________________________________________
 LU1877  GEOID HEIGHT-         -30.51  (meters)                     GEOID09
 LU1877  DYNAMIC HT  -          53.578 (meters)     175.78  (feet)  COMP
 LU1877  MODELED GRAV-     980,121.0   (mgal)                       NAVD 88
 LU1877
 LU1877  VERT ORDER  -  FIRST     CLASS II
 LU1877
 LU1877.The horizontal coordinates were scaled from a topographic map and have
 LU1877.an estimated accuracy of +/- 6 seconds.
 LU1877.
 LU1877.The orthometric height was determined by differential leveling and
 LU1877.adjusted in December 1992.
 LU1877
 LU1877.The geoid height was determined by GEOID09.
 LU1877
 LU1877.The dynamic height is computed by dividing the NAVD 88
 LU1877.geopotential number by the normal gravity value computed on the
 LU1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1877.degrees latitude (g = 980.6199 gals.).
 LU1877
 LU1877.The modeled gravity was interpolated from observed gravity values.
 LU1877
 LU1877;                    North         East    Units  Estimated Accuracy
 LU1877;SPC CA 1     -   615,270.    1,836,470.      MT  (+/- 180 meters Scaled)
 LU1877
 LU1877                          SUPERSEDED SURVEY CONTROL
 LU1877
 LU1877  NAVD 88 (06/15/91)   53.616  (m)          175.91   (f) UNKNOWN     1 2
 LU1877  NGVD 29 (12/02/92)   52.651  (m)          172.74   (f) ADJUSTED    1 2
 LU1877
 LU1877.Superseded values are not recommended for survey control.
 LU1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1877.See file dsdata.txt to determine how the superseded data were derived.
 LU1877
 LU1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK214676(NAD 83)
 LU1877
 LU1877_MARKER: DV = VERTICAL CONTROL DISK
 LU1877_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1877_SP_SET: PIER
 LU1877_STAMPING: B 1404 X 1988
 LU1877_MARK LOGO: NGS   
 LU1877_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1877+STABILITY: POSITION/ELEVATION WELL
 LU1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1877+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 LU1877
 LU1877  HISTORY     - Date     Condition        Report By
 LU1877  HISTORY     - 1988     MONUMENTED       NGS
 LU1877  HISTORY     - 19920730 GOOD             NGS
 LU1877  HISTORY     - 20021029 GOOD             CADPR
 LU1877
 LU1877                          STATION DESCRIPTION
 LU1877
 LU1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1877'38.2 KM (23.75 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LU1877'OFFICE IN GARBERVILLE, AT THE AVENUE OF THE GIANTS OVERPASS, SET
 LU1877'VERTICALLY IN THE NORTH FACE OF THE NORTHEAST 1 OF 4 PIERS OF THE
 LU1877'BRIDGE SPANNING THE SOUTH FORK OF THE EEL RIVER,46.7 M (153.2 FT)
 LU1877'SOUTHWEST OF THE SOUTHWEST CORNER OF THE NORTHEAST ABUTMENT, 9.3 M
 LU1877'(30.5 FT) NORTHWEST OF THE CENTER OF THE HIGHWAY, 7.8 M (25.6 FT)
 LU1877'SOUTH OF THE CENTERLINE OF A PAVED ROAD LEADING WEST TO THE
 LU1877'ROCKEFELLER FOREST, 2.6 M (8.5 FT) EAST OF THE WEST END OF THE PIER,
 LU1877'AND 1.3 M (4.3 FT) ABOVE THE ROAD LEVEL.
 LU1877
 LU1877                          STATION RECOVERY (1992)
 LU1877
 LU1877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1877'0.1 KM (0.05 MI)  NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1877'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI)  NORTHERLY ALONG
 LU1877'REDWOOD DRIVE, THENCE 39.6 KM (24.60 MI)  NORTHERLY ALONG U.S.
 LU1877'HIGHWAY 101, SET VERTICALLY IN THE NORTH FACE OF THE FIRST CONCRETE
 LU1877'PIER SOUTH OF THE NORTH ABUTMENT OF A HIGHWAY BRIDGE SPANNING THE
 LU1877'SOUTH FORK OF THE EEL RIVER, 9.3 M (30.5 FT)  NORTHWEST OF THE CENTER
 LU1877'OF THE HIGHWAY, 7.8 M (25.6 FT)  SOUTH OF THE CENTERLINE OF A PAVED
 LU1877'ROAD LEADING WEST TO ROCKEFELLER FOREST, 2.6 M (8.5 FT)  EAST OF THE
 LU1877'WEST END OF THE PIER, AND 1.3 M (4.3 FT)  ABOVE THE LEVEL OF THE
 LU1877'ROAD.
 LU1877
 LU1877                          STATION RECOVERY (2002)
 LU1877
 LU1877'RECOVERY NOTE BY CA DEPT PARKS REC 2002 (DBK)
 LU1877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1790 ***********************************************************************
 KT1790  DESIGNATION -  B 1436
 KT1790  PID         -  KT1790
 KT1790  STATE/COUNTY-  CA/MENDOCINO
 KT1790  USGS QUAD   -  WESTPORT (1994)
 KT1790
 KT1790                         *CURRENT SURVEY CONTROL
 KT1790  ___________________________________________________________________
 KT1790* NAD 83(1986)-  39 42 13.     (N)    123 48 13.     (W)     SCALED    
 KT1790* NAVD 88     -        17.583  (meters)      57.69   (feet)  ADJUSTED  
 KT1790  ___________________________________________________________________
 KT1790  GEOID HEIGHT-         -30.68  (meters)                     GEOID09
 KT1790  DYNAMIC HT  -          17.574 (meters)      57.66  (feet)  COMP
 KT1790  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 KT1790
 KT1790  VERT ORDER  -  FIRST     CLASS II
 KT1790
 KT1790.The horizontal coordinates were scaled from a topographic map and have
 KT1790.an estimated accuracy of +/- 6 seconds.
 KT1790.
 KT1790.The orthometric height was determined by differential leveling and
 KT1790.adjusted in June 1991.
 KT1790
 KT1790.The geoid height was determined by GEOID09.
 KT1790
 KT1790.The dynamic height is computed by dividing the NAVD 88
 KT1790.geopotential number by the normal gravity value computed on the
 KT1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1790.degrees latitude (g = 980.6199 gals.).
 KT1790
 KT1790.The modeled gravity was interpolated from observed gravity values.
 KT1790
 KT1790;                    North         East    Units  Estimated Accuracy
 KT1790;SPC CA 2     -   727,650.    1,845,330.      MT  (+/- 180 meters Scaled)
 KT1790
 KT1790                          SUPERSEDED SURVEY CONTROL
 KT1790
 KT1790  NGVD 29 (12/02/92)   16.682  (m)           54.73   (f) ADJUSTED    1 2
 KT1790
 KT1790.Superseded values are not recommended for survey control.
 KT1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1790.See file dsdata.txt to determine how the superseded data were derived.
 KT1790
 KT1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ311951(NAD 83)
 KT1790
 KT1790_MARKER: DV = VERTICAL CONTROL DISK
 KT1790_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KT1790_SP_SET: ABUTMENT
 KT1790_STAMPING: B 1436 1988
 KT1790_MARK LOGO: NGS   
 KT1790_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1790
 KT1790  HISTORY     - Date     Condition        Report By
 KT1790  HISTORY     - 1988     MONUMENTED       NGS
 KT1790
 KT1790                          STATION DESCRIPTION
 KT1790
 KT1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1790'8.1 KM (5.05 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 KT1790'ABALONE STREET IN WESTPORT, SET VERTICALLY IN THE SOUTH FACE OF THE
 KT1790'NORTH ABUTMENT OF A HIGHWAY BRIDGE SPANNING JUAN CREEK, 6.7 M (22.0
 KT1790'FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE RAILING, 5.0 M (16.4
 KT1790'FT) EAST OF THE CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF THE
 KT1790'SOUTHWEST CORNER OF THE ABUTMENT, AND 2.5 M (8.2 FT) BELOW THE LEVEL
 KT1790'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1757 ***********************************************************************
 KT1757  DESIGNATION -  B 1437
 KT1757  PID         -  KT1757
 KT1757  STATE/COUNTY-  CA/MENDOCINO
 KT1757  USGS QUAD   -  LEGGETT (1994)
 KT1757
 KT1757                         *CURRENT SURVEY CONTROL
 KT1757  ___________________________________________________________________
 KT1757* NAD 83(1986)-  39 51 36.     (N)    123 43 17.     (W)     SCALED    
 KT1757* NAVD 88     -       262.649  (meters)     861.71   (feet)  ADJUSTED  
 KT1757  ___________________________________________________________________
 KT1757  GEOID HEIGHT-         -30.07  (meters)                     GEOID09
 KT1757  DYNAMIC HT  -         262.501 (meters)     861.22  (feet)  COMP
 KT1757  MODELED GRAV-     980,055.8   (mgal)                       NAVD 88
 KT1757
 KT1757  VERT ORDER  -  FIRST     CLASS II
 KT1757
 KT1757.The horizontal coordinates were scaled from a topographic map and have
 KT1757.an estimated accuracy of +/- 6 seconds.
 KT1757.
 KT1757.The orthometric height was determined by differential leveling and
 KT1757.adjusted in June 1991.
 KT1757
 KT1757.The geoid height was determined by GEOID09.
 KT1757
 KT1757.The dynamic height is computed by dividing the NAVD 88
 KT1757.geopotential number by the normal gravity value computed on the
 KT1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1757.degrees latitude (g = 980.6199 gals.).
 KT1757
 KT1757.The modeled gravity was interpolated from observed gravity values.
 KT1757
 KT1757;                    North         East    Units  Estimated Accuracy
 KT1757;SPC CA 2     -   744,880.    1,852,710.      MT  (+/- 180 meters Scaled)
 KT1757
 KT1757                          SUPERSEDED SURVEY CONTROL
 KT1757
 KT1757  NGVD 29 (12/02/92)  261.733  (m)          858.70   (f) ADJUSTED    1 2
 KT1757
 KT1757.Superseded values are not recommended for survey control.
 KT1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1757.See file dsdata.txt to determine how the superseded data were derived.
 KT1757
 KT1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK382124(NAD 83)
 KT1757
 KT1757_MARKER: DV = VERTICAL CONTROL DISK
 KT1757_SETTING: 66 = SET IN ROCK OUTCROP
 KT1757_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1757_STAMPING: B 1437 1988
 KT1757_MARK LOGO: NGS   
 KT1757_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1757+STABILITY: POSITION/ELEVATION WELL
 KT1757
 KT1757  HISTORY     - Date     Condition        Report By
 KT1757  HISTORY     - 1988     MONUMENTED       NGS
 KT1757
 KT1757                          STATION DESCRIPTION
 KT1757
 KT1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1757'1.9 KM (1.20 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 KT1757'U.S. HIGHWAY 101 IN LEGGETT, 0.1 KM (0.05 MI) SOUTHWEST OF THE
 KT1757'INTERSECTION OF A GRAVELED ROAD LEADING TO THE BIG SKY GIFT SHOP, IN
 KT1757'A 2 BY 3 FOOT SLOPING EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 21.7
 KT1757'M (71.2 FT) NORTHWEST OF THE SOUTHWEST END OF A METAL GUARDRAIL, 5.0
 KT1757'M (16.4 FT) WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.9
 KT1757'M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
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
 LU1878 ***********************************************************************
 LU1878  DESIGNATION -  C 1085 RESET
 LU1878  PID         -  LU1878
 LU1878  STATE/COUNTY-  CA/HUMBOLDT
 LU1878  USGS QUAD   -  MYERS FLAT (1969)
 LU1878
 LU1878                         *CURRENT SURVEY CONTROL
 LU1878  ___________________________________________________________________
 LU1878* NAD 83(1986)-  40 15 27.     (N)    123 49 39.     (W)     SCALED    
 LU1878* NAVD 88     -        65.959  (meters)     216.40   (feet)  ADJUSTED  
 LU1878  ___________________________________________________________________
 LU1878  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 LU1878  DYNAMIC HT  -          65.923 (meters)     216.28  (feet)  COMP
 LU1878  MODELED GRAV-     980,086.0   (mgal)                       NAVD 88
 LU1878
 LU1878  VERT ORDER  -  FIRST     CLASS II
 LU1878
 LU1878.The horizontal coordinates were scaled from a topographic map and have
 LU1878.an estimated accuracy of +/- 6 seconds.
 LU1878.
 LU1878.The orthometric height was determined by differential leveling and
 LU1878.adjusted in June 1991.
 LU1878
 LU1878.The geoid height was determined by GEOID09.
 LU1878
 LU1878.The dynamic height is computed by dividing the NAVD 88
 LU1878.geopotential number by the normal gravity value computed on the
 LU1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1878.degrees latitude (g = 980.6199 gals.).
 LU1878
 LU1878.The modeled gravity was interpolated from observed gravity values.
 LU1878
 LU1878;                    North         East    Units  Estimated Accuracy
 LU1878;SPC CA 1     -   604,240.    1,844,550.      MT  (+/- 180 meters Scaled)
 LU1878
 LU1878                          SUPERSEDED SURVEY CONTROL
 LU1878
 LU1878  NGVD 29 (12/02/92)   65.023  (m)          213.33   (f) ADJUSTED    1 2
 LU1878
 LU1878.Superseded values are not recommended for survey control.
 LU1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1878.See file dsdata.txt to determine how the superseded data were derived.
 LU1878
 LU1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK296566(NAD 83)
 LU1878
 LU1878_MARKER: DB = BENCH MARK DISK
 LU1878_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1878_SP_SET: HEADWALL
 LU1878_STAMPING: C 1085 1967 RESET 1984
 LU1878_MARK LOGO: CADH  
 LU1878_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1878+STABILITY: SURFACE MOTION
 LU1878
 LU1878  HISTORY     - Date     Condition        Report By
 LU1878  HISTORY     - 1984     MONUMENTED       CADH
 LU1878  HISTORY     - 19880328 GOOD             NGS
 LU1878  HISTORY     - 19920729 MARK NOT FOUND   NGS
 LU1878
 LU1878                          STATION DESCRIPTION
 LU1878
 LU1878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1878'10.5 KM (6.50 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LU1878'OFFICE IN GARBERVILLE, THENCE 13.4 KM (8.35 MI) NORTHERLY ALONG THE
 LU1878'AVENUE OF THE GIANTS, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST
 LU1878'END OF THE NORTH CONCRETE HEADWALL OF CULVERT NUMBER 8.21, 51.0 M
 LU1878'(167.3 FT) NORTH OF THE CENTERLINE OF THE AVENUE, AND 0.5 M (1.6 FT)
 LU1878'ABOVE THE LEVEL OF THE AVENUE.
 LU1878
 LU1878                          STATION RECOVERY (1992)
 LU1878
 LU1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1878'THE HEADWALL HAS BEEN REPLACED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0243 ***********************************************************************
 LV0243  DESIGNATION -  C 1087 RESET
 LV0243  PID         -  LV0243
 LV0243  STATE/COUNTY-  CA/HUMBOLDT
 LV0243  USGS QUAD   -  FORTUNA (1972)
 LV0243
 LV0243                         *CURRENT SURVEY CONTROL
 LV0243  ___________________________________________________________________
 LV0243* NAD 83(1986)-  40 37 01.     (N)    124 11 59.     (W)     SCALED    
 LV0243* NAVD 88     -        32.909  (meters)     107.97   (feet)  ADJUSTED  
 LV0243  ___________________________________________________________________
 LV0243  GEOID HEIGHT-         -31.09  (meters)                     GEOID09
 LV0243  DYNAMIC HT  -          32.894 (meters)     107.92  (feet)  COMP
 LV0243  MODELED GRAV-     980,169.1   (mgal)                       NAVD 88
 LV0243
 LV0243  VERT ORDER  -  FIRST     CLASS II
 LV0243
 LV0243.The horizontal coordinates were scaled from a topographic map and have
 LV0243.an estimated accuracy of +/- 6 seconds.
 LV0243.
 LV0243.The orthometric height was determined by differential leveling and
 LV0243.adjusted in December 1992.
 LV0243
 LV0243.The geoid height was determined by GEOID09.
 LV0243
 LV0243.The dynamic height is computed by dividing the NAVD 88
 LV0243.geopotential number by the normal gravity value computed on the
 LV0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0243.degrees latitude (g = 980.6199 gals.).
 LV0243
 LV0243.The modeled gravity was interpolated from observed gravity values.
 LV0243
 LV0243;                    North         East    Units  Estimated Accuracy
 LV0243;SPC CA 1     -   644,870.    1,813,900.      MT  (+/- 180 meters Scaled)
 LV0243
 LV0243                          SUPERSEDED SURVEY CONTROL
 LV0243
 LV0243  NAVD 88 (06/15/91)   32.917  (m)          108.00   (f) UNKNOWN     1 2
 LV0243  NGVD 29 (12/02/92)   31.923  (m)          104.73   (f) ADJUSTED    1 2
 LV0243
 LV0243.Superseded values are not recommended for survey control.
 LV0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0243.See file dsdata.txt to determine how the superseded data were derived.
 LV0243
 LV0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK985969(NAD 83)
 LV0243
 LV0243_MARKER: DB = BENCH MARK DISK
 LV0243_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0243_SP_SET: HEADWALL
 LV0243_STAMPING: C 1087 1967 RESET 1970
 LV0243_MARK LOGO: CADH  
 LV0243_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0243+STABILITY: SURFACE MOTION
 LV0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0243+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 LV0243
 LV0243  HISTORY     - Date     Condition        Report By
 LV0243  HISTORY     - 1970     MONUMENTED       CADH
 LV0243  HISTORY     - 19880224 GOOD             NGS
 LV0243  HISTORY     - 19920727 GOOD             NGS
 LV0243
 LV0243                          STATION DESCRIPTION
 LV0243
 LV0243'DESCRIBED BY CA DIV OF HIGHWAYS 1970
 LV0243'2 MI N FROM FORTUNA.
 LV0243'2 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FORTUNA, AT MILE POST
 LV0243'63.69, ATTACHED TO THE TOP OF THE SOUTH END OF A CULVERT HEADWALL
 LV0243'BY EPOXY, 65 FEET EASTERLY AND 10 FEET LOWER THAN THE CENTER
 LV0243'LINE OF THE HIGHWAY.
 LV0243
 LV0243                          STATION RECOVERY (1988)
 LV0243
 LV0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0243'RECOVERED IN GOOD CONDITION.
 LV0243
 LV0243                          STATION RECOVERY (1992)
 LV0243
 LV0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0243'3.4 KM (2.10 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0243'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, IN
 LV0243'TOP OF AND 0.2 M (0.7 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 LV0243'NORTHEAST CONCRETE HEADWALL OF A CULVERT AT MILEPOST 63.69, 19.8 M
 LV0243'(65.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LV0243'HIGHWAY, AND 3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1885 ***********************************************************************
 LU1885  DESIGNATION -  C 1404 X
 LU1885  PID         -  LU1885
 LU1885  STATE/COUNTY-  CA/HUMBOLDT
 LU1885  USGS QUAD   -  GARBERVILLE (1970)
 LU1885
 LU1885                         *CURRENT SURVEY CONTROL
 LU1885  ___________________________________________________________________
 LU1885* NAD 83(1986)-  40 03 07.     (N)    123 47 34.     (W)     SCALED    
 LU1885* NAVD 88     -       128.606  (meters)     421.93   (feet)  ADJUSTED  
 LU1885  ___________________________________________________________________
 LU1885  GEOID HEIGHT-         -30.43  (meters)                     GEOID09
 LU1885  DYNAMIC HT  -         128.537 (meters)     421.71  (feet)  COMP
 LU1885  MODELED GRAV-     980,087.6   (mgal)                       NAVD 88
 LU1885
 LU1885  VERT ORDER  -  FIRST     CLASS II
 LU1885
 LU1885.The horizontal coordinates were scaled from a topographic map and have
 LU1885.an estimated accuracy of +/- 6 seconds.
 LU1885.
 LU1885.The orthometric height was determined by differential leveling and
 LU1885.adjusted in June 1991.
 LU1885
 LU1885.The geoid height was determined by GEOID09.
 LU1885
 LU1885.The dynamic height is computed by dividing the NAVD 88
 LU1885.geopotential number by the normal gravity value computed on the
 LU1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1885.degrees latitude (g = 980.6199 gals.).
 LU1885
 LU1885.The modeled gravity was interpolated from observed gravity values.
 LU1885
 LU1885;                    North         East    Units  Estimated Accuracy
 LU1885;SPC CA 1     -   581,360.    1,847,040.      MT  (+/- 180 meters Scaled)
 LU1885
 LU1885                          SUPERSEDED SURVEY CONTROL
 LU1885
 LU1885  NGVD 29 (12/02/92)  127.686  (m)          418.92   (f) ADJUSTED    1 2
 LU1885
 LU1885.Superseded values are not recommended for survey control.
 LU1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1885.See file dsdata.txt to determine how the superseded data were derived.
 LU1885
 LU1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK323338(NAD 83)
 LU1885
 LU1885_MARKER: I = METAL ROD
 LU1885_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1885_SP_SET: STAINLESS STEEL ROD
 LU1885_STAMPING: C 1404 X 1988
 LU1885_MARK LOGO: NGS   
 LU1885_PROJECTION: FLUSH
 LU1885_MAGNETIC: I = MARKER IS A STEEL ROD
 LU1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1885+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1885_ROD/PIPE-DEPTH: 3.1  meters
 LU1885
 LU1885  HISTORY     - Date     Condition        Report By
 LU1885  HISTORY     - 1988     MONUMENTED       NGS
 LU1885  HISTORY     - 19920729 GOOD             NGS
 LU1885
 LU1885                          STATION DESCRIPTION
 LU1885
 LU1885'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1885'4.1 KM (2.55 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LU1885'OFFICE IN GARBERVILLE, THENCE 0.2 KM (0.10 MI) EAST ALONG LAKE BENBOW
 LU1885'DRIVE, THENCE 2.9 KM (1.80 MI) SOUTHERLY ALONG BENBOW DRIVE, 20.1 M
 LU1885'(65.9 FT) NORTH-NORTHEAST OF UTILITY POLE NUMBER 1190119, 10.6 M
 LU1885'(34.8 FT) NORTH OF THE CENTER OF A PAVED ROAD LEADING WEST AND NORTH
 LU1885'TO BENBOW STATE RECREATION AREA, 10.5 M (34.4 FT) WEST OF THE
 LU1885'CENTERLINE OF BENBOW DRIVE, LEVEL WITH BENBOW DRIVE, AND 0.6 M (2.0
 LU1885'FT) NORTH-NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 LU1885'POINT IS THROUGH A 5-INCH LOGO CAP.
 LU1885
 LU1885                          STATION RECOVERY (1992)
 LU1885
 LU1885'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1885'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1885'OFFICE IN GARBERVILLE, THENCE 4.1 KM (2.55 MI) SOUTHERLY ALONG U.S.
 LU1885'HIGHWAY 101, THENCE 0.2 KM (0.10 MI) EAST ALONG LAKE BENBOW DRIVE,
 LU1885'THENCE 2.9 KM (1.80 MI) SOUTHERLY ALONG BENBOW DRIVE, 20.1 M
 LU1885'(65.9 FT) NORTH-NORTHEAST OF UTILITY POLE NUMBER 1190119, 10.6 M
 LU1885'(34.8 FT) NORTH OF THE CENTER OF A PAVED ROAD LEADING WEST TO BENBOW
 LU1885'STATE RECREATION AREA, 10.5 M (34.4 FT) WEST OF AND LEVEL WITH THE
 LU1885'CENTERLINE OF THE DRIVE, AND 0.6 M (2.0 FT) NORTH-NORTHEAST OF A
 LU1885'WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LU1885'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1758 ***********************************************************************
 KT1758  DESIGNATION -  C 1437
 KT1758  PID         -  KT1758
 KT1758  STATE/COUNTY-  CA/MENDOCINO
 KT1758  USGS QUAD   -  LEGGETT (1994)
 KT1758
 KT1758                         *CURRENT SURVEY CONTROL
 KT1758  ___________________________________________________________________
 KT1758* NAD 83(1986)-  39 51 08.     (N)    123 43 47.     (W)     SCALED    
 KT1758* NAVD 88     -       324.591  (meters)    1064.93   (feet)  ADJUSTED  
 KT1758  ___________________________________________________________________
 KT1758  GEOID HEIGHT-         -30.11  (meters)                     GEOID09
 KT1758  DYNAMIC HT  -         324.405 (meters)    1064.32  (feet)  COMP
 KT1758  MODELED GRAV-     980,044.4   (mgal)                       NAVD 88
 KT1758
 KT1758  VERT ORDER  -  FIRST     CLASS II
 KT1758
 KT1758.The horizontal coordinates were scaled from a topographic map and have
 KT1758.an estimated accuracy of +/- 6 seconds.
 KT1758.
 KT1758.The orthometric height was determined by differential leveling and
 KT1758.adjusted in June 1991.
 KT1758
 KT1758.The geoid height was determined by GEOID09.
 KT1758
 KT1758.The dynamic height is computed by dividing the NAVD 88
 KT1758.geopotential number by the normal gravity value computed on the
 KT1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1758.degrees latitude (g = 980.6199 gals.).
 KT1758
 KT1758.The modeled gravity was interpolated from observed gravity values.
 KT1758
 KT1758;                    North         East    Units  Estimated Accuracy
 KT1758;SPC CA 2     -   744,030.    1,851,980.      MT  (+/- 180 meters Scaled)
 KT1758
 KT1758                          SUPERSEDED SURVEY CONTROL
 KT1758
 KT1758  NGVD 29 (12/02/92)  323.673  (m)         1061.92   (f) ADJUSTED    1 2
 KT1758
 KT1758.Superseded values are not recommended for survey control.
 KT1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1758.See file dsdata.txt to determine how the superseded data were derived.
 KT1758
 KT1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK375116(NAD 83)
 KT1758
 KT1758_MARKER: DV = VERTICAL CONTROL DISK
 KT1758_SETTING: 66 = SET IN ROCK OUTCROP
 KT1758_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1758_STAMPING: C 1437 1988
 KT1758_MARK LOGO: NGS   
 KT1758_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1758+STABILITY: POSITION/ELEVATION WELL
 KT1758
 KT1758  HISTORY     - Date     Condition        Report By
 KT1758  HISTORY     - 1988     MONUMENTED       NGS
 KT1758
 KT1758                          STATION DESCRIPTION
 KT1758
 KT1758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1758'2.7 KM (1.70 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 KT1758'U.S. HIGHWAY 101 IN LEGGETT, IN A 1 BY 2 FOOT EXPOSED AREA OF
 KT1758'BEDROCK IN A HIGHWAY CUT, 6.5 M (21.3 FT) WEST OF THE CENTERLINE OF
 KT1758'THE HIGHWAY, 1.9 M (6.2 FT) SOUTHWEST OF THE WEST END OF PIPE CULVERT
 KT1758'NUMBER 103.90, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
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
 LU1879 ***********************************************************************
 LU1879  DESIGNATION -  D 1404 X
 LU1879  PID         -  LU1879
 LU1879  STATE/COUNTY-  CA/HUMBOLDT
 LU1879  USGS QUAD   -  MIRANDA (1970)
 LU1879
 LU1879                         *CURRENT SURVEY CONTROL
 LU1879  ___________________________________________________________________
 LU1879* NAD 83(1986)-  40 13 40.     (N)    123 49 22.     (W)     SCALED    
 LU1879* NAVD 88     -       115.355  (meters)     378.46   (feet)  ADJUSTED  
 LU1879  ___________________________________________________________________
 LU1879  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU1879  DYNAMIC HT  -         115.294 (meters)     378.26  (feet)  COMP
 LU1879  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 LU1879
 LU1879  VERT ORDER  -  FIRST     CLASS II
 LU1879
 LU1879.The horizontal coordinates were scaled from a topographic map and have
 LU1879.an estimated accuracy of +/- 6 seconds.
 LU1879.
 LU1879.The orthometric height was determined by differential leveling and
 LU1879.adjusted in December 1992.
 LU1879
 LU1879.The geoid height was determined by GEOID09.
 LU1879
 LU1879.The dynamic height is computed by dividing the NAVD 88
 LU1879.geopotential number by the normal gravity value computed on the
 LU1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1879.degrees latitude (g = 980.6199 gals.).
 LU1879
 LU1879.The modeled gravity was interpolated from observed gravity values.
 LU1879
 LU1879;                    North         East    Units  Estimated Accuracy
 LU1879;SPC CA 1     -   600,930.    1,844,880.      MT  (+/- 180 meters Scaled)
 LU1879
 LU1879                          SUPERSEDED SURVEY CONTROL
 LU1879
 LU1879  NAVD 88 (06/15/91)  115.359  (m)          378.47   (f) UNKNOWN     1 2
 LU1879  NGVD 29 (12/02/92)  114.428  (m)          375.42   (f) ADJUSTED    1 2
 LU1879
 LU1879.Superseded values are not recommended for survey control.
 LU1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1879.See file dsdata.txt to determine how the superseded data were derived.
 LU1879
 LU1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK300533(NAD 83)
 LU1879
 LU1879_MARKER: I = METAL ROD
 LU1879_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1879_SP_SET: STAINLESS STEEL ROD
 LU1879_STAMPING: D 1404 X 1988
 LU1879_MARK LOGO: NGS   
 LU1879_PROJECTION: FLUSH
 LU1879_MAGNETIC: I = MARKER IS A STEEL ROD
 LU1879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1879+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1879_ROD/PIPE-DEPTH: 7.4  meters
 LU1879
 LU1879  HISTORY     - Date     Condition        Report By
 LU1879  HISTORY     - 1988     MONUMENTED       NGS
 LU1879  HISTORY     - 19920729 GOOD             NGS
 LU1879
 LU1879                          STATION DESCRIPTION
 LU1879
 LU1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1879'10.5 KM (6.50 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LU1879'OFFICE IN GARBERVILLE, THENCE 9.3 KM (5.80 MI) NORTHERLY ALONG THE
 LU1879'AVENUE OF THE GIANTS, 0.9 KM (0.55 MI) SOUTH OF THE MIRANDA POST
 LU1879'OFFICE, 8.0 M (26.2 FT) WEST OF THE CENTERLINE OF THE ROAD, 5.0 M
 LU1879'(16.4 FT) SOUTHEAST OF THE WEST END OF CULVERT NUMBER 5.75, 1.0 M
 LU1879'(3.3 FT) SOUTH OF UTILITY POLE NUMBER 4, 0.3 M (1.0 FT) BELOW THE
 LU1879'LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) EAST OF A WITNESS POST.
 LU1879'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LU1879
 LU1879                          STATION RECOVERY (1992)
 LU1879
 LU1879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1879'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1879'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1879'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1879'101, THENCE 9.5 KM (5.90 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1879'GIANTS, 0.9 KM (0.55 MI) SOUTH OF THE MIRANDA POST OFFICE, 8.0 M
 LU1879'(26.2 FT) WEST OF THE CENTERLINE OF THE ROAD, 5.0 M (16.4 FT)
 LU1879'SOUTHEAST OF THE WEST END OF A CULVERT AT MILEPOST 5.75, 1.0 M
 LU1879'(3.3 FT) SOUTH OF UTILITY POLE NUMBER 4, 0.3 M (1.0 FT) BELOW THE
 LU1879'LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) EAST OF A WITNESS POST.
 LU1879'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1795 ***********************************************************************
 KT1795  DESIGNATION -  D 1436
 KT1795  PID         -  KT1795
 KT1795  STATE/COUNTY-  CA/MENDOCINO
 KT1795  USGS QUAD   -  WESTPORT (1994)
 KT1795
 KT1795                         *CURRENT SURVEY CONTROL
 KT1795  ___________________________________________________________________
 KT1795* NAD 83(1986)-  39 39 14.     (N)    123 47 04.     (W)     SCALED    
 KT1795* NAVD 88     -        31.792  (meters)     104.30   (feet)  ADJUSTED  
 KT1795  ___________________________________________________________________
 KT1795  GEOID HEIGHT-         -30.73  (meters)                     GEOID09
 KT1795  DYNAMIC HT  -          31.776 (meters)     104.25  (feet)  COMP
 KT1795  MODELED GRAV-     980,124.0   (mgal)                       NAVD 88
 KT1795
 KT1795  VERT ORDER  -  FIRST     CLASS II
 KT1795
 KT1795.The horizontal coordinates were scaled from a topographic map and have
 KT1795.an estimated accuracy of +/- 6 seconds.
 KT1795.
 KT1795.The orthometric height was determined by differential leveling and
 KT1795.adjusted in June 1991.
 KT1795
 KT1795.The geoid height was determined by GEOID09.
 KT1795
 KT1795.The dynamic height is computed by dividing the NAVD 88
 KT1795.geopotential number by the normal gravity value computed on the
 KT1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1795.degrees latitude (g = 980.6199 gals.).
 KT1795
 KT1795.The modeled gravity was interpolated from observed gravity values.
 KT1795
 KT1795;                    North         East    Units  Estimated Accuracy
 KT1795;SPC CA 2     -   722,100.    1,846,870.      MT  (+/- 180 meters Scaled)
 KT1795
 KT1795                          SUPERSEDED SURVEY CONTROL
 KT1795
 KT1795  NGVD 29 (12/02/92)   30.891  (m)          101.35   (f) ADJUSTED    1 2
 KT1795
 KT1795.Superseded values are not recommended for survey control.
 KT1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1795.See file dsdata.txt to determine how the superseded data were derived.
 KT1795
 KT1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ327896(NAD 83)
 KT1795
 KT1795_MARKER: I = METAL ROD
 KT1795_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1795_SP_SET: STAINLESS STEEL ROD
 KT1795_STAMPING: D 1436 1988
 KT1795_MARK LOGO: NGS   
 KT1795_PROJECTION: FLUSH
 KT1795_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1795_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1795+STABILITY: POSITION/ELEVATION WELL
 KT1795_ROD/PIPE-DEPTH: 4.3  meters
 KT1795
 KT1795  HISTORY     - Date     Condition        Report By
 KT1795  HISTORY     - 1988     MONUMENTED       NGS
 KT1795  HISTORY     - 1988     GOOD             NGS
 KT1795
 KT1795                          STATION DESCRIPTION
 KT1795
 KT1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1795'2.2 KM (1.35 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 KT1795'ABALONE STREET IN WESTPORT, 6.3 M (20.7 FT) SOUTHWEST OF THE
 KT1795'CENTERLINE OF THE HIGHWAY, 4.9 M (16.1 FT) SOUTHEAST OF A FENCE
 KT1795'CORNER, 0.8 M (2.6 FT) NORTH-NORTHWEST OF UTILITY POLE NUMBER 33, 0.6
 KT1795'M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 KT1795'SOUTH-SOUTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT
 KT1795'IS THROUGH A 5-INCH LOGO CAP.
 KT1795
 KT1795                          STATION RECOVERY (1988)
 KT1795
 KT1795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1795'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1759 ***********************************************************************
 KT1759  DESIGNATION -  D 1437
 KT1759  PID         -  KT1759
 KT1759  STATE/COUNTY-  CA/MENDOCINO
 KT1759  USGS QUAD   -  LEGGETT (1994)
 KT1759
 KT1759                         *CURRENT SURVEY CONTROL
 KT1759  ___________________________________________________________________
 KT1759* NAD 83(1986)-  39 51 10.     (N)    123 44 13.     (W)     SCALED    
 KT1759* NAVD 88     -       376.063  (meters)    1233.80   (feet)  ADJUSTED  
 KT1759  ___________________________________________________________________
 KT1759  GEOID HEIGHT-         -30.14  (meters)                     GEOID09
 KT1759  DYNAMIC HT  -         375.846 (meters)    1233.09  (feet)  COMP
 KT1759  MODELED GRAV-     980,036.2   (mgal)                       NAVD 88
 KT1759
 KT1759  VERT ORDER  -  FIRST     CLASS II
 KT1759
 KT1759.The horizontal coordinates were scaled from a topographic map and have
 KT1759.an estimated accuracy of +/- 6 seconds.
 KT1759.
 KT1759.The orthometric height was determined by differential leveling and
 KT1759.adjusted in June 1991.
 KT1759
 KT1759.The geoid height was determined by GEOID09.
 KT1759
 KT1759.The dynamic height is computed by dividing the NAVD 88
 KT1759.geopotential number by the normal gravity value computed on the
 KT1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1759.degrees latitude (g = 980.6199 gals.).
 KT1759
 KT1759.The modeled gravity was interpolated from observed gravity values.
 KT1759
 KT1759;                    North         East    Units  Estimated Accuracy
 KT1759;SPC CA 2     -   744,100.    1,851,370.      MT  (+/- 180 meters Scaled)
 KT1759
 KT1759                          SUPERSEDED SURVEY CONTROL
 KT1759
 KT1759  NGVD 29 (12/02/92)  375.144  (m)         1230.78   (f) ADJUSTED    1 2
 KT1759
 KT1759.Superseded values are not recommended for survey control.
 KT1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1759.See file dsdata.txt to determine how the superseded data were derived.
 KT1759
 KT1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK369116(NAD 83)
 KT1759
 KT1759_MARKER: DV = VERTICAL CONTROL DISK
 KT1759_SETTING: 66 = SET IN ROCK OUTCROP
 KT1759_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1759_STAMPING: D 1437 1988
 KT1759_MARK LOGO: NGS   
 KT1759_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1759_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1759+STABILITY: POSITION/ELEVATION WELL
 KT1759
 KT1759  HISTORY     - Date     Condition        Report By
 KT1759  HISTORY     - 1988     MONUMENTED       NGS
 KT1759
 KT1759                          STATION DESCRIPTION
 KT1759
 KT1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1759'3.6 KM (2.25 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 KT1759'U.S. HIGHWAY 101 IN LEGGETT, NEAR THE SOUTH END OF AN EXPOSED AREA
 KT1759'OF BEDROCK IN A DRY CREEK BED, 24.3 M (79.7 FT) WEST OF THE
 KT1759'CENTERLINE OF THE HIGHWAY, 1.9 M (6.2 FT) SOUTHWEST OF THE WEST END
 KT1759'OF PIPE CULVERT NUMBER 103.34, 1.1 M (3.6 FT) SOUTHWEST OF THE CENTER
 KT1759'OF A 6-INCH CUT NEAR THE CENTER OF THE CREEK BED, 1.9 M (6.2 FT)
 KT1759'NORTHEAST OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.
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
 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
 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
 LV0638 ***********************************************************************
 LV0638  DESIGNATION -  E 1401
 LV0638  PID         -  LV0638
 LV0638  STATE/COUNTY-  CA/HUMBOLDT
 LV0638  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0638
 LV0638                         *CURRENT SURVEY CONTROL
 LV0638  ___________________________________________________________________
 LV0638* NAD 83(1986)-  40 49 08.     (N)    124 05 31.     (W)     SCALED    
 LV0638* NAVD 88     -         1.320  (meters)       4.33   (feet)  ADJUSTED  
 LV0638  ___________________________________________________________________
 LV0638  GEOID HEIGHT-         -30.31  (meters)                     GEOID09
 LV0638  DYNAMIC HT  -           1.319 (meters)       4.33  (feet)  COMP
 LV0638  MODELED GRAV-     980,206.7   (mgal)                       NAVD 88
 LV0638
 LV0638  VERT ORDER  -  FIRST     CLASS II
 LV0638
 LV0638.The horizontal coordinates were scaled from a topographic map and have
 LV0638.an estimated accuracy of +/- 6 seconds.
 LV0638.
 LV0638.The orthometric height was determined by differential leveling and
 LV0638.adjusted in June 1991.
 LV0638
 LV0638.The geoid height was determined by GEOID09.
 LV0638
 LV0638.The dynamic height is computed by dividing the NAVD 88
 LV0638.geopotential number by the normal gravity value computed on the
 LV0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0638.degrees latitude (g = 980.6199 gals.).
 LV0638
 LV0638.The modeled gravity was interpolated from observed gravity values.
 LV0638
 LV0638;                    North         East    Units  Estimated Accuracy
 LV0638;SPC CA 1     -   667,060.    1,823,550.      MT  (+/- 180 meters Scaled)
 LV0638
 LV0638                          SUPERSEDED SURVEY CONTROL
 LV0638
 LV0638  NGVD 29 (12/02/92)    0.304  (m)            1.00   (f) ADJUSTED    1 2
 LV0638
 LV0638.Superseded values are not recommended for survey control.
 LV0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0638.See file dsdata.txt to determine how the superseded data were derived.
 LV0638
 LV0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL079192(NAD 83)
 LV0638
 LV0638_MARKER: I = METAL ROD
 LV0638_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0638_SP_SET: STAINLESS STEEL ROD
 LV0638_STAMPING: E 1401 1988
 LV0638_MARK LOGO: NGS   
 LV0638_PROJECTION: FLUSH
 LV0638_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0638+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003
 LV0638_ROD/PIPE-DEPTH: 21.9 meters
 LV0638
 LV0638  HISTORY     - Date     Condition        Report By
 LV0638  HISTORY     - 1988     MONUMENTED       NGS
 LV0638  HISTORY     - 20030824 GOOD             ORBITE
 LV0638
 LV0638                          STATION DESCRIPTION
 LV0638
 LV0638'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0638'5.1 KM (3.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0638'OF STATE HIGHWAY 255 IN ARCATA, THENCE 0.2 KM (0.10 MI) SOUTHEASTERLY
 LV0638'ALONG INDIANOLA ROAD, 14.9 M (48.9 FT) NORTHEAST OF THE CENTERLINE OF
 LV0638'THE ROAD, 8.9 M (29.2 FT) SOUTHEAST OF A FENCE CORNER, 5.6 M (18.4
 LV0638'FT) NORTHWEST OF THE CENTER OF A GATE AND FIELD ENTRANCE, 1.2 M (3.9
 LV0638'FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTHWEST OF A
 LV0638'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LV0638'5-INCH LOGO CAP.
 LV0638
 LV0638                          STATION RECOVERY (2003)
 LV0638
 LV0638'RECOVERY NOTE BY ORBITECH INC 2003 (SHG)
 LV0638'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1880 ***********************************************************************
 LU1880  DESIGNATION -  E 1404
 LU1880  PID         -  LU1880
 LU1880  STATE/COUNTY-  CA/HUMBOLDT
 LU1880  USGS QUAD   -  MIRANDA (1970)
 LU1880
 LU1880                         *CURRENT SURVEY CONTROL
 LU1880  ___________________________________________________________________
 LU1880* NAD 83(1986)-  40 10 33.     (N)    123 46 52.     (W)     SCALED    
 LU1880* NAVD 88     -        88.706  (meters)     291.03   (feet)  ADJUSTED  
 LU1880  ___________________________________________________________________
 LU1880  GEOID HEIGHT-         -30.37  (meters)                     GEOID09
 LU1880  DYNAMIC HT  -          88.654 (meters)     290.86  (feet)  COMP
 LU1880  MODELED GRAV-     980,051.3   (mgal)                       NAVD 88
 LU1880
 LU1880  VERT ORDER  -  FIRST     CLASS II
 LU1880
 LU1880.The horizontal coordinates were scaled from a topographic map and have
 LU1880.an estimated accuracy of +/- 6 seconds.
 LU1880.
 LU1880.The orthometric height was determined by differential leveling and
 LU1880.adjusted in December 1992.
 LU1880
 LU1880.The geoid height was determined by GEOID09.
 LU1880
 LU1880.The dynamic height is computed by dividing the NAVD 88
 LU1880.geopotential number by the normal gravity value computed on the
 LU1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1880.degrees latitude (g = 980.6199 gals.).
 LU1880
 LU1880.The modeled gravity was interpolated from observed gravity values.
 LU1880
 LU1880;                    North         East    Units  Estimated Accuracy
 LU1880;SPC CA 1     -   595,090.    1,848,310.      MT  (+/- 180 meters Scaled)
 LU1880
 LU1880                          SUPERSEDED SURVEY CONTROL
 LU1880
 LU1880  NAVD 88 (06/15/91)   88.713  (m)          291.05   (f) UNKNOWN     1 2
 LU1880  NGVD 29 (12/02/92)   87.778  (m)          287.99   (f) ADJUSTED    1 2
 LU1880
 LU1880.Superseded values are not recommended for survey control.
 LU1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1880.See file dsdata.txt to determine how the superseded data were derived.
 LU1880
 LU1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK334475(NAD 83)
 LU1880
 LU1880_MARKER: DV = VERTICAL CONTROL DISK
 LU1880_SETTING: 66 = SET IN ROCK OUTCROP
 LU1880_SP_SET: BEDROCK
 LU1880_STAMPING: E 1404 1988
 LU1880_MARK LOGO: NGS   
 LU1880_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1880+STABILITY: POSITION/ELEVATION WELL
 LU1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1880+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1880
 LU1880  HISTORY     - Date     Condition        Report By
 LU1880  HISTORY     - 1988     MONUMENTED       NGS
 LU1880  HISTORY     - 19920729 GOOD             NGS
 LU1880
 LU1880                          STATION DESCRIPTION
 LU1880
 LU1880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1880'9.8 KM (6.10 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LU1880'OFFICE IN GARBERVILLE, IN A 4 BY 5 FOOT EXPOSED AREA OF BEDROCK IN A
 LU1880'HIGHWAY CUT, 22.1 M (72.5 FT) SOUTH OF THE CENTER OF CATCH BASIN
 LU1880'NUMBER 17.39, 7.1 M (23.3 FT) EAST OF THE CENTERLINE OF THE
 LU1880'NORTHBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 LU1880'THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 LU1880
 LU1880                          STATION RECOVERY (1992)
 LU1880
 LU1880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1880'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1880'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1880'REDWOOD DRIVE, THENCE 9.5 KM (5.90 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1880'101, IN A 4 BY 5-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 22.1
 LU1880'M (72.5 FT) SOUTH OF THE CENTER OF A CATCH BASIN AT MILEPOST 17.39,
 LU1880'7.1 M (23.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LU1880'HIGHWAY, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 LU1880'(1.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1793 ***********************************************************************
 KT1793  FBN         -  This is a Federal Base Network Control Station.
 KT1793  DESIGNATION -  E 1436
 KT1793  PID         -  KT1793
 KT1793  STATE/COUNTY-  CA/MENDOCINO
 KT1793  USGS QUAD   -  WESTPORT (1994)
 KT1793
 KT1793                         *CURRENT SURVEY CONTROL
 KT1793  ___________________________________________________________________
 KT1793* NAD 83(2007)-  39 40 08.87144(N)    123 47 25.87550(W)     ADJUSTED  
 KT1793* NAVD 88     -        23.493  (meters)      77.08   (feet)  ADJUSTED  
 KT1793  ___________________________________________________________________
 KT1793  EPOCH DATE  -        2007.00
 KT1793  X           -  -2,734,203.864 (meters)                     COMP
 KT1793  Y           -  -4,085,767.040 (meters)                     COMP
 KT1793  Z           -   4,049,770.847 (meters)                     COMP
 KT1793  LAPLACE CORR-           9.82  (seconds)                    DEFLEC09
 KT1793  ELLIP HEIGHT-          -7.243 (meters)          (02/10/07) ADJUSTED
 KT1793  GEOID HEIGHT-         -30.71  (meters)                     GEOID09
 KT1793  DYNAMIC HT  -          23.481 (meters)      77.04  (feet)  COMP
 KT1793
 KT1793  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 KT1793  Type    PID    Designation                      North   East  Ellip
 KT1793  -------------------------------------------------------------------
 KT1793  NETWORK KT1793 E 1436                            0.82   0.96   3.31
 KT1793  -------------------------------------------------------------------
 KT1793  MODELED GRAV-     980,123.7   (mgal)                       NAVD 88
 KT1793
 KT1793  VERT ORDER  -  FIRST     CLASS II
 KT1793
 KT1793.ITRF positions are available for this station.
 KT1793
 KT1793.The horizontal coordinates were established by GPS observations
 KT1793.and adjusted by the National Geodetic Survey in February 2007.
 KT1793
 KT1793.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 KT1793.See National Readjustment for more information. 
 KT1793
 KT1793.The horizontal coordinates are valid at the epoch date displayed above
 KT1793.which is a decimal equivalence of Year/Month/Day.
 KT1793
 KT1793.The orthometric height was determined by differential leveling and
 KT1793.adjusted in June 1991.
 KT1793
 KT1793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 KT1793
 KT1793.The Laplace correction was computed from DEFLEC09 derived deflections.
 KT1793
 KT1793.The ellipsoidal height was determined by GPS observations
 KT1793.and is referenced to NAD 83.
 KT1793
 KT1793.The geoid height was determined by GEOID09.
 KT1793
 KT1793.The dynamic height is computed by dividing the NAVD 88
 KT1793.geopotential number by the normal gravity value computed on the
 KT1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1793.degrees latitude (g = 980.6199 gals.).
 KT1793
 KT1793.The modeled gravity was interpolated from observed gravity values.
 KT1793
 KT1793;                    North         East     Units Scale Factor Converg.
 KT1793;SPC CA 2     -   723,803.385 1,846,380.168   MT  0.99996663   -1 07 43.9
 KT1793;SPC CA 2     - 2,374,678.27  6,057,665.60   sFT  0.99996663   -1 07 43.9
 KT1793;UTM  10      - 4,391,333.642   432,196.410   MT  0.99965660   -0 30 16.7
 KT1793
 KT1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 KT1793!SPC CA 2     -   1.00000114  x   0.99996663  =   0.99996777
 KT1793!UTM  10      -   1.00000114  x   0.99965660  =   0.99965774
 KT1793
 KT1793                          SUPERSEDED SURVEY CONTROL
 KT1793
 KT1793  NAD 83(1998)-  39 40 08.86932(N)    123 47 25.87481(W) AD(2004.69) A
 KT1793  ELLIP H (09/13/05)   -7.208  (m)                       GP(2004.69) 4 1
 KT1793  NAD 83(1998)-  39 40 08.86408(N)    123 47 25.86885(W) AD(1998.50) A
 KT1793  ELLIP H (04/06/00)   -7.198  (m)                       GP(1998.50) 3 1
 KT1793  NAD 83(1992)-  39 40 08.85644(N)    123 47 25.86233(W) AD(1991.35) 1
 KT1793  ELLIP H (08/24/94)   -7.090  (m)                       GP(1991.35) 4 2
 KT1793  NAVD 88 (04/06/00)   23.49   (m)           77.1    (f) LEVELING    3  
 KT1793  NGVD 29 (12/02/92)   22.592  (m)           74.12   (f) ADJUSTED    1 2
 KT1793
 KT1793.Superseded values are not recommended for survey control.
 KT1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1793.See file dsdata.txt to determine how the superseded data were derived.
 KT1793
 KT1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ3219691333(NAD 83)
 KT1793
 KT1793_MARKER: I = METAL ROD
 KT1793_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1793_SP_SET: STAINLESS STEEL ROD
 KT1793_STAMPING: E 1436 1988
 KT1793_MARK LOGO: NGS   
 KT1793_PROJECTION: FLUSH
 KT1793_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 KT1793+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2005
 KT1793_ROD/PIPE-DEPTH: 6.90 meters
 KT1793
 KT1793  HISTORY     - Date     Condition        Report By
 KT1793  HISTORY     - 1988     MONUMENTED       NGS
 KT1793  HISTORY     - 1988     GOOD             NGS
 KT1793  HISTORY     - 19931202 GOOD             CADT
 KT1793  HISTORY     - 19940118 GOOD
 KT1793  HISTORY     - 19980422 GOOD             NGS
 KT1793  HISTORY     - 20040416 GOOD             COMPA
 KT1793  HISTORY     - 20040831 GOOD             CADT
 KT1793  HISTORY     - 20050407 GOOD             CADT
 KT1793
 KT1793                          STATION DESCRIPTION
 KT1793
 KT1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1793'4.0 KM (2.50 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 KT1793'ABALONE STREET IN WESTPORT, 33.3 M (109.3 FT) EAST OF THE EAST CORNER
 KT1793'OF A RESTROOM, 23.3 M (76.4 FT) NORTHEAST OF THE CENTER OF A CAMPING
 KT1793'INFORMATION SIGN, 19.4 M (63.6 FT) WEST OF THE CENTERLINE OF THE
 KT1793'HIGHWAY, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE, AND LEVEL
 KT1793'WITH THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 KT1793'5-INCH LOGO CAP.
 KT1793
 KT1793                          STATION RECOVERY (1988)
 KT1793
 KT1793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1793'RECOVERED IN GOOD CONDITION.
 KT1793
 KT1793                          STATION RECOVERY (1993)
 KT1793
 KT1793'RECOVERY NOTE BY CALTRANS 1993
 KT1793'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS.
 KT1793'$
 KT1793'THE STATION IS LOCATED ON STATE HIGHWAY 1, ABOUT 13 MI (20.9 KM)
 KT1793'SOUTHWEST OF LEGGETT AND ABOUT 2.5 MI (4.0 KM) NORTH OF WESTPORT.
 KT1793'$
 KT1793'TO REACH THE STATION FROM THE INTERSECTION OF ABALONE STREET WITH
 KT1793'HIGHWAY 1 IN WESTPORT, GO NORTH ON HIGHWAY 1 FOR 2.47 MI (3.97 KM) TO
 KT1793'WESTPORT-UNION LANDING STATE BEACH AND THE STATION ON THE LEFT AT
 KT1793'POST MILE 79.97, ABOUT 0.75 MI (1.21 KM) NORTH OF DE HAVEN CREEK
 KT1793'BRIDGE (NO. 10-138).
 KT1793'$
 KT1793'THE STATION IS A STAINLESS STEEL ROD ENCASED IN PVC PIPE WITH ACCESS
 KT1793'COVER SET IN CONCRETE FLUSH WITH THE GROUND. THE DATUM POINT IS A
 KT1793'PUNCH MARK IN THE TOP OF THE ROD. IT IS ABOUT 0.47 MI (0.76 KM) SOUTH
 KT1793'OF THE ENTRANCE TO THE PARK, 109.3 FT (33.3 M) EAST OF THE EAST
 KT1793'CORNER OF A RESTROOM, 76.4 FT (23.3 M) NORTHEAST OF THE CENTER OF A
 KT1793'CAMPING INFORMATION SIGN, 63.6 FT (19.4 M) WEST OF THE CENTERLINE OF
 KT1793'THE HIGHWAY, 1.0 FT (0.3 M) EAST OF A WITNESS POST AND FENCE, AND
 KT1793'LEVEL WITH THE HIGHWAY.
 KT1793'$
 KT1793'THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION
 KT1793'SURVEY.
 KT1793
 KT1793                          STATION RECOVERY (1994)
 KT1793
 KT1793'RECOVERED 1994
 KT1793'RECOVERED IN GOOD CONDITION.
 KT1793
 KT1793                          STATION RECOVERY (1998)
 KT1793
 KT1793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 KT1793'RECOVERED AS DESCRIBED.
 KT1793
 KT1793                          STATION RECOVERY (2004)
 KT1793
 KT1793'RECOVERY NOTE BY COMPASSCOM INC 2004 (DJ)
 KT1793'RECOVERED IN GOOD CONDITION.
 KT1793
 KT1793                          STATION RECOVERY (2004)
 KT1793
 KT1793'RECOVERY NOTE BY CALTRANS 2004
 KT1793'FOUND AS DESCRIBED, OCTOBER 2004.  THIS STATION WAS OCCUPIED AS PART
 KT1793'OF  THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION SURVEY OF 2004.
 KT1793' 
 KT1793'MARK IS A STAINLESS STEEL ROD, CENTERPUNCHED. THIS AREA OF THE BEACH
 KT1793'IS CLOSED DUE TO  BEACH EROSION, THE INFORMATION SIGN IS DOWN. (JML)
 KT1793
 KT1793                          STATION RECOVERY (2005)
 KT1793
 KT1793'RECOVERY NOTE BY CALTRANS 2005 (GN)
 KT1793'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004.  THIS STATION WAS
 KT1793'OCCUPIED AS PART OF  THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION
 KT1793'SURVEY OF 2004.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1760 ***********************************************************************
 KT1760  DESIGNATION -  E 1437
 KT1760  PID         -  KT1760
 KT1760  STATE/COUNTY-  CA/MENDOCINO
 KT1760  USGS QUAD   -  LEGGETT (1994)
 KT1760
 KT1760                         *CURRENT SURVEY CONTROL
 KT1760  ___________________________________________________________________
 KT1760* NAD 83(1986)-  39 50 59.     (N)    123 44 17.     (W)     SCALED    
 KT1760* NAVD 88     -       427.132  (meters)    1401.35   (feet)  ADJUSTED  
 KT1760  ___________________________________________________________________
 KT1760  GEOID HEIGHT-         -30.14  (meters)                     GEOID09
 KT1760  DYNAMIC HT  -         426.885 (meters)    1400.54  (feet)  COMP
 KT1760  MODELED GRAV-     980,035.7   (mgal)                       NAVD 88
 KT1760
 KT1760  VERT ORDER  -  FIRST     CLASS II
 KT1760
 KT1760.The horizontal coordinates were scaled from a topographic map and have
 KT1760.an estimated accuracy of +/- 6 seconds.
 KT1760.
 KT1760.The orthometric height was determined by differential leveling and
 KT1760.adjusted in June 1991.
 KT1760
 KT1760.The geoid height was determined by GEOID09.
 KT1760
 KT1760.The dynamic height is computed by dividing the NAVD 88
 KT1760.geopotential number by the normal gravity value computed on the
 KT1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1760.degrees latitude (g = 980.6199 gals.).
 KT1760
 KT1760.The modeled gravity was interpolated from observed gravity values.
 KT1760
 KT1760;                    North         East    Units  Estimated Accuracy
 KT1760;SPC CA 2     -   743,760.    1,851,260.      MT  (+/- 180 meters Scaled)
 KT1760
 KT1760                          SUPERSEDED SURVEY CONTROL
 KT1760
 KT1760  NGVD 29 (12/02/92)  426.214  (m)         1398.34   (f) ADJUSTED    1 2
 KT1760
 KT1760.Superseded values are not recommended for survey control.
 KT1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1760.See file dsdata.txt to determine how the superseded data were derived.
 KT1760
 KT1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK368113(NAD 83)
 KT1760
 KT1760_MARKER: I = METAL ROD
 KT1760_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1760_SP_SET: STAINLESS STEEL ROD
 KT1760_STAMPING: E 1437 1988
 KT1760_MARK LOGO: NGS   
 KT1760_PROJECTION: FLUSH
 KT1760_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1760_ROD/PIPE-DEPTH: 3.7  meters
 KT1760
 KT1760  HISTORY     - Date     Condition        Report By
 KT1760  HISTORY     - 1988     MONUMENTED       NGS
 KT1760
 KT1760                          STATION DESCRIPTION
 KT1760
 KT1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1760'4.4 KM (2.75 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 KT1760'U.S. HIGHWAY 101 IN LEGGETT, 12.8 M (42.0 FT) SOUTH OF THE
 KT1760'CENTERLINE OF THE HIGHWAY, 9.4 M (30.8 FT) SOUTHWEST OF THE SOUTH END
 KT1760'OF PIPE CULVERT NUMBER 102.85, 0.3 M (1.0 FT) EAST OF A WITNESS POST,
 KT1760'AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 KT1760'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0644 ***********************************************************************
 LV0644  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0644  DESIGNATION -  EF 45
 LV0644  PID         -  LV0644
 LV0644  STATE/COUNTY-  CA/HUMBOLDT
 LV0644  USGS QUAD   -  EUREKA (1972)
 LV0644
 LV0644                         *CURRENT SURVEY CONTROL
 LV0644  ___________________________________________________________________
 LV0644* NAD 83(1986)-  40 48 10.     (N)    124 10 14.     (W)     SCALED    
 LV0644* NAVD 88     -         2.945  (meters)       9.66   (feet)  ADJUSTED  
 LV0644  ___________________________________________________________________
 LV0644  GEOID HEIGHT-         -30.67  (meters)                     GEOID09
 LV0644  DYNAMIC HT  -           2.944 (meters)       9.66  (feet)  COMP
 LV0644  MODELED GRAV-     980,207.9   (mgal)                       NAVD 88
 LV0644
 LV0644  VERT ORDER  -  FIRST     CLASS II
 LV0644
 LV0644.The horizontal coordinates were scaled from a topographic map and have
 LV0644.an estimated accuracy of +/- 6 seconds.
 LV0644.
 LV0644.The orthometric height was determined by differential leveling and
 LV0644.adjusted in June 1991.
 LV0644
 LV0644.This Tidal Bench Mark is designated as VM 8736
 LV0644.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0644
 LV0644.The geoid height was determined by GEOID09.
 LV0644
 LV0644.The dynamic height is computed by dividing the NAVD 88
 LV0644.geopotential number by the normal gravity value computed on the
 LV0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0644.degrees latitude (g = 980.6199 gals.).
 LV0644
 LV0644.The modeled gravity was interpolated from observed gravity values.
 LV0644
 LV0644;                    North         East    Units  Estimated Accuracy
 LV0644;SPC CA 1     -   665,430.    1,816,880.      MT  (+/- 180 meters Scaled)
 LV0644
 LV0644                          SUPERSEDED SURVEY CONTROL
 LV0644
 LV0644  NGVD 29 (12/02/92)    1.936  (m)            6.35   (f) ADJUSTED    1 2
 LV0644
 LV0644.Superseded values are not recommended for survey control.
 LV0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0644.See file dsdata.txt to determine how the superseded data were derived.
 LV0644
 LV0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL012175(NAD 83)
 LV0644
 LV0644_MARKER: DB = BENCH MARK DISK
 LV0644_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0644_SP_SET: SIDEWALK
 LV0644_STAMPING: EF-45 1977 HUM-101
 LV0644_MARK LOGO: CADH  
 LV0644_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0644+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2009
 LV0644
 LV0644  HISTORY     - Date     Condition        Report By
 LV0644  HISTORY     - 1977     MONUMENTED       CADH
 LV0644  HISTORY     - 19880221 GOOD             NGS
 LV0644  HISTORY     - 20090123 GOOD             CADT
 LV0644
 LV0644                          STATION DESCRIPTION
 LV0644
 LV0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0644'IN EUREKA, AT THE INTERSECTION OF SECOND AND A STREETS, 7.9 M (25.9
 LV0644'FT) WEST OF THE CENTER OF A STREET, 6.3 M (20.7 FT) SOUTH OF THE
 LV0644'CENTER OF SECOND STREET, 2.3 M (7.5 FT) NORTHWEST OF THE NORTHEAST
 LV0644'CORNER OF BABER AND STANTON FURNITURE COMPANY, 1.1 M (3.6 FT) EAST OF
 LV0644'A UTILITY POLE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREETS.
 LV0644
 LV0644                          STATION RECOVERY (2009)
 LV0644
 LV0644'RECOVERY NOTE BY CALTRANS 2009 (REB)
 LV0644'RECOVERED AS DESCRIBED
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
 LV0641 ***********************************************************************
 LV0641  DESIGNATION -  F 1401
 LV0641  PID         -  LV0641
 LV0641  STATE/COUNTY-  CA/HUMBOLDT
 LV0641  USGS QUAD   -  EUREKA (1972)
 LV0641
 LV0641                         *CURRENT SURVEY CONTROL
 LV0641  ___________________________________________________________________
 LV0641* NAD 83(1986)-  40 47 49.     (N)    124 08 28.     (W)     SCALED    
 LV0641* NAVD 88     -        11.439  (meters)      37.53   (feet)  ADJUSTED  
 LV0641  ___________________________________________________________________
 LV0641  GEOID HEIGHT-         -30.55  (meters)                     GEOID09
 LV0641  DYNAMIC HT  -          11.434 (meters)      37.51  (feet)  COMP
 LV0641  MODELED GRAV-     980,204.6   (mgal)                       NAVD 88
 LV0641
 LV0641  VERT ORDER  -  FIRST     CLASS II
 LV0641
 LV0641.The horizontal coordinates were scaled from a topographic map and have
 LV0641.an estimated accuracy of +/- 6 seconds.
 LV0641.
 LV0641.The orthometric height was determined by differential leveling and
 LV0641.adjusted in June 1991.
 LV0641
 LV0641.The geoid height was determined by GEOID09.
 LV0641
 LV0641.The dynamic height is computed by dividing the NAVD 88
 LV0641.geopotential number by the normal gravity value computed on the
 LV0641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0641.degrees latitude (g = 980.6199 gals.).
 LV0641
 LV0641.The modeled gravity was interpolated from observed gravity values.
 LV0641
 LV0641;                    North         East    Units  Estimated Accuracy
 LV0641;SPC CA 1     -   664,720.    1,819,340.      MT  (+/- 180 meters Scaled)
 LV0641
 LV0641                          SUPERSEDED SURVEY CONTROL
 LV0641
 LV0641  NGVD 29 (12/02/92)   10.429  (m)           34.22   (f) ADJUSTED    1 2
 LV0641
 LV0641.Superseded values are not recommended for survey control.
 LV0641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0641.See file dsdata.txt to determine how the superseded data were derived.
 LV0641
 LV0641_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL037168(NAD 83)
 LV0641
 LV0641_MARKER: I = METAL ROD
 LV0641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0641_SP_SET: STAINLESS STEEL ROD
 LV0641_STAMPING: F 1401 1988
 LV0641_MARK LOGO: NGS   
 LV0641_PROJECTION: FLUSH
 LV0641_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0641_ROD/PIPE-DEPTH: 12.9 meters
 LV0641
 LV0641  HISTORY     - Date     Condition        Report By
 LV0641  HISTORY     - 1988     MONUMENTED       NGS
 LV0641
 LV0641                          STATION DESCRIPTION
 LV0641
 LV0641'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0641'IN EUREKA, AT THE INTERSECTION OF MYRTLE AVENUE AND BAY STREET, 17.4
 LV0641'M (57.1 FT) NORTH OF THE CENTER OF THE AVENUE, 9.0 M (29.5 FT) WEST
 LV0641'OF THE CENTERLINE OF THE STREET, 7.6 M (24.9 FT) SOUTH OF A UTILITY
 LV0641'POLE, 0.3 M (1.0 FT) WEST OF THE WEST EDGE OF A SIDEWALK, AND LEVEL
 LV0641'WITH THE STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LV0641'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1881 ***********************************************************************
 LU1881  DESIGNATION -  F 1404
 LU1881  PID         -  LU1881
 LU1881  STATE/COUNTY-  CA/HUMBOLDT
 LU1881  USGS QUAD   -  MIRANDA (1970)
 LU1881
 LU1881                         *CURRENT SURVEY CONTROL
 LU1881  ___________________________________________________________________
 LU1881* NAD 83(1986)-  40 09 10.     (N)    123 47 41.     (W)     SCALED    
 LU1881* NAVD 88     -        94.130  (meters)     308.82   (feet)  ADJUSTED  
 LU1881  ___________________________________________________________________
 LU1881  GEOID HEIGHT-         -30.42  (meters)                     GEOID09
 LU1881  DYNAMIC HT  -          94.075 (meters)     308.64  (feet)  COMP
 LU1881  MODELED GRAV-     980,046.8   (mgal)                       NAVD 88
 LU1881
 LU1881  VERT ORDER  -  FIRST     CLASS II
 LU1881
 LU1881.The horizontal coordinates were scaled from a topographic map and have
 LU1881.an estimated accuracy of +/- 6 seconds.
 LU1881.
 LU1881.The orthometric height was determined by differential leveling and
 LU1881.adjusted in December 1992.
 LU1881
 LU1881.The geoid height was determined by GEOID09.
 LU1881
 LU1881.The dynamic height is computed by dividing the NAVD 88
 LU1881.geopotential number by the normal gravity value computed on the
 LU1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1881.degrees latitude (g = 980.6199 gals.).
 LU1881
 LU1881.The modeled gravity was interpolated from observed gravity values.
 LU1881
 LU1881;                    North         East    Units  Estimated Accuracy
 LU1881;SPC CA 1     -   592,560.    1,847,100.      MT  (+/- 180 meters Scaled)
 LU1881
 LU1881                          SUPERSEDED SURVEY CONTROL
 LU1881
 LU1881  NAVD 88 (06/15/91)   94.136  (m)          308.84   (f) UNKNOWN     1 2
 LU1881  NGVD 29 (12/02/92)   93.201  (m)          305.78   (f) ADJUSTED    1 2
 LU1881
 LU1881.Superseded values are not recommended for survey control.
 LU1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1881.See file dsdata.txt to determine how the superseded data were derived.
 LU1881
 LU1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK323450(NAD 83)
 LU1881
 LU1881_MARKER: I = METAL ROD
 LU1881_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1881_SP_SET: STAINLESS STEEL ROD
 LU1881_STAMPING: F 1404 1988
 LU1881_MARK LOGO: NGS   
 LU1881_PROJECTION: FLUSH
 LU1881_MAGNETIC: I = MARKER IS A STEEL ROD
 LU1881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1881+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1881_ROD/PIPE-DEPTH: 6.1  meters
 LU1881
 LU1881  HISTORY     - Date     Condition        Report By
 LU1881  HISTORY     - 1988     MONUMENTED       NGS
 LU1881  HISTORY     - 19920729 GOOD             NGS
 LU1881
 LU1881                          STATION DESCRIPTION
 LU1881
 LU1881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1881'6.7 KM (4.15 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LU1881'OFFICE IN GARBERVILLE, AT THE NORTH END OF A PAVED TURNOUT, 0.1 KM
 LU1881'(0.05 MI) NORTH OF A HIGHWAY INFORMATION SIGN, 44.7 M (146.7 FT)
 LU1881'SOUTH OF THE CENTER OF CATCH BASIN NUMBER 15.44, 32.9 M (107.9 FT)
 LU1881'NORTH OF THE CENTER OF THE EAST END OF A PIPE CULVERT, 13.7 M (44.9
 LU1881'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 LU1881'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.1 M (0.3 FT)
 LU1881'WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LU1881'5-INCH LOGO CAP.
 LU1881
 LU1881                          STATION RECOVERY (1992)
 LU1881
 LU1881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1881'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1881'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1881'REDWOOD DRIVE, THENCE 6.5 KM (4.05 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1881'101, AT THE NORTH END OF A PAVED TURNOUT, 0.1 KM (0.05 MI) NORTH OF A
 LU1881'SIGN (HUMBOLDT REDWOODS STATE PARK INFORMATION), 44.7 M (146.7 FT)
 LU1881'SOUTH OF THE CENTER OF A CATCH BASIN AT MILEPOST 15.44, 32.9 M
 LU1881'(107.9 FT) NORTH OF THE CENTER OF THE EAST END OF A CULVERT, 13.7 M
 LU1881'(44.9 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LU1881'HIGHWAY, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.1 M
 LU1881'(0.3 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LU1881'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1792 ***********************************************************************
 KT1792  DESIGNATION -  F 1436
 KT1792  PID         -  KT1792
 KT1792  STATE/COUNTY-  CA/MENDOCINO
 KT1792  USGS QUAD   -  WESTPORT (1994)
 KT1792
 KT1792                         *CURRENT SURVEY CONTROL
 KT1792  ___________________________________________________________________
 KT1792* NAD 83(1986)-  39 40 50.     (N)    123 47 26.     (W)     SCALED    
 KT1792* NAVD 88     -        17.797  (meters)      58.39   (feet)  ADJUSTED  
 KT1792  ___________________________________________________________________
 KT1792  GEOID HEIGHT-         -30.68  (meters)                     GEOID09
 KT1792  DYNAMIC HT  -          17.788 (meters)      58.36  (feet)  COMP
 KT1792  MODELED GRAV-     980,122.0   (mgal)                       NAVD 88
 KT1792
 KT1792  VERT ORDER  -  FIRST     CLASS II
 KT1792
 KT1792.The horizontal coordinates were scaled from a topographic map and have
 KT1792.an estimated accuracy of +/- 6 seconds.
 KT1792.
 KT1792.The orthometric height was determined by differential leveling and
 KT1792.adjusted in June 1991.
 KT1792
 KT1792.The geoid height was determined by GEOID09.
 KT1792
 KT1792.The dynamic height is computed by dividing the NAVD 88
 KT1792.geopotential number by the normal gravity value computed on the
 KT1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1792.degrees latitude (g = 980.6199 gals.).
 KT1792
 KT1792.The modeled gravity was interpolated from observed gravity values.
 KT1792
 KT1792;                    North         East    Units  Estimated Accuracy
 KT1792;SPC CA 2     -   725,070.    1,846,400.      MT  (+/- 180 meters Scaled)
 KT1792
 KT1792                          SUPERSEDED SURVEY CONTROL
 KT1792
 KT1792  NGVD 29 (12/02/92)   16.895  (m)           55.43   (f) ADJUSTED    1 2
 KT1792
 KT1792.Superseded values are not recommended for survey control.
 KT1792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1792.See file dsdata.txt to determine how the superseded data were derived.
 KT1792
 KT1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ322926(NAD 83)
 KT1792
 KT1792_MARKER: I = METAL ROD
 KT1792_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1792_SP_SET: STAINLESS STEEL ROD
 KT1792_STAMPING: F 1436 1988
 KT1792_MARK LOGO: NGS   
 KT1792_PROJECTION: FLUSH
 KT1792_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1792+STABILITY: POSITION/ELEVATION WELL
 KT1792_ROD/PIPE-DEPTH: 6.8  meters
 KT1792
 KT1792  HISTORY     - Date     Condition        Report By
 KT1792  HISTORY     - 1988     MONUMENTED       NGS
 KT1792
 KT1792                          STATION DESCRIPTION
 KT1792
 KT1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1792'5.3 KM (3.30 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 KT1792'ABALONE STREET IN WESTPORT, 23.1 M (75.8 FT) WEST OF THE CENTERLINE
 KT1792'OF THE HIGHWAY, 19.4 M (63.6 FT) SOUTH OF THE CENTERLINE OF THE
 KT1792'ENTRANCE INTO THE WESTPORT-UNION LANDING STATE BEACH, 0.3 M (1.0 FT)
 KT1792'SOUTHEAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 KT1792'THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 KT1792'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1761 ***********************************************************************
 KT1761  DESIGNATION -  F 1437
 KT1761  PID         -  KT1761
 KT1761  STATE/COUNTY-  CA/MENDOCINO
 KT1761  USGS QUAD   -  LEGGETT (1994)
 KT1761
 KT1761                         *CURRENT SURVEY CONTROL
 KT1761  ___________________________________________________________________
 KT1761* NAD 83(1986)-  39 51 08.     (N)    123 44 30.     (W)     SCALED    
 KT1761* NAVD 88     -       474.241  (meters)    1555.91   (feet)  ADJUSTED  
 KT1761  ___________________________________________________________________
 KT1761  GEOID HEIGHT-         -30.15  (meters)                     GEOID09
 KT1761  DYNAMIC HT  -         473.966 (meters)    1555.00  (feet)  COMP
 KT1761  MODELED GRAV-     980,030.6   (mgal)                       NAVD 88
 KT1761
 KT1761  VERT ORDER  -  FIRST     CLASS II
 KT1761
 KT1761.The horizontal coordinates were scaled from a topographic map and have
 KT1761.an estimated accuracy of +/- 6 seconds.
 KT1761.
 KT1761.The orthometric height was determined by differential leveling and
 KT1761.adjusted in June 1991.
 KT1761
 KT1761.The geoid height was determined by GEOID09.
 KT1761
 KT1761.The dynamic height is computed by dividing the NAVD 88
 KT1761.geopotential number by the normal gravity value computed on the
 KT1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1761.degrees latitude (g = 980.6199 gals.).
 KT1761
 KT1761.The modeled gravity was interpolated from observed gravity values.
 KT1761
 KT1761;                    North         East    Units  Estimated Accuracy
 KT1761;SPC CA 2     -   744,050.    1,850,960.      MT  (+/- 180 meters Scaled)
 KT1761
 KT1761                          SUPERSEDED SURVEY CONTROL
 KT1761
 KT1761  NGVD 29 (12/02/92)  473.323  (m)         1552.89   (f) ADJUSTED    1 2
 KT1761
 KT1761.Superseded values are not recommended for survey control.
 KT1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1761.See file dsdata.txt to determine how the superseded data were derived.
 KT1761
 KT1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK365116(NAD 83)
 KT1761
 KT1761_MARKER: I = METAL ROD
 KT1761_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KT1761+WITH SETTING: INFORMATION.
 KT1761_SP_SET: METAL ROD DRIVEN INTO GROUND
 KT1761_STAMPING: F 1437 1988
 KT1761_MARK LOGO: NGS   
 KT1761_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1761
 KT1761  HISTORY     - Date     Condition        Report By
 KT1761  HISTORY     - 1988     MONUMENTED       NGS
 KT1761
 KT1761                          STATION DESCRIPTION
 KT1761
 KT1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1761'5.2 KM (3.25 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 KT1761'U.S. HIGHWAY 101 IN LEGGETT, A METAL ROD DRIVEN 2.4 METERS AND FLUSH
 KT1761'WITH THE GROUND, 0.1 KM (0.05 MI) SOUTH OF A SHARP CURVE, 55.0 M
 KT1761'(180.4 FT) WEST OF CULVERT NUMBER 102.38, 28.3 M (92.8 FT) SOUTHWEST
 KT1761'OF THE CENTERLINE OF THE HIGHWAY, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 KT1761'THE HIGHWAY, AND 0.2 M (0.7 FT) EAST OF A WITNESS POST.  NOTE--ACCESS
 KT1761'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
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
 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
 LV0658 ***********************************************************************
 LV0658  DESIGNATION -  FILL 2
 LV0658  PID         -  LV0658
 LV0658  STATE/COUNTY-  CA/HUMBOLDT
 LV0658  USGS QUAD   -  FIELDS LANDING (1972)
 LV0658
 LV0658                         *CURRENT SURVEY CONTROL
 LV0658  ___________________________________________________________________
 LV0658* NAD 83(1992)-  40 40 28.95865(N)    124 13 13.27739(W)     ADJUSTED  
 LV0658* NAVD 88     -         7.455  (meters)      24.46   (feet)  ADJUSTED  
 LV0658  ___________________________________________________________________
 LV0658  EPOCH DATE  -        1991.35
 LV0658  LAPLACE CORR-           8.64  (seconds)                    DEFLEC09
 LV0658  GEOID HEIGHT-         -31.06  (meters)                     GEOID09
 LV0658  DYNAMIC HT  -           7.451 (meters)      24.45  (feet)  COMP
 LV0658  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 LV0658
 LV0658  HORZ ORDER  -  SECOND
 LV0658  VERT ORDER  -  FIRST     CLASS II
 LV0658
 LV0658.The horizontal coordinates were established by classical geodetic methods
 LV0658.and adjusted by the National Geodetic Survey in March 1994.
 LV0658.
 LV0658.The orthometric height was determined by differential leveling and
 LV0658.adjusted in June 1991.
 LV0658
 LV0658.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0658
 LV0658.The geoid height was determined by GEOID09.
 LV0658
 LV0658.The dynamic height is computed by dividing the NAVD 88
 LV0658.geopotential number by the normal gravity value computed on the
 LV0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0658.degrees latitude (g = 980.6199 gals.).
 LV0658
 LV0658.The modeled gravity was interpolated from observed gravity values.
 LV0658
 LV0658;                    North         East     Units Scale Factor Converg.
 LV0658;SPC CA 1     -   651,320.738 1,812,313.769   MT  0.99989854   -1 27 06.7
 LV0658;SPC CA 1     - 2,136,874.79  5,945,899.42   sFT  0.99989854   -1 27 06.7
 LV0658;UTM  10      - 4,503,363.830   396,862.178   MT  0.99973093   -0 47 43.6
 LV0658
 LV0658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0658!SPC CA 1     -   1.00000370  x   0.99989854  =   0.99990224
 LV0658!UTM  10      -   1.00000370  x   0.99973093  =   0.99973463
 LV0658
 LV0658:                Primary Azimuth Mark                     Grid Az
 LV0658:SPC CA 1     -  SHEEP                                    356 31 13.7
 LV0658:UTM  10      -  SHEEP                                    355 51 50.6
 LV0658
 LV0658|---------------------------------------------------------------------|
 LV0658| PID    Reference Object                     Distance      Geod. Az  |
 LV0658|                                                           dddmmss.s |
 LV0658| LV0873 FILL USE 1911                        27.902 METERS 03737     |
 LV0658| DB5892 FILL 2 RM 1                          10.399 METERS 15454     |
 LV0658| DB5893 FILL 2 RM 2                          21.020 METERS 26354     |
 LV0658| LV0885 SHEEP                               APPROX. 2.8 KM 3550407.0 |
 LV0658|---------------------------------------------------------------------|
 LV0658
 LV0658                          SUPERSEDED SURVEY CONTROL
 LV0658
 LV0658  NAD 83(1986)-  40 40 28.92166(N)    124 13 13.30745(W) AD(1984.00) 2
 LV0658  NAD 27      -  40 40 29.46700(N)    124 13 09.09700(W) AD(       ) 2
 LV0658  NGVD 29 (12/02/92)    6.464  (m)           21.21   (f) ADJUSTED    1 2
 LV0658
 LV0658.Superseded values are not recommended for survey control.
 LV0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0658.See file dsdata.txt to determine how the superseded data were derived.
 LV0658
 LV0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL9686203363(NAD 83)
 LV0658
 LV0658_MARKER: DS = TRIANGULATION STATION DISK
 LV0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0658_SP_SET: CONCRETE POST
 LV0658_STAMPING: FILL 2 1941
 LV0658_MARK LOGO: CGS   
 LV0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0658+STABILITY: SURFACE MOTION
 LV0658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0658+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1988
 LV0658
 LV0658  HISTORY     - Date     Condition        Report By
 LV0658  HISTORY     - 1941     MONUMENTED       CGS
 LV0658  HISTORY     - 1941     GOOD             CGS
 LV0658  HISTORY     - 1948     SEE DESCRIPTION  CGS
 LV0658  HISTORY     - 1954     SEE DESCRIPTION  HYCAS
 LV0658  HISTORY     - 1959     SEE DESCRIPTION  CGS
 LV0658  HISTORY     - 19880222 GOOD             NGS
 LV0658
 LV0658                          STATION DESCRIPTION
 LV0658
 LV0658'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (DHK)
 LV0658'STATION IS ON THE PASTURE LAND OF MARTIN TORONI, ABOUT 0.2
 LV0658'MILE SE OF THE MARTIN TORONI RANCH, 1 MILE W OF THE BEATRICE
 LV0658'POST OFFICE AND STORE, AND 2 MILES NNW OF LOLETA.  IT IS 39.8
 LV0658'FEET N OF CENTER LINE OF PAVED ROAD, 4.6 FEET N OF A WHITE
 LV0658'WITNESS POST, 58 FEET WNW OF FENCE CORNER AND 81 FEET WNW OF
 LV0658'BOARD GATE LEADING FROM PAVED ROAD INTO PASTURE.  IT PROJECTS
 LV0658'6 INCHES AND IS STAMPED FILL 2 1941.
 LV0658'
 LV0658'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 LV0658'DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A, 7A AND 11A.
 LV0658'
 LV0658'WITNESS MARK IS FILL (U.S.E.) 1919.
 LV0658'
 LV0658'REFERENCE MARK NO. 1 IS ABOUT 2 FEET HIGHER THAN STATION, 21.6
 LV0658'FEET N OF CENTER LINE OF ROAD, 1.6 FEET N OF FENCE LINE AND
 LV0658'32 FEET W OF FENCE CORNER.  THE MARK PROJECTS 6 INCHES AND
 LV0658'IS STAMPED, FILL 2 NO. 1, 1941.
 LV0658'
 LV0658'REFERENCE MARK NO. 2 IS ABOUT 3-1/2 FEET HIGHER THAN STATION,
 LV0658'20.6 FEET N OF CENTER LINE OF ROAD AND ONE FOOT N OF FENCE
 LV0658'LINE.  THE MARK PROJECTS 6 INCHES AND IS STAMPED FILL 2 NO. 2,
 LV0658'1941.
 LV0658'
 LV0658'BOTH REFERENCE MARKS ARE INSIDE FENCED-OFF AREA OF PASTURE
 LV0658'INCLOSING SEVERAL SMALL CYPRESS TREES.  STATION MARK IS JUST
 LV0658'N OF THIS AREA.
 LV0658'
 LV0658'TO REACH THE STATION FROM THE BEATRICE POST OFFICE AND STORE
 LV0658'(11 MILES S OF EUREKA ON U.S. HIGHWAY 101) GO W ON PAVED ROAD
 LV0658'TOWARDS TABLE BLUFF COAST GUARD LIGHT STATION FOR 1 MILE TO
 LV0658'A SMALL FENCED AREA OF PASTURE INCLOSING SEVERAL SMALL CYPRESS
 LV0658'TREES AND STATION ON THE RIGHT (N).
 LV0658
 LV0658                          STATION RECOVERY (1941)
 LV0658
 LV0658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 LV0658'RECOVERED IN GOOD CONDITION.
 LV0658
 LV0658                          STATION RECOVERY (1948)
 LV0658
 LV0658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (RAE)
 LV0658'STATION AND R.M.S 1 AND 2 WERE RECOVERED IN GOOD CONDITION
 LV0658'AS DESCRIBED BY D.H.K. IN 1941.  THE DISTANCES TO THE REFERENCE
 LV0658'MARKS WERE VERIFIED.  THE DESCRIPTION IS ADEQUATE.
 LV0658
 LV0658                          STATION RECOVERY (1954)
 LV0658
 LV0658'RECOVERY NOTE BY HYCON AERIAL SURVEY 1954 (RSH)
 LV0658'FOUND AS DESCRIBED.  FOUND BOTH REFERENCE MARKS 1 AND 2 IN
 LV0658'GOOD CONDITION.
 LV0658
 LV0658                          STATION RECOVERY (1959)
 LV0658
 LV0658'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WTJ)
 LV0658'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED AS DESCRIBED
 LV0658'IN GOOD CONDITION.
 LV0658
 LV0658                          STATION RECOVERY (1988)
 LV0658
 LV0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0658'10.4 KM (6.45 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0658'OVERPASS IN FORTUNA, THENCE 1.8 KM (1.10 MI) WESTERLY ALONG HOOKTON
 LV0658'ROAD, 11.0 M (36.1 FT) NORTH OF THE CENTERLINE OF THE ROAD, 8.1 M
 LV0658'(26.6 FT) NORTH OF A FENCE, 2.1 M (6.9 FT) NORTHWEST OF A 36-INCH
 LV0658'CEDAR TREE, 1.5 M (4.9 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M
 LV0658'(1.0 FT) SOUTH OF A WITNESS POST.
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
 LV0250 ***********************************************************************
 LV0250  DESIGNATION -  G 1087 RESET
 LV0250  PID         -  LV0250
 LV0250  STATE/COUNTY-  CA/HUMBOLDT
 LV0250  USGS QUAD   -  FIELDS LANDING (1972)
 LV0250
 LV0250                         *CURRENT SURVEY CONTROL
 LV0250  ___________________________________________________________________
 LV0250* NAD 83(1986)-  40 39 06.     (N)    124 12 40.     (W)     SCALED    
 LV0250* NAVD 88     -        85.839  (meters)     281.62   (feet)  ADJUSTED  
 LV0250  ___________________________________________________________________
 LV0250  GEOID HEIGHT-         -31.07  (meters)                     GEOID09
 LV0250  DYNAMIC HT  -          85.799 (meters)     281.49  (feet)  COMP
 LV0250  MODELED GRAV-     980,163.9   (mgal)                       NAVD 88
 LV0250
 LV0250  VERT ORDER  -  FIRST     CLASS II
 LV0250
 LV0250.The horizontal coordinates were scaled from a topographic map and have
 LV0250.an estimated accuracy of +/- 6 seconds.
 LV0250.
 LV0250.The orthometric height was determined by differential leveling and
 LV0250.adjusted in December 1992.
 LV0250
 LV0250.The geoid height was determined by GEOID09.
 LV0250
 LV0250.The dynamic height is computed by dividing the NAVD 88
 LV0250.geopotential number by the normal gravity value computed on the
 LV0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0250.degrees latitude (g = 980.6199 gals.).
 LV0250
 LV0250.The modeled gravity was interpolated from observed gravity values.
 LV0250
 LV0250;                    North         East    Units  Estimated Accuracy
 LV0250;SPC CA 1     -   648,740.    1,813,030.      MT  (+/- 180 meters Scaled)
 LV0250
 LV0250                          SUPERSEDED SURVEY CONTROL
 LV0250
 LV0250  NAVD 88 (06/15/91)   85.839  (m)          281.62   (f) UNKNOWN     1 2
 LV0250  NGVD 29 (12/02/92)   84.850  (m)          278.38   (f) ADJUSTED    1 2
 LV0250
 LV0250.Superseded values are not recommended for survey control.
 LV0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0250.See file dsdata.txt to determine how the superseded data were derived.
 LV0250
 LV0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL976007(NAD 83)
 LV0250
 LV0250_MARKER: DB = BENCH MARK DISK
 LV0250_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0250_SP_SET: HEADWALL
 LV0250_STAMPING: G 1087 1967 RESET 1970
 LV0250_MARK LOGO: CADH  
 LV0250_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0250+STABILITY: SURFACE MOTION
 LV0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0250+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 LV0250
 LV0250  HISTORY     - Date     Condition        Report By
 LV0250  HISTORY     - 1970     MONUMENTED       CADH
 LV0250  HISTORY     - 19880224 GOOD             NGS
 LV0250  HISTORY     - 19920727 GOOD             NGS
 LV0250
 LV0250                          STATION DESCRIPTION
 LV0250
 LV0250'DESCRIBED BY CA DIV OF HIGHWAYS 1970
 LV0250'5 MI N FROM FORTUNA.
 LV0250'5 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FORTUNA, AT MILE POST
 LV0250'66.75, ATTACHED TO THE TOP OF THE SOUTH END OF A CULVERT HEADWALL
 LV0250'FROM EPOXY, 55 FEET EASTERLY OF THE CENTER LINE OF THE HIGHWAY.
 LV0250
 LV0250                          STATION RECOVERY (1988)
 LV0250
 LV0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0250'RECOVERED IN GOOD CONDITION.
 LV0250
 LV0250                          STATION RECOVERY (1992)
 LV0250
 LV0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0250'8.3 KM (5.15 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0250'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, IN
 LV0250'TOP OF AND 0.2 M (0.7 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 LV0250'HEADWALL OF A CULVERT AT MILEPOST 66.75, 16.8 M (55.1 FT) EAST OF THE
 LV0250'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 0.8 M
 LV0250'(2.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0646 ***********************************************************************
 LV0646  DESIGNATION -  G 1401
 LV0646  PID         -  LV0646
 LV0646  STATE/COUNTY-  CA/HUMBOLDT
 LV0646  USGS QUAD   -  EUREKA (1972)
 LV0646
 LV0646                         *CURRENT SURVEY CONTROL
 LV0646  ___________________________________________________________________
 LV0646* NAD 83(1986)-  40 47 53.     (N)    124 10 29.     (W)     SCALED    
 LV0646* NAVD 88     -         3.312  (meters)      10.87   (feet)  ADJUSTED  
 LV0646  ___________________________________________________________________
 LV0646  GEOID HEIGHT-         -30.69  (meters)                     GEOID09
 LV0646  DYNAMIC HT  -           3.311 (meters)      10.86  (feet)  COMP
 LV0646  MODELED GRAV-     980,207.6   (mgal)                       NAVD 88
 LV0646
 LV0646  VERT ORDER  -  FIRST     CLASS II
 LV0646
 LV0646.The horizontal coordinates were scaled from a topographic map and have
 LV0646.an estimated accuracy of +/- 6 seconds.
 LV0646.
 LV0646.The orthometric height was determined by differential leveling and
 LV0646.adjusted in June 1991.
 LV0646
 LV0646.The geoid height was determined by GEOID09.
 LV0646
 LV0646.The dynamic height is computed by dividing the NAVD 88
 LV0646.geopotential number by the normal gravity value computed on the
 LV0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0646.degrees latitude (g = 980.6199 gals.).
 LV0646
 LV0646.The modeled gravity was interpolated from observed gravity values.
 LV0646
 LV0646;                    North         East    Units  Estimated Accuracy
 LV0646;SPC CA 1     -   664,920.    1,816,510.      MT  (+/- 180 meters Scaled)
 LV0646
 LV0646                          SUPERSEDED SURVEY CONTROL
 LV0646
 LV0646  NGVD 29 (12/02/92)    2.305  (m)            7.56   (f) ADJUSTED    1 2
 LV0646
 LV0646.Superseded values are not recommended for survey control.
 LV0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0646.See file dsdata.txt to determine how the superseded data were derived.
 LV0646
 LV0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL009170(NAD 83)
 LV0646
 LV0646_MARKER: I = METAL ROD
 LV0646_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0646_SP_SET: STAINLESS STEEL ROD
 LV0646_STAMPING: G 1401 1988
 LV0646_MARK LOGO: NGS   
 LV0646_PROJECTION: FLUSH
 LV0646_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0646_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0646_ROD/PIPE-DEPTH: 15.4 meters
 LV0646
 LV0646  HISTORY     - Date     Condition        Report By
 LV0646  HISTORY     - 1988     MONUMENTED       NGS
 LV0646
 LV0646                          STATION DESCRIPTION
 LV0646
 LV0646'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0646'IN EUREKA, AT THE INTERSECTION OF WASHINGTON AND SUMMER STREETS, 28.6
 LV0646'M (93.8 FT) WEST OF THE CENTER OF SUMMER STREET, 18.2 M (59.7 FT)
 LV0646'WEST-SOUTHWEST OF A FIRE HYDRANT, 17.3 M (56.8 FT) EAST OF A CHAIN
 LV0646'LINK FENCE CORNER, 8.6 M (28.2 FT) SOUTH OF THE CENTERLINE OF
 LV0646'WASHINGTON STREET, AND LEVEL WITH THE STREETS.  NOTE--ACCESS TO THE
 LV0646'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1882 ***********************************************************************
 LU1882  DESIGNATION -  G 1404
 LU1882  PID         -  LU1882
 LU1882  STATE/COUNTY-  CA/HUMBOLDT
 LU1882  USGS QUAD   -  GARBERVILLE (1970)
 LU1882
 LU1882                         *CURRENT SURVEY CONTROL
 LU1882  ___________________________________________________________________
 LU1882* NAD 83(1986)-  40 07 02.     (N)    123 49 11.     (W)     SCALED    
 LU1882* NAVD 88     -       152.414  (meters)     500.04   (feet)  ADJUSTED  
 LU1882  ___________________________________________________________________
 LU1882  GEOID HEIGHT-         -30.51  (meters)                     GEOID09
 LU1882  DYNAMIC HT  -         152.330 (meters)     499.77  (feet)  COMP
 LU1882  MODELED GRAV-     980,072.7   (mgal)                       NAVD 88
 LU1882
 LU1882  VERT ORDER  -  FIRST     CLASS II
 LU1882
 LU1882.The horizontal coordinates were scaled from a topographic map and have
 LU1882.an estimated accuracy of +/- 6 seconds.
 LU1882.
 LU1882.The orthometric height was determined by differential leveling and
 LU1882.adjusted in December 1992.
 LU1882
 LU1882.The geoid height was determined by GEOID09.
 LU1882
 LU1882.The dynamic height is computed by dividing the NAVD 88
 LU1882.geopotential number by the normal gravity value computed on the
 LU1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1882.degrees latitude (g = 980.6199 gals.).
 LU1882
 LU1882.The modeled gravity was interpolated from observed gravity values.
 LU1882
 LU1882;                    North         East    Units  Estimated Accuracy
 LU1882;SPC CA 1     -   588,650.    1,844,890.      MT  (+/- 180 meters Scaled)
 LU1882
 LU1882                          SUPERSEDED SURVEY CONTROL
 LU1882
 LU1882  NAVD 88 (06/15/91)  152.414  (m)          500.04   (f) UNKNOWN     1 2
 LU1882  NGVD 29 (12/02/92)  151.485  (m)          497.00   (f) ADJUSTED    1 2
 LU1882
 LU1882.Superseded values are not recommended for survey control.
 LU1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1882.See file dsdata.txt to determine how the superseded data were derived.
 LU1882
 LU1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK301410(NAD 83)
 LU1882
 LU1882_MARKER: I = METAL ROD
 LU1882_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1882_SP_SET: STAINLESS STEEL ROD
 LU1882_STAMPING: G 1404 1988
 LU1882_MARK LOGO: NGS   
 LU1882_PROJECTION: FLUSH
 LU1882_MAGNETIC: I = MARKER IS A STEEL ROD
 LU1882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1882+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1882_ROD/PIPE-DEPTH: 5.2  meters
 LU1882
 LU1882  HISTORY     - Date     Condition        Report By
 LU1882  HISTORY     - 1988     MONUMENTED       NGS
 LU1882  HISTORY     - 19920729 GOOD             NGS
 LU1882
 LU1882                          STATION DESCRIPTION
 LU1882
 LU1882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1882'IN REDWAY, AT THE INTERSECTION OF REDWOOD AND REDWAY DRIVES, 66.7 M
 LU1882'(218.8 FT) SOUTHWEST OF THE CENTERLINE OF REDWOOD DRIVE, 8.4 M (27.6
 LU1882'FT) SOUTHEAST OF THE CENTERLINE OF REDWAY DRIVE, 2.3 M (7.5 FT)
 LU1882'SOUTHEAST OF A FENCE CORNER, 0.7 M (2.3 FT) NORTHWEST OF UTILITY POLE
 LU1882'NUMBER 1191381, 0.3 M (1.0 FT) NORTHEAST OF A FENCE, AND LEVEL WITH
 LU1882'REDWAY DRIVE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LU1882'LOGO CAP.
 LU1882
 LU1882                          STATION RECOVERY (1992)
 LU1882
 LU1882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1882'IN REDWAY, AT THE INTERSECTION OF REDWOOD AND REDWAY DRIVES, 66.7 M
 LU1882'(218.8 FT) SOUTHWEST OF THE CENTERLINE OF REDWOOD DRIVE, 8.4 M
 LU1882'(27.6 FT) SOUTHEAST OF THE CENTERLINE OF REDWAY DRIVE, 2.3 M
 LU1882'(7.5 FT) SOUTHEAST OF A FENCE CORNER, 0.7 M (2.3 FT) NORTHWEST OF
 LU1882'UTILITY POLE NUMBER 1191381, 0.3 M (1.0 FT) NORTHEAST OF THE FENCE,
 LU1882'AND LEVEL WITH REDWAY DRIVE.  NOTE--ACCESS TO THE DATUM POINT IS
 LU1882'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1791 ***********************************************************************
 KT1791  DESIGNATION -  G 1436
 KT1791  PID         -  KT1791
 KT1791  STATE/COUNTY-  CA/MENDOCINO
 KT1791  USGS QUAD   -  WESTPORT (1994)
 KT1791
 KT1791                         *CURRENT SURVEY CONTROL
 KT1791  ___________________________________________________________________
 KT1791* NAD 83(1986)-  39 41 35.     (N)    123 47 48.     (W)     SCALED    
 KT1791* NAVD 88     -        40.158  (meters)     131.75   (feet)  ADJUSTED  
 KT1791  ___________________________________________________________________
 KT1791  GEOID HEIGHT-         -30.67  (meters)                     GEOID09
 KT1791  DYNAMIC HT  -          40.138 (meters)     131.69  (feet)  COMP
 KT1791  MODELED GRAV-     980,126.6   (mgal)                       NAVD 88
 KT1791
 KT1791  VERT ORDER  -  FIRST     CLASS II
 KT1791
 KT1791.The horizontal coordinates were scaled from a topographic map and have
 KT1791.an estimated accuracy of +/- 6 seconds.
 KT1791.
 KT1791.The orthometric height was determined by differential leveling and
 KT1791.adjusted in June 1991.
 KT1791
 KT1791.The geoid height was determined by GEOID09.
 KT1791
 KT1791.The dynamic height is computed by dividing the NAVD 88
 KT1791.geopotential number by the normal gravity value computed on the
 KT1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1791.degrees latitude (g = 980.6199 gals.).
 KT1791
 KT1791.The modeled gravity was interpolated from observed gravity values.
 KT1791
 KT1791;                    North         East    Units  Estimated Accuracy
 KT1791;SPC CA 2     -   726,470.    1,845,910.      MT  (+/- 180 meters Scaled)
 KT1791
 KT1791                          SUPERSEDED SURVEY CONTROL
 KT1791
 KT1791  NGVD 29 (12/02/92)   39.257  (m)          128.80   (f) ADJUSTED    1 2
 KT1791
 KT1791.Superseded values are not recommended for survey control.
 KT1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1791.See file dsdata.txt to determine how the superseded data were derived.
 KT1791
 KT1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ316939(NAD 83)
 KT1791
 KT1791_MARKER: I = METAL ROD
 KT1791_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1791_SP_SET: STAINLESS STEEL ROD
 KT1791_STAMPING: G 1436 1988
 KT1791_MARK LOGO: NGS   
 KT1791_PROJECTION: FLUSH
 KT1791_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1791_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1791+STABILITY: POSITION/ELEVATION WELL
 KT1791_ROD/PIPE-DEPTH: 9.9  meters
 KT1791
 KT1791  HISTORY     - Date     Condition        Report By
 KT1791  HISTORY     - 1988     MONUMENTED       NGS
 KT1791
 KT1791                          STATION DESCRIPTION
 KT1791
 KT1791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1791'6.7 KM (4.15 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 KT1791'ABALONE STREET IN WESTPORT, 14.4 M (47.2 FT) SOUTHWEST OF THE
 KT1791'CENTERLINE OF THE HIGHWAY, 0.8 M (2.6 FT) NORTHWEST OF UTILITY POLE
 KT1791'NUMBER 207 AND UNDERGROUND CABLE JUNCTION BOX NUMBER REPT.  18, 0.3 M
 KT1791'(1.0 FT) SOUTHEAST OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 KT1791'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1762 ***********************************************************************
 KT1762  DESIGNATION -  G 1437
 KT1762  PID         -  KT1762
 KT1762  STATE/COUNTY-  CA/MENDOCINO
 KT1762  USGS QUAD   -  LEGGETT (1994)
 KT1762
 KT1762                         *CURRENT SURVEY CONTROL
 KT1762  ___________________________________________________________________
 KT1762* NAD 83(1986)-  39 51 24.     (N)    123 44 40.     (W)     SCALED    
 KT1762* NAVD 88     -       520.790  (meters)    1708.63   (feet)  ADJUSTED  
 KT1762  ___________________________________________________________________
 KT1762  GEOID HEIGHT-         -30.16  (meters)                     GEOID09
 KT1762  DYNAMIC HT  -         520.486 (meters)    1707.63  (feet)  COMP
 KT1762  MODELED GRAV-     980,024.7   (mgal)                       NAVD 88
 KT1762
 KT1762  VERT ORDER  -  FIRST     CLASS II
 KT1762
 KT1762.The horizontal coordinates were scaled from a topographic map and have
 KT1762.an estimated accuracy of +/- 6 seconds.
 KT1762.
 KT1762.The orthometric height was determined by differential leveling and
 KT1762.adjusted in June 1991.
 KT1762
 KT1762.The geoid height was determined by GEOID09.
 KT1762
 KT1762.The dynamic height is computed by dividing the NAVD 88
 KT1762.geopotential number by the normal gravity value computed on the
 KT1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1762.degrees latitude (g = 980.6199 gals.).
 KT1762
 KT1762.The modeled gravity was interpolated from observed gravity values.
 KT1762
 KT1762;                    North         East    Units  Estimated Accuracy
 KT1762;SPC CA 2     -   744,540.    1,850,730.      MT  (+/- 180 meters Scaled)
 KT1762
 KT1762                          SUPERSEDED SURVEY CONTROL
 KT1762
 KT1762  NGVD 29 (12/02/92)  519.871  (m)         1705.61   (f) ADJUSTED    1 2
 KT1762
 KT1762.Superseded values are not recommended for survey control.
 KT1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1762.See file dsdata.txt to determine how the superseded data were derived.
 KT1762
 KT1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK363121(NAD 83)
 KT1762
 KT1762_MARKER: I = METAL ROD
 KT1762_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1762_SP_SET: STAINLESS STEEL ROD
 KT1762_STAMPING: G 1437 1988
 KT1762_MARK LOGO: NGS   
 KT1762_PROJECTION: FLUSH
 KT1762_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1762+STABILITY: POSITION/ELEVATION WELL
 KT1762_ROD/PIPE-DEPTH: 8.5  meters
 KT1762
 KT1762  HISTORY     - Date     Condition        Report By
 KT1762  HISTORY     - 1988     MONUMENTED       NGS
 KT1762
 KT1762                          STATION DESCRIPTION
 KT1762
 KT1762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1762'6.0 KM (3.75 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 KT1762'U.S. HIGHWAY 101 IN LEGGETT, ON THE OUTSIDE OF A SHARP CURVE, 15.7 M
 KT1762'(51.5 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.4 M (4.6 FT)
 KT1762'NORTHWEST OF A HIGHWAY INFORMATION SIGN, 0.2 M (0.7 FT)
 KT1762'EAST-NORTHEAST OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 KT1762'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
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
 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
 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
 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
 LV0252 ***********************************************************************
 LV0252  DESIGNATION -  H 1087 RESET
 LV0252  PID         -  LV0252
 LV0252  STATE/COUNTY-  CA/HUMBOLDT
 LV0252  USGS QUAD   -  FIELDS LANDING (1972)
 LV0252
 LV0252                         *CURRENT SURVEY CONTROL
 LV0252  ___________________________________________________________________
 LV0252* NAD 83(1986)-  40 39 37.     (N)    124 12 14.     (W)     SCALED    
 LV0252* NAVD 88     -        62.875  (meters)     206.28   (feet)  ADJUSTED  
 LV0252  ___________________________________________________________________
 LV0252  GEOID HEIGHT-         -31.02  (meters)                     GEOID09
 LV0252  DYNAMIC HT  -          62.847 (meters)     206.19  (feet)  COMP
 LV0252  MODELED GRAV-     980,169.6   (mgal)                       NAVD 88
 LV0252
 LV0252  VERT ORDER  -  FIRST     CLASS II
 LV0252
 LV0252.The horizontal coordinates were scaled from a topographic map and have
 LV0252.an estimated accuracy of +/- 6 seconds.
 LV0252.
 LV0252.The orthometric height was determined by differential leveling and
 LV0252.adjusted in June 1991.
 LV0252
 LV0252.The geoid height was determined by GEOID09.
 LV0252
 LV0252.The dynamic height is computed by dividing the NAVD 88
 LV0252.geopotential number by the normal gravity value computed on the
 LV0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0252.degrees latitude (g = 980.6199 gals.).
 LV0252
 LV0252.The modeled gravity was interpolated from observed gravity values.
 LV0252
 LV0252;                    North         East    Units  Estimated Accuracy
 LV0252;SPC CA 1     -   649,680.    1,813,670.      MT  (+/- 180 meters Scaled)
 LV0252
 LV0252                          SUPERSEDED SURVEY CONTROL
 LV0252
 LV0252  NGVD 29 (12/02/92)   61.886  (m)          203.04   (f) ADJUSTED    1 2
 LV0252
 LV0252.Superseded values are not recommended for survey control.
 LV0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0252.See file dsdata.txt to determine how the superseded data were derived.
 LV0252
 LV0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL982017(NAD 83)
 LV0252
 LV0252_MARKER: DB = BENCH MARK DISK
 LV0252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0252_SP_SET: CATCH BASIN
 LV0252_STAMPING: H 1087 1967 RESET 1970
 LV0252_MARK LOGO: CADH  
 LV0252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0252
 LV0252  HISTORY     - Date     Condition        Report By
 LV0252  HISTORY     - 1970     MONUMENTED       CADH
 LV0252  HISTORY     - 19880224 GOOD             NGS
 LV0252  HISTORY     - 19920727 MARK NOT FOUND   NGS
 LV0252
 LV0252                          STATION DESCRIPTION
 LV0252
 LV0252'DESCRIBED BY CA DIV OF HIGHWAYS 1970
 LV0252'5.7 MI N FROM FORTUNA.
 LV0252'5.7 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FORTUNA, AT MILE POST
 LV0252'67.42, SET ON THE INLET LIP OF A DROP INLET AND ABOUT 45 FEET
 LV0252'EASTERLY OF THE CENTER LINE OF THE HIGHWAY.
 LV0252
 LV0252                          STATION RECOVERY (1988)
 LV0252
 LV0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0252'RECOVERED IN GOOD CONDITION.
 LV0252
 LV0252                          STATION RECOVERY (1992)
 LV0252
 LV0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0252'THE CATCH BASIN HAS BEEN REPLACED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0648 ***********************************************************************
 LV0648  DESIGNATION -  H 1401
 LV0648  PID         -  LV0648
 LV0648  STATE/COUNTY-  CA/HUMBOLDT
 LV0648  USGS QUAD   -  EUREKA (1972)
 LV0648
 LV0648                         *CURRENT SURVEY CONTROL
 LV0648  ___________________________________________________________________
 LV0648* NAD 83(1986)-  40 46 00.     (N)    124 11 29.     (W)     SCALED    
 LV0648* NAVD 88     -         5.296  (meters)      17.38   (feet)  ADJUSTED  
 LV0648  ___________________________________________________________________
 LV0648  GEOID HEIGHT-         -30.79  (meters)                     GEOID09
 LV0648  DYNAMIC HT  -           5.294 (meters)      17.37  (feet)  COMP
 LV0648  MODELED GRAV-     980,204.6   (mgal)                       NAVD 88
 LV0648
 LV0648  VERT ORDER  -  FIRST     CLASS II
 LV0648
 LV0648.The horizontal coordinates were scaled from a topographic map and have
 LV0648.an estimated accuracy of +/- 6 seconds.
 LV0648.
 LV0648.The orthometric height was determined by differential leveling and
 LV0648.adjusted in June 1991.
 LV0648
 LV0648.The geoid height was determined by GEOID09.
 LV0648
 LV0648.The dynamic height is computed by dividing the NAVD 88
 LV0648.geopotential number by the normal gravity value computed on the
 LV0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0648.degrees latitude (g = 980.6199 gals.).
 LV0648
 LV0648.The modeled gravity was interpolated from observed gravity values.
 LV0648
 LV0648;                    North         East    Units  Estimated Accuracy
 LV0648;SPC CA 1     -   661,470.    1,815,020.      MT  (+/- 180 meters Scaled)
 LV0648
 LV0648                          SUPERSEDED SURVEY CONTROL
 LV0648
 LV0648  NGVD 29 (12/02/92)    4.294  (m)           14.09   (f) ADJUSTED    1 2
 LV0648
 LV0648.Superseded values are not recommended for survey control.
 LV0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0648.See file dsdata.txt to determine how the superseded data were derived.
 LV0648
 LV0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL994135(NAD 83)
 LV0648
 LV0648_MARKER: I = METAL ROD
 LV0648_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0648_SP_SET: STAINLESS STEEL ROD
 LV0648_STAMPING: H 1401 1988
 LV0648_MARK LOGO: NGS   
 LV0648_PROJECTION: FLUSH
 LV0648_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0648+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2009
 LV0648_ROD/PIPE-DEPTH: 9.8  meters
 LV0648
 LV0648  HISTORY     - Date     Condition        Report By
 LV0648  HISTORY     - 1988     MONUMENTED       NGS
 LV0648  HISTORY     - 20090123 GOOD             CADT
 LV0648
 LV0648                          STATION DESCRIPTION
 LV0648
 LV0648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0648'IN EUREKA, AT THE INTERSECTION OF U.S. HIGHWAY 101 AND SUNSET ROAD,
 LV0648'8.0 M (26.2 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LV0648'HIGHWAY, 7.3 M (24.0 FT) SOUTH OF THE CENTER OF THE ROAD, 0.8 M (2.6
 LV0648'FT) SOUTHWEST OF UTILITY POLE NUMBER 65300 0-5, AND LEVEL WITH THE
 LV0648'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LV0648'CAP.
 LV0648
 LV0648                          STATION RECOVERY (2009)
 LV0648
 LV0648'RECOVERY NOTE BY CALTRANS 2009 (REB)
 LV0648'NEW DESCRIPTION AS FOLLOWS
 LV0648' 
 LV0648'LOCATED IN EUREKA AT THE INTERSECTION OF U.S. HIGHWAY 101 AND SUNSET
 LV0648'ROAD, 8.0 M (26.2 FT) EAST OF THE CENTERLINE OF THE HIGHWAY'S
 LV0648'NORTHBOUND LANES, 7.3 M (24.0 FT) SOUTH OF THE CENTERLINE OF SUNSET
 LV0648'ROAD, ALONG THE EASTERLY EDGE OF CONCRETE SIDEWALK AT THE TOP OF A
 LV0648'WHEELCHAIR RAMP, APPROX 36.6 M (120 FT) NORTH OF LIGHT POLE NUMBER
 LV0648'9556. ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LV0648' 
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1883 ***********************************************************************
 LU1883  DESIGNATION -  H 1404
 LU1883  PID         -  LU1883
 LU1883  STATE/COUNTY-  CA/HUMBOLDT
 LU1883  USGS QUAD   -  GARBERVILLE (1970)
 LU1883
 LU1883                         *CURRENT SURVEY CONTROL
 LU1883  ___________________________________________________________________
 LU1883* NAD 83(1986)-  40 04 48.     (N)    123 47 21.     (W)     SCALED    
 LU1883* NAVD 88     -       213.696  (meters)     701.10   (feet)  ADJUSTED  
 LU1883  ___________________________________________________________________
 LU1883  GEOID HEIGHT-         -30.43  (meters)                     GEOID09
 LU1883  DYNAMIC HT  -         213.581 (meters)     700.72  (feet)  COMP
 LU1883  MODELED GRAV-     980,085.6   (mgal)                       NAVD 88
 LU1883
 LU1883  VERT ORDER  -  FIRST     CLASS II
 LU1883
 LU1883.The horizontal coordinates were scaled from a topographic map and have
 LU1883.an estimated accuracy of +/- 6 seconds.
 LU1883.
 LU1883.The orthometric height was determined by differential leveling and
 LU1883.adjusted in June 1991.
 LU1883
 LU1883.The geoid height was determined by GEOID09.
 LU1883
 LU1883.The dynamic height is computed by dividing the NAVD 88
 LU1883.geopotential number by the normal gravity value computed on the
 LU1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1883.degrees latitude (g = 980.6199 gals.).
 LU1883
 LU1883.The modeled gravity was interpolated from observed gravity values.
 LU1883
 LU1883;                    North         East    Units  Estimated Accuracy
 LU1883;SPC CA 1     -   584,470.    1,847,410.      MT  (+/- 180 meters Scaled)
 LU1883
 LU1883                          SUPERSEDED SURVEY CONTROL
 LU1883
 LU1883  NGVD 29 (12/02/92)  212.774  (m)          698.08   (f) ADJUSTED    1 2
 LU1883
 LU1883.Superseded values are not recommended for survey control.
 LU1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1883.See file dsdata.txt to determine how the superseded data were derived.
 LU1883
 LU1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK327369(NAD 83)
 LU1883
 LU1883_MARKER: I = METAL ROD
 LU1883_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1883_SP_SET: STAINLESS STEEL ROD
 LU1883_STAMPING: H 1404 1988
 LU1883_MARK LOGO: NGS   
 LU1883_PROJECTION: PROJECTING 3 CENTIMETERS
 LU1883_MAGNETIC: I = MARKER IS A STEEL ROD
 LU1883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1883+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1883_ROD/PIPE-DEPTH: 4.8  meters
 LU1883
 LU1883  HISTORY     - Date     Condition        Report By
 LU1883  HISTORY     - 1988     MONUMENTED       NGS
 LU1883  HISTORY     - 19920729 GOOD             NGS
 LU1883
 LU1883                          STATION DESCRIPTION
 LU1883
 LU1883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1883'2.4 KM (1.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LU1883'OFFICE IN GARBERVILLE, 18.9 M (62.0 FT) EAST OF THE CENTER OF THE
 LU1883'CENTER 1 OF 3 NORTHBOUND LANES OF THE HIGHWAY, 5.6 M (18.4 FT) WEST
 LU1883'OF THE CENTER OF A CONCRETE DRAINAGE DITCH, 4.3 M (14.1 FT) NORTHWEST
 LU1883'OF THE SOUTHEAST END OF PIPE CULVERT NUMBER 9.69, LEVEL WITH THE
 LU1883'HIGHWAY, AND 0.2 M (0.7 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO
 LU1883'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LU1883
 LU1883                          STATION RECOVERY (1992)
 LU1883
 LU1883'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1883'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1883'OFFICE IN GARBERVILLE, THENCE 2.4 KM (1.50 MI) SOUTHERLY ALONG U.S.
 LU1883'HIGHWAY 101, 18.9 M (62.0 FT) EAST OF AND LEVEL WITH THE CENTER OF
 LU1883'THE NORTHBOUND LANES OF THE HIGHWAY, 5.6 M (18.4 FT) WEST OF THE
 LU1883'CENTER OF A DRAINAGE DITCH, 4.3 M (14.1 FT) NORTHWEST OF THE
 LU1883'SOUTHEAST END OF A CULVERT AT MILEPOST 9.69, LEVEL WITH THE HIGHWAY,
 LU1883'AND 0.2 M (0.7 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 LU1883'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1788 ***********************************************************************
 KT1788  DESIGNATION -  H 1436
 KT1788  PID         -  KT1788
 KT1788  STATE/COUNTY-  CA/MENDOCINO
 KT1788  USGS QUAD   -  WESTPORT (1994)
 KT1788
 KT1788                         *CURRENT SURVEY CONTROL
 KT1788  ___________________________________________________________________
 KT1788* NAD 83(1986)-  39 43 03.     (N)    123 48 06.     (W)     SCALED    
 KT1788* NAVD 88     -        72.321  (meters)     237.27   (feet)  ADJUSTED  
 KT1788  ___________________________________________________________________
 KT1788  GEOID HEIGHT-         -30.64  (meters)                     GEOID09
 KT1788  DYNAMIC HT  -          72.285 (meters)     237.16  (feet)  COMP
 KT1788  MODELED GRAV-     980,128.8   (mgal)                       NAVD 88
 KT1788
 KT1788  VERT ORDER  -  FIRST     CLASS II
 KT1788
 KT1788.The horizontal coordinates were scaled from a topographic map and have
 KT1788.an estimated accuracy of +/- 6 seconds.
 KT1788.
 KT1788.The orthometric height was determined by differential leveling and
 KT1788.adjusted in June 1991.
 KT1788
 KT1788.The geoid height was determined by GEOID09.
 KT1788
 KT1788.The dynamic height is computed by dividing the NAVD 88
 KT1788.geopotential number by the normal gravity value computed on the
 KT1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1788.degrees latitude (g = 980.6199 gals.).
 KT1788
 KT1788.The modeled gravity was interpolated from observed gravity values.
 KT1788
 KT1788;                    North         East    Units  Estimated Accuracy
 KT1788;SPC CA 2     -   729,190.    1,845,530.      MT  (+/- 180 meters Scaled)
 KT1788
 KT1788                          SUPERSEDED SURVEY CONTROL
 KT1788
 KT1788  NGVD 29 (12/02/92)   71.419  (m)          234.31   (f) ADJUSTED    1 2
 KT1788
 KT1788.Superseded values are not recommended for survey control.
 KT1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1788.See file dsdata.txt to determine how the superseded data were derived.
 KT1788
 KT1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ312967(NAD 83)
 KT1788
 KT1788_MARKER: DV = VERTICAL CONTROL DISK
 KT1788_SETTING: 66 = SET IN ROCK OUTCROP
 KT1788_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1788_STAMPING: H 1436 1988
 KT1788_MARK LOGO: NGS   
 KT1788_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1788+STABILITY: POSITION/ELEVATION WELL
 KT1788
 KT1788  HISTORY     - Date     Condition        Report By
 KT1788  HISTORY     - 1988     MONUMENTED       NGS
 KT1788
 KT1788                          STATION DESCRIPTION
 KT1788
 KT1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1788'10.3 KM (6.40 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1788'OF ABALONE STREET IN WESTPORT, SET VERTICALLY IN THE SOUTHEAST FACE
 KT1788'OF A 10 BY 12 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 100.0 M
 KT1788'(328.1 FT) NORTH OF PIPE CULVERT NUMBER 84.30, 4.6 M (15.1 FT) WEST
 KT1788'OF THE CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT) ABOVE THE LEVEL
 KT1788'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1763 ***********************************************************************
 KT1763  DESIGNATION -  H 1437
 KT1763  PID         -  KT1763
 KT1763  STATE/COUNTY-  CA/MENDOCINO
 KT1763  USGS QUAD   -  HALES GROVE (1994)
 KT1763
 KT1763                         *CURRENT SURVEY CONTROL
 KT1763  ___________________________________________________________________
 KT1763* NAD 83(1986)-  39 51 38.     (N)    123 45 05.     (W)     SCALED    
 KT1763* NAVD 88     -       569.266  (meters)    1867.67   (feet)  ADJUSTED  
 KT1763  ___________________________________________________________________
 KT1763  GEOID HEIGHT-         -30.18  (meters)                     GEOID09
 KT1763  DYNAMIC HT  -         568.930 (meters)    1866.56  (feet)  COMP
 KT1763  MODELED GRAV-     980,015.7   (mgal)                       NAVD 88
 KT1763
 KT1763  VERT ORDER  -  FIRST     CLASS II
 KT1763
 KT1763.The horizontal coordinates were scaled from a topographic map and have
 KT1763.an estimated accuracy of +/- 6 seconds.
 KT1763.
 KT1763.The orthometric height was determined by differential leveling and
 KT1763.adjusted in June 1991.
 KT1763
 KT1763.The geoid height was determined by GEOID09.
 KT1763
 KT1763.The dynamic height is computed by dividing the NAVD 88
 KT1763.geopotential number by the normal gravity value computed on the
 KT1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1763.degrees latitude (g = 980.6199 gals.).
 KT1763
 KT1763.The modeled gravity was interpolated from observed gravity values.
 KT1763
 KT1763;                    North         East    Units  Estimated Accuracy
 KT1763;SPC CA 2     -   744,990.    1,850,150.      MT  (+/- 180 meters Scaled)
 KT1763
 KT1763                          SUPERSEDED SURVEY CONTROL
 KT1763
 KT1763  NGVD 29 (12/02/92)  568.345  (m)         1864.65   (f) ADJUSTED    1 2
 KT1763
 KT1763.Superseded values are not recommended for survey control.
 KT1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1763.See file dsdata.txt to determine how the superseded data were derived.
 KT1763
 KT1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK357125(NAD 83)
 KT1763
 KT1763_MARKER: I = METAL ROD
 KT1763_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1763_SP_SET: STAINLESS STEEL ROD
 KT1763_STAMPING: H 1437 1988
 KT1763_MARK LOGO: NGS   
 KT1763_PROJECTION: FLUSH
 KT1763_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1763+STABILITY: POSITION/ELEVATION WELL
 KT1763_ROD/PIPE-DEPTH: 11.0 meters
 KT1763
 KT1763  HISTORY     - Date     Condition        Report By
 KT1763  HISTORY     - 1988     MONUMENTED       NGS
 KT1763
 KT1763                          STATION DESCRIPTION
 KT1763
 KT1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1763'7.1 KM (4.40 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 KT1763'U.S. HIGHWAY 101 IN LEGGETT, AT THE SUMMIT OF A LONG GRADE WITH
 KT1763'TURNOUTS ON BOTH SIDES OF THE HIGHWAY, 7.7 M (25.3 FT) SOUTHEAST OF
 KT1763'THE CENTERLINE OF THE HIGHWAY, 1.7 M (5.6 FT) SOUTH OF A HIGHWAY SIGN
 KT1763'(TURNOUT), 1.0 M (3.3 FT) NORTHWEST OF A WITNESS POST, AND 0.3 M (1.0
 KT1763'FT) BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT
 KT1763'IS THROUGH A 5-INCH LOGO CAP.
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
 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
 KT1751 ***********************************************************************
 KT1751  DESIGNATION -  J 1083 RESET
 KT1751  PID         -  KT1751
 KT1751  STATE/COUNTY-  CA/MENDOCINO
 KT1751  USGS QUAD   -  PIERCY (1994)
 KT1751
 KT1751                         *CURRENT SURVEY CONTROL
 KT1751  ___________________________________________________________________
 KT1751* NAD 83(1986)-  39 54 26.     (N)    123 45 11.     (W)     SCALED    
 KT1751* NAVD 88     -       207.538  (meters)     680.90   (feet)  ADJUSTED  
 KT1751  ___________________________________________________________________
 KT1751  GEOID HEIGHT-         -30.16  (meters)                     GEOID09
 KT1751  DYNAMIC HT  -         207.425 (meters)     680.53  (feet)  COMP
 KT1751  MODELED GRAV-     980,075.7   (mgal)                       NAVD 88
 KT1751
 KT1751  VERT ORDER  -  FIRST     CLASS II
 KT1751
 KT1751.The horizontal coordinates were scaled from a topographic map and have
 KT1751.an estimated accuracy of +/- 6 seconds.
 KT1751.
 KT1751.The orthometric height was determined by differential leveling and
 KT1751.adjusted in June 1991.
 KT1751
 KT1751.The geoid height was determined by GEOID09.
 KT1751
 KT1751.The dynamic height is computed by dividing the NAVD 88
 KT1751.geopotential number by the normal gravity value computed on the
 KT1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1751.degrees latitude (g = 980.6199 gals.).
 KT1751
 KT1751.The modeled gravity was interpolated from observed gravity values.
 KT1751
 KT1751;                    North         East    Units  Estimated Accuracy
 KT1751;SPC CA 2     -   750,170.    1,850,100.      MT  (+/- 180 meters Scaled)
 KT1751
 KT1751                          SUPERSEDED SURVEY CONTROL
 KT1751
 KT1751  NGVD 29 (12/02/92)  206.623  (m)          677.90   (f) ADJUSTED    1 2
 KT1751
 KT1751.Superseded values are not recommended for survey control.
 KT1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1751.See file dsdata.txt to determine how the superseded data were derived.
 KT1751
 KT1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK356177(NAD 83)
 KT1751
 KT1751_MARKER: DB = BENCH MARK DISK
 KT1751_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KT1751_SP_SET: ABUTMENT RAILING
 KT1751_STAMPING: J 1083 1967 RESET 1980
 KT1751_MARK LOGO: CADH  
 KT1751_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1751
 KT1751  HISTORY     - Date     Condition        Report By
 KT1751  HISTORY     - 1980     MONUMENTED       CADH
 KT1751  HISTORY     - 19880404 GOOD             NGS
 KT1751
 KT1751                          STATION DESCRIPTION
 KT1751
 KT1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1751'8.4 KM (5.20 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 KT1751'OF STATE HIGHWAY 1 IN LEGGETT, IN TOP OF AND 0.2 M (0.7 FT) WEST OF
 KT1751'THE EAST FACE OF THE WEST ABUTMENT OF A HIGHWAY BRIDGE SPANNING
 KT1751'BRIDGES CREEK, 6.0 M (19.7 FT) EAST OF THE WEST END OF THE CONCRETE
 KT1751'RAILING, 5.2 M (17.1 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 KT1751'LEVEL WITH THE HIGHWAY.
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
 LV0254 ***********************************************************************
 LV0254  DESIGNATION -  J 1087 RESET
 LV0254  PID         -  LV0254
 LV0254  STATE/COUNTY-  CA/HUMBOLDT
 LV0254  USGS QUAD   -  FIELDS LANDING (1972)
 LV0254
 LV0254                         *CURRENT SURVEY CONTROL
 LV0254  ___________________________________________________________________
 LV0254* NAD 83(1986)-  40 40 03.     (N)    124 12 06.     (W)     SCALED    
 LV0254* NAVD 88     -        15.304  (meters)      50.21   (feet)  ADJUSTED  
 LV0254  ___________________________________________________________________
 LV0254  GEOID HEIGHT-         -31.00  (meters)                     GEOID09
 LV0254  DYNAMIC HT  -          15.297 (meters)      50.19  (feet)  COMP
 LV0254  MODELED GRAV-     980,177.1   (mgal)                       NAVD 88
 LV0254
 LV0254  VERT ORDER  -  FIRST     CLASS II
 LV0254
 LV0254.The horizontal coordinates were scaled from a topographic map and have
 LV0254.an estimated accuracy of +/- 6 seconds.
 LV0254.
 LV0254.The orthometric height was determined by differential leveling and
 LV0254.adjusted in June 1991.
 LV0254
 LV0254.The geoid height was determined by GEOID09.
 LV0254
 LV0254.The dynamic height is computed by dividing the NAVD 88
 LV0254.geopotential number by the normal gravity value computed on the
 LV0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0254.degrees latitude (g = 980.6199 gals.).
 LV0254
 LV0254.The modeled gravity was interpolated from observed gravity values.
 LV0254
 LV0254;                    North         East    Units  Estimated Accuracy
 LV0254;SPC CA 1     -   650,480.    1,813,870.      MT  (+/- 180 meters Scaled)
 LV0254
 LV0254                          SUPERSEDED SURVEY CONTROL
 LV0254
 LV0254  NGVD 29 (12/02/92)   14.314  (m)           46.96   (f) ADJUSTED    1 2
 LV0254
 LV0254.Superseded values are not recommended for survey control.
 LV0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0254.See file dsdata.txt to determine how the superseded data were derived.
 LV0254
 LV0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL984025(NAD 83)
 LV0254
 LV0254_MARKER: DB = BENCH MARK DISK
 LV0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0254_SP_SET: BRIDGE CURB
 LV0254_STAMPING: J 1087 1967 RESET 1969
 LV0254_MARK LOGO: CADH  
 LV0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0254
 LV0254  HISTORY     - Date     Condition        Report By
 LV0254  HISTORY     - 1969     MONUMENTED       CADH
 LV0254  HISTORY     - 19880222 GOOD             NGS
 LV0254  HISTORY     - 19920727 MARK NOT FOUND   NGS
 LV0254
 LV0254                          STATION DESCRIPTION
 LV0254
 LV0254'DESCRIBED BY CA DIV OF HIGHWAYS 1969
 LV0254'6.2 MI N FROM FORTUNA.
 LV0254'ABOUT 6.25 MILES NORTH ALONG THE (REDWOOD HIGHWAY) U.S. HIGHWAY
 LV0254'101 FROM THE RAILROAD OVERPASS AT FORTUNA, SET IN THE TOP OF THE
 LV0254'SOUTHWEST CURB, AT THE PAVING NOTCH OF HIGHWAY BRIDGE NO. 4-20
 LV0254'OVER SALMON CREEK.
 LV0254
 LV0254                          STATION RECOVERY (1988)
 LV0254
 LV0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0254'RECOVERED IN GOOD CONDITION.
 LV0254
 LV0254                          STATION RECOVERY (1992)
 LV0254
 LV0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0254'THE BRIDGE CURB HAS BEEN REPLACED.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0651 ***********************************************************************
 LV0651  DESIGNATION -  J 1401
 LV0651  PID         -  LV0651
 LV0651  STATE/COUNTY-  CA/HUMBOLDT
 LV0651  USGS QUAD   -  FIELDS LANDING (1972)
 LV0651
 LV0651                         *CURRENT SURVEY CONTROL
 LV0651  ___________________________________________________________________
 LV0651* NAD 83(1986)-  40 44 33.     (N)    124 12 11.     (W)     SCALED    
 LV0651* NAVD 88     -         2.963  (meters)       9.72   (feet)  ADJUSTED  
 LV0651  ___________________________________________________________________
 LV0651  GEOID HEIGHT-         -30.87  (meters)                     GEOID09
 LV0651  DYNAMIC HT  -           2.962 (meters)       9.72  (feet)  COMP
 LV0651  MODELED GRAV-     980,191.6   (mgal)                       NAVD 88
 LV0651
 LV0651  VERT ORDER  -  FIRST     CLASS II
 LV0651
 LV0651.The horizontal coordinates were scaled from a topographic map and have
 LV0651.an estimated accuracy of +/- 6 seconds.
 LV0651.
 LV0651.The orthometric height was determined by differential leveling and
 LV0651.adjusted in June 1991.
 LV0651
 LV0651.The geoid height was determined by GEOID09.
 LV0651
 LV0651.The dynamic height is computed by dividing the NAVD 88
 LV0651.geopotential number by the normal gravity value computed on the
 LV0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0651.degrees latitude (g = 980.6199 gals.).
 LV0651
 LV0651.The modeled gravity was interpolated from observed gravity values.
 LV0651
 LV0651;                    North         East    Units  Estimated Accuracy
 LV0651;SPC CA 1     -   658,810.    1,813,970.      MT  (+/- 180 meters Scaled)
 LV0651
 LV0651                          SUPERSEDED SURVEY CONTROL
 LV0651
 LV0651  NGVD 29 (12/02/92)    1.964  (m)            6.44   (f) ADJUSTED    1 2
 LV0651
 LV0651.Superseded values are not recommended for survey control.
 LV0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0651.See file dsdata.txt to determine how the superseded data were derived.
 LV0651
 LV0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL984108(NAD 83)
 LV0651
 LV0651_MARKER: I = METAL ROD
 LV0651_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0651_SP_SET: STAINLESS STEEL ROD
 LV0651_STAMPING: J 1401 1988
 LV0651_MARK LOGO: NGS   
 LV0651_PROJECTION: FLUSH
 LV0651_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0651+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 LV0651_ROD/PIPE-DEPTH: 5.4  meters
 LV0651
 LV0651  HISTORY     - Date     Condition        Report By
 LV0651  HISTORY     - 1988     MONUMENTED       NGS
 LV0651  HISTORY     - 19920727 GOOD             NGS
 LV0651
 LV0651                          STATION DESCRIPTION
 LV0651
 LV0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0651'8.3 KM (5.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LV0651'OFFICE IN EUREKA, 22.2 M (72.8 FT) NORTHWEST OF THE CENTERLINE OF THE
 LV0651'SOUTHBOUND LANES OF THE HIGHWAY, 12.2 M (40.0 FT) SOUTHWEST OF THE
 LV0651'MOST SOUTHWESTERLY 1 OF 2 BRACE POSTS IN A FENCE LINE, 1.0 M (3.3 FT)
 LV0651'BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTHEAST OF A
 LV0651'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LV0651'5-INCH LOGO CAP.
 LV0651
 LV0651                          STATION RECOVERY (1992)
 LV0651
 LV0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0651'0.1 KM (0.05 MI) NORTHWESTERLY ALONG H STREET FROM THE POST OFFICE AND
 LV0651'COURTHOUSE IN EUREKA, THENCE 8.3 KM (5.15 MI) SOUTHERLY ALONG U.S.
 LV0651'HIGHWAY 101 (4TH STREET), 22.2 M (72.8 FT) NORTHWEST OF THE
 LV0651'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 12.2 M (40.0 FT)
 LV0651'SOUTHWEST OF THE MOST SOUTHWESTERLY OF 2 BRACED FENCE POSTS, 1.0 M
 LV0651'(3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.5 M (1.6 FT) SOUTHEAST
 LV0651'OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM POINT IS
 LV0651'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1884 ***********************************************************************
 LU1884  DESIGNATION -  J 1404
 LU1884  PID         -  LU1884
 LU1884  STATE/COUNTY-  CA/HUMBOLDT
 LU1884  USGS QUAD   -  GARBERVILLE (1970)
 LU1884
 LU1884                         *CURRENT SURVEY CONTROL
 LU1884  ___________________________________________________________________
 LU1884* NAD 83(1986)-  40 04 12.     (N)    123 47 24.     (W)     SCALED    
 LU1884* NAVD 88     -       140.936  (meters)     462.39   (feet)  ADJUSTED  
 LU1884  ___________________________________________________________________
 LU1884  GEOID HEIGHT-         -30.43  (meters)                     GEOID09
 LU1884  DYNAMIC HT  -         140.861 (meters)     462.14  (feet)  COMP
 LU1884  MODELED GRAV-     980,089.8   (mgal)                       NAVD 88
 LU1884
 LU1884  VERT ORDER  -  FIRST     CLASS II
 LU1884
 LU1884.The horizontal coordinates were scaled from a topographic map and have
 LU1884.an estimated accuracy of +/- 6 seconds.
 LU1884.
 LU1884.The orthometric height was determined by differential leveling and
 LU1884.adjusted in June 1991.
 LU1884
 LU1884.The geoid height was determined by GEOID09.
 LU1884
 LU1884.The dynamic height is computed by dividing the NAVD 88
 LU1884.geopotential number by the normal gravity value computed on the
 LU1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1884.degrees latitude (g = 980.6199 gals.).
 LU1884
 LU1884.The modeled gravity was interpolated from observed gravity values.
 LU1884
 LU1884;                    North         East    Units  Estimated Accuracy
 LU1884;SPC CA 1     -   583,360.    1,847,310.      MT  (+/- 180 meters Scaled)
 LU1884
 LU1884                          SUPERSEDED SURVEY CONTROL
 LU1884
 LU1884  NGVD 29 (12/02/92)  140.015  (m)          459.37   (f) ADJUSTED    1 2
 LU1884
 LU1884.Superseded values are not recommended for survey control.
 LU1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1884.See file dsdata.txt to determine how the superseded data were derived.
 LU1884
 LU1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK326358(NAD 83)
 LU1884
 LU1884_MARKER: DV = VERTICAL CONTROL DISK
 LU1884_SETTING: 66 = SET IN ROCK OUTCROP
 LU1884_SP_SET: BEDROCK
 LU1884_STAMPING: J 1404 1988
 LU1884_MARK LOGO: NGS   
 LU1884_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1884_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1884+STABILITY: POSITION/ELEVATION WELL
 LU1884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1884+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1884
 LU1884  HISTORY     - Date     Condition        Report By
 LU1884  HISTORY     - 1988     MONUMENTED       NGS
 LU1884  HISTORY     - 19920729 GOOD             NGS
 LU1884
 LU1884                          STATION DESCRIPTION
 LU1884
 LU1884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1884'3.4 KM (2.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LU1884'OFFICE IN GARBERVILLE, IN THE SOUTH END OF A 30 BY 40 FOOT EXPOSED
 LU1884'AREA OF BEDROCK IN A HIGHWAY CUT, 8.8 M (28.9 FT) WEST OF THE
 LU1884'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.6 M (2.0 FT)
 LU1884'ABOVE THE LEVEL OF THE HIGHWAY.
 LU1884
 LU1884                          STATION RECOVERY (1992)
 LU1884
 LU1884'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1884'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1884'OFFICE IN GARBERVILLE, THENCE 3.4 KM (2.10 MI) SOUTHERLY ALONG U.S.
 LU1884'HIGHWAY 101, NEAR THE SOUTH END OF A 30 BY 40-FOOT EXPOSED AREA OF
 LU1884'BEDROCK IN A HIGHWAY CUT, 8.8 M (28.9 FT) WEST OF THE CENTERLINE OF
 LU1884'THE SOUTHBOUND LANES OF THE HIGHWAY, AND 0.6 M (2.0 FT) ABOVE THE
 LU1884'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1787 ***********************************************************************
 KT1787  DESIGNATION -  J 1436
 KT1787  PID         -  KT1787
 KT1787  STATE/COUNTY-  CA/MENDOCINO
 KT1787  USGS QUAD   -  WESTPORT (1994)
 KT1787
 KT1787                         *CURRENT SURVEY CONTROL
 KT1787  ___________________________________________________________________
 KT1787* NAD 83(1986)-  39 43 28.     (N)    123 48 09.     (W)     SCALED    
 KT1787* NAVD 88     -       127.198  (meters)     417.32   (feet)  ADJUSTED  
 KT1787  ___________________________________________________________________
 KT1787  GEOID HEIGHT-         -30.62  (meters)                     GEOID09
 KT1787  DYNAMIC HT  -         127.135 (meters)     417.11  (feet)  COMP
 KT1787  MODELED GRAV-     980,125.9   (mgal)                       NAVD 88
 KT1787
 KT1787  VERT ORDER  -  FIRST     CLASS II
 KT1787
 KT1787.The horizontal coordinates were scaled from a topographic map and have
 KT1787.an estimated accuracy of +/- 6 seconds.
 KT1787.
 KT1787.The orthometric height was determined by differential leveling and
 KT1787.adjusted in June 1991.
 KT1787
 KT1787.The geoid height was determined by GEOID09.
 KT1787
 KT1787.The dynamic height is computed by dividing the NAVD 88
 KT1787.geopotential number by the normal gravity value computed on the
 KT1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1787.degrees latitude (g = 980.6199 gals.).
 KT1787
 KT1787.The modeled gravity was interpolated from observed gravity values.
 KT1787
 KT1787;                    North         East    Units  Estimated Accuracy
 KT1787;SPC CA 2     -   729,960.    1,845,470.      MT  (+/- 180 meters Scaled)
 KT1787
 KT1787                          SUPERSEDED SURVEY CONTROL
 KT1787
 KT1787  NGVD 29 (12/02/92)  126.296  (m)          414.36   (f) ADJUSTED    1 2
 KT1787
 KT1787.Superseded values are not recommended for survey control.
 KT1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1787.See file dsdata.txt to determine how the superseded data were derived.
 KT1787
 KT1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ312974(NAD 83)
 KT1787
 KT1787_MARKER: DV = VERTICAL CONTROL DISK
 KT1787_SETTING: 66 = SET IN ROCK OUTCROP
 KT1787_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1787_STAMPING: J 1436 1988
 KT1787_MARK LOGO: NGS   
 KT1787_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1787+STABILITY: POSITION/ELEVATION WELL
 KT1787
 KT1787  HISTORY     - Date     Condition        Report By
 KT1787  HISTORY     - 1988     MONUMENTED       NGS
 KT1787
 KT1787                          STATION DESCRIPTION
 KT1787
 KT1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1787'11.0 KM (6.85 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1787'OF ABALONE STREET IN WESTPORT, IN A 3 BY 8 FOOT EXPOSED AREA OF
 KT1787'SLOPPING BEDROCK IN A HIGHWAY CUT, 27.1 M (88.9 FT) SOUTH OF THE
 KT1787'NORTHEAST END OF PIPE CULVERT NUMBER 84.83, 4.9 M (16.1 FT) EAST OF
 KT1787'THE CENTERLINE OF THE HIGHWAY, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF
 KT1787'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1764 ***********************************************************************
 KT1764  DESIGNATION -  J 1437
 KT1764  PID         -  KT1764
 KT1764  STATE/COUNTY-  CA/MENDOCINO
 KT1764  USGS QUAD   -  HALES GROVE (1994)
 KT1764
 KT1764                         *CURRENT SURVEY CONTROL
 KT1764  ___________________________________________________________________
 KT1764* NAD 83(1986)-  39 51 18.     (N)    123 45 43.     (W)     SCALED    
 KT1764* NAVD 88     -       573.523  (meters)    1881.63   (feet)  ADJUSTED  
 KT1764  ___________________________________________________________________
 KT1764  GEOID HEIGHT-         -30.22  (meters)                     GEOID09
 KT1764  DYNAMIC HT  -         573.192 (meters)    1880.55  (feet)  COMP
 KT1764  MODELED GRAV-     980,029.4   (mgal)                       NAVD 88
 KT1764
 KT1764  VERT ORDER  -  FIRST     CLASS II
 KT1764
 KT1764.The horizontal coordinates were scaled from a topographic map and have
 KT1764.an estimated accuracy of +/- 6 seconds.
 KT1764.
 KT1764.The orthometric height was determined by differential leveling and
 KT1764.adjusted in June 1991.
 KT1764
 KT1764.The geoid height was determined by GEOID09.
 KT1764
 KT1764.The dynamic height is computed by dividing the NAVD 88
 KT1764.geopotential number by the normal gravity value computed on the
 KT1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1764.degrees latitude (g = 980.6199 gals.).
 KT1764
 KT1764.The modeled gravity was interpolated from observed gravity values.
 KT1764
 KT1764;                    North         East    Units  Estimated Accuracy
 KT1764;SPC CA 2     -   744,390.    1,849,230.      MT  (+/- 180 meters Scaled)
 KT1764
 KT1764                          SUPERSEDED SURVEY CONTROL
 KT1764
 KT1764  NGVD 29 (12/02/92)  572.610  (m)         1878.64   (f) ADJUSTED    1 2
 KT1764
 KT1764.Superseded values are not recommended for survey control.
 KT1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1764.See file dsdata.txt to determine how the superseded data were derived.
 KT1764
 KT1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK348119(NAD 83)
 KT1764
 KT1764_MARKER: DV = VERTICAL CONTROL DISK
 KT1764_SETTING: 66 = SET IN ROCK OUTCROP
 KT1764_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1764_STAMPING: J 1437 1988
 KT1764_MARK LOGO: NGS   
 KT1764_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1764+STABILITY: POSITION/ELEVATION WELL
 KT1764
 KT1764  HISTORY     - Date     Condition        Report By
 KT1764  HISTORY     - 1988     MONUMENTED       NGS
 KT1764
 KT1764                          STATION DESCRIPTION
 KT1764
 KT1764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1764'8.5 KM (5.30 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 KT1764'U.S. HIGHWAY 101 IN LEGGETT, 0.2 KM (0.10 MI) SOUTHEAST OF A SHARP
 KT1764'CURVE, 0N A LEDGE AT THE NORTHWEST END OF A 20 BY 25 FOOT EXPOSED
 KT1764'AREA OF BEDROCK IN A HIGHWAY CUT, 3.9 M (12.8 FT) NORTHEAST OF THE
 KT1764'CENTERLINE OF THE HIGHWAY, 0.8 M (2.6 FT) NORTHEAST OF THE EAST EDGE
 KT1764'OF THE HIGHWAY, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0346 ***********************************************************************
 LV0346  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0346  DESIGNATION -  J 735 RESET
 LV0346  PID         -  LV0346
 LV0346  STATE/COUNTY-  CA/HUMBOLDT
 LV0346  USGS QUAD   -  EUREKA (1972)
 LV0346
 LV0346                         *CURRENT SURVEY CONTROL
 LV0346  ___________________________________________________________________
 LV0346* NAD 83(1986)-  40 51 54.     (N)    124 09 00.     (W)     SCALED    
 LV0346* NAVD 88     -         4.542  (meters)      14.90   (feet)  ADJUSTED  
 LV0346  ___________________________________________________________________
 LV0346  GEOID HEIGHT-         -30.52  (meters)                     GEOID09
 LV0346  DYNAMIC HT  -           4.540 (meters)      14.90  (feet)  COMP
 LV0346  MODELED GRAV-     980,209.6   (mgal)                       NAVD 88
 LV0346
 LV0346  VERT ORDER  -  FIRST     CLASS II
 LV0346
 LV0346.The horizontal coordinates were scaled from a topographic map and have
 LV0346.an estimated accuracy of +/- 6 seconds.
 LV0346.
 LV0346.The orthometric height was determined by differential leveling and
 LV0346.adjusted in June 1991.
 LV0346
 LV0346.This Tidal Bench Mark is designated as VM 8747
 LV0346.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0346
 LV0346.The geoid height was determined by GEOID09.
 LV0346
 LV0346.The dynamic height is computed by dividing the NAVD 88
 LV0346.geopotential number by the normal gravity value computed on the
 LV0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0346.degrees latitude (g = 980.6199 gals.).
 LV0346
 LV0346.The modeled gravity was interpolated from observed gravity values.
 LV0346
 LV0346;                    North         East    Units  Estimated Accuracy
 LV0346;SPC CA 1     -   672,300.    1,818,780.      MT  (+/- 180 meters Scaled)
 LV0346
 LV0346                          SUPERSEDED SURVEY CONTROL
 LV0346
 LV0346  NGVD 29 (12/02/92)    3.519  (m)           11.55   (f) ADJUSTED    1 2
 LV0346
 LV0346.Superseded values are not recommended for survey control.
 LV0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0346.See file dsdata.txt to determine how the superseded data were derived.
 LV0346
 LV0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL030244(NAD 83)
 LV0346
 LV0346_MARKER: DB = BENCH MARK DISK
 LV0346_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0346_SP_SET: PIER
 LV0346_STAMPING: J 735 RESET 1970
 LV0346_MARK LOGO: NWPRR 
 LV0346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0346
 LV0346  HISTORY     - Date     Condition        Report By
 LV0346  HISTORY     - 1970     MONUMENTED       LOCENG
 LV0346  HISTORY     - 19880216 GOOD             NGS
 LV0346
 LV0346                          STATION DESCRIPTION
 LV0346
 LV0346'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 LV0346'3.9 MI W FROM ARCATA.
 LV0346'3.9 MILES WEST ALONG THE ARCATA-SAMOA ROAD FROM THE CITY PARK
 LV0346'AT ARCATA, SET FLUSH IN THE TOP OF THE SOUTHWEST CONCRETE
 LV0346'PIER ON THE WEST END OF THE BRIDGE (MAD RIVER SLOUGH BRIDGE).
 LV0346
 LV0346                          STATION RECOVERY (1988)
 LV0346
 LV0346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0346'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  6.0 KM (3.75
 LV0346'MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE JUNCTION OF U.S.
 LV0346'HIGHWAY 101 IN ARCATA.
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
 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
 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
 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
 LV0657 ***********************************************************************
 LV0657  DESIGNATION -  K 1401
 LV0657  PID         -  LV0657
 LV0657  STATE/COUNTY-  CA/HUMBOLDT
 LV0657  USGS QUAD   -  FIELDS LANDING (1972)
 LV0657
 LV0657                         *CURRENT SURVEY CONTROL
 LV0657  ___________________________________________________________________
 LV0657* NAD 83(1986)-  40 41 12.     (N)    124 12 06.     (W)     SCALED    
 LV0657* NAVD 88     -         1.741  (meters)       5.71   (feet)  ADJUSTED  
 LV0657  ___________________________________________________________________
 LV0657  GEOID HEIGHT-         -30.95  (meters)                     GEOID09
 LV0657  DYNAMIC HT  -           1.740 (meters)       5.71  (feet)  COMP
 LV0657  MODELED GRAV-     980,180.3   (mgal)                       NAVD 88
 LV0657
 LV0657  VERT ORDER  -  FIRST     CLASS II
 LV0657
 LV0657.The horizontal coordinates were scaled from a topographic map and have
 LV0657.an estimated accuracy of +/- 6 seconds.
 LV0657.
 LV0657.The orthometric height was determined by differential leveling and
 LV0657.adjusted in June 1991.
 LV0657
 LV0657.The geoid height was determined by GEOID09.
 LV0657
 LV0657.The dynamic height is computed by dividing the NAVD 88
 LV0657.geopotential number by the normal gravity value computed on the
 LV0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0657.degrees latitude (g = 980.6199 gals.).
 LV0657
 LV0657.The modeled gravity was interpolated from observed gravity values.
 LV0657
 LV0657;                    North         East    Units  Estimated Accuracy
 LV0657;SPC CA 1     -   652,610.    1,813,930.      MT  (+/- 180 meters Scaled)
 LV0657
 LV0657                          SUPERSEDED SURVEY CONTROL
 LV0657
 LV0657  NGVD 29 (12/02/92)    0.749  (m)            2.46   (f) ADJUSTED    1 2
 LV0657
 LV0657.Superseded values are not recommended for survey control.
 LV0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0657.See file dsdata.txt to determine how the superseded data were derived.
 LV0657
 LV0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL984046(NAD 83)
 LV0657
 LV0657_MARKER: I = METAL ROD
 LV0657_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0657_SP_SET: STAINLESS STEEL ROD
 LV0657_STAMPING: K 1401 1988
 LV0657_MARK LOGO: NGS   
 LV0657_PROJECTION: FLUSH
 LV0657_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0657+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 LV0657_ROD/PIPE-DEPTH: 18.3 meters
 LV0657
 LV0657  HISTORY     - Date     Condition        Report By
 LV0657  HISTORY     - 1988     MONUMENTED       NGS
 LV0657  HISTORY     - 19920727 GOOD             NGS
 LV0657
 LV0657                          STATION DESCRIPTION
 LV0657
 LV0657'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0657'12.2 KM (7.60 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0657'OVERPASS IN FORTUNA, 25.0 M (82.0 FT) NORTH OF THE NORTH END OF THE
 LV0657'WEST HEADWALL OF A CONCRETE CULVERT, 14.6 M (47.9 FT) WEST OF THE
 LV0657'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 10.6 M (34.8 FT)
 LV0657'EAST OF A UTILITY POLE, 1.8 M (5.9 FT) NORTH OF THE EXTENDED CENTER
 LV0657'OF A GRAVELED DRIVEWAY LEADING WEST TO A FARM HOUSE, 0.6 M (2.0 FT)
 LV0657'BELOW THE SURFACE OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A WOODEN
 LV0657'BARRICADE, AND 0.2 M (0.7 FT) EAST OF A WITNESS POST.  NOTE--ACCESS
 LV0657'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LV0657
 LV0657                          STATION RECOVERY (1992)
 LV0657
 LV0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0657'12.2 KM (7.60 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0657'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0657'25.0 M (82.0 FT) NORTH OF THE NORTH END OF THE WEST HEADWALL OF A
 LV0657'CONCRETE CULVERT, 14.6 M (47.9 FT) WEST OF THE CENTERLINE OF THE
 LV0657'SOUTHBOUND LANES OF THE HIGHWAY, 10.6 M (34.8 FT) EAST OF A UTILITY
 LV0657'POLE, 1.8 M (5.9 FT) NORTH OF THE EXTENDED CENTER OF A GRAVELED
 LV0657'DRIVEWAY LEADING WEST TO A FARM HOUSE, 0.6 M (2.0 FT) BELOW THE LEVEL
 LV0657'OF THE HIGHWAY, 0.3 M (1.0 FT) EAST OF A WOODEN BARRICADE, AND 0.2 M
 LV0657'(0.7 FT) EAST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS
 LV0657'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1746 ***********************************************************************
 KT1746  DESIGNATION -  K 1404
 KT1746  PID         -  KT1746
 KT1746  STATE/COUNTY-  CA/MENDOCINO
 KT1746  USGS QUAD   -  PIERCY (1994)
 KT1746
 KT1746                         *CURRENT SURVEY CONTROL
 KT1746  ___________________________________________________________________
 KT1746* NAD 83(1986)-  39 59 41.     (N)    123 47 25.     (W)     SCALED    
 KT1746* NAVD 88     -       152.455  (meters)     500.18   (feet)  ADJUSTED  
 KT1746  ___________________________________________________________________
 KT1746  GEOID HEIGHT-         -30.35  (meters)                     GEOID09
 KT1746  DYNAMIC HT  -         152.371 (meters)     499.90  (feet)  COMP
 KT1746  MODELED GRAV-     980,076.8   (mgal)                       NAVD 88
 KT1746
 KT1746  VERT ORDER  -  FIRST     CLASS II
 KT1746
 KT1746.The horizontal coordinates were scaled from a topographic map and have
 KT1746.an estimated accuracy of +/- 6 seconds.
 KT1746.
 KT1746.The orthometric height was determined by differential leveling and
 KT1746.adjusted in June 1991.
 KT1746
 KT1746.The geoid height was determined by GEOID09.
 KT1746
 KT1746.The dynamic height is computed by dividing the NAVD 88
 KT1746.geopotential number by the normal gravity value computed on the
 KT1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1746.degrees latitude (g = 980.6199 gals.).
 KT1746
 KT1746.The modeled gravity was interpolated from observed gravity values.
 KT1746
 KT1746;                    North         East    Units  Estimated Accuracy
 KT1746;SPC CA 2     -   759,950.    1,847,110.      MT  (+/- 180 meters Scaled)
 KT1746
 KT1746                          SUPERSEDED SURVEY CONTROL
 KT1746
 KT1746  NGVD 29 (12/02/92)  151.538  (m)          497.17   (f) ADJUSTED    1 2
 KT1746
 KT1746.Superseded values are not recommended for survey control.
 KT1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1746.See file dsdata.txt to determine how the superseded data were derived.
 KT1746
 KT1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK325274(NAD 83)
 KT1746
 KT1746_MARKER: DB = BENCH MARK DISK
 KT1746_SETTING: 66 = SET IN ROCK OUTCROP
 KT1746_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1746_STAMPING: K 1404 1988
 KT1746_MARK LOGO: NGS   
 KT1746_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1746_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1746+STABILITY: POSITION/ELEVATION WELL
 KT1746
 KT1746  HISTORY     - Date     Condition        Report By
 KT1746  HISTORY     - 1988     MONUMENTED       NGS
 KT1746
 KT1746                          STATION DESCRIPTION
 KT1746
 KT1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1746'14.2 KM (8.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 KT1746'OFFICE IN GARBERVILLE, THENCE 1.3 KM (0.80 MI) SOUTHERLY ALONG STATE
 KT1746'HIGHWAY 271, IN THE SOUTHEAST 1/3 OF AN EXPOSED AREA OF BEDROCK IN A
 KT1746'HIGHWAY CUT, 33.0 M (108.3 FT) NORTHWEST OF THE NORTHEAST END OF PIPE
 KT1746'CULVERT NUMBER 24.14, 6.2 M (20.3 FT) NORTHEAST OF THE CENTERLINE OF
 KT1746'THE HIGHWAY, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.5 M
 KT1746'(1.6 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1786 ***********************************************************************
 KT1786  DESIGNATION -  K 1436
 KT1786  PID         -  KT1786
 KT1786  STATE/COUNTY-  CA/MENDOCINO
 KT1786  USGS QUAD   -  WESTPORT (1994)
 KT1786
 KT1786                         *CURRENT SURVEY CONTROL
 KT1786  ___________________________________________________________________
 KT1786* NAD 83(1986)-  39 43 14.     (N)    123 48 17.     (W)     SCALED    
 KT1786* NAVD 88     -       198.022  (meters)     649.68   (feet)  ADJUSTED  
 KT1786  ___________________________________________________________________
 KT1786  GEOID HEIGHT-         -30.64  (meters)                     GEOID09
 KT1786  DYNAMIC HT  -         197.924 (meters)     649.36  (feet)  COMP
 KT1786  MODELED GRAV-     980,130.5   (mgal)                       NAVD 88
 KT1786
 KT1786  VERT ORDER  -  FIRST     CLASS II
 KT1786
 KT1786.The horizontal coordinates were scaled from a topographic map and have
 KT1786.an estimated accuracy of +/- 6 seconds.
 KT1786.
 KT1786.The orthometric height was determined by differential leveling and
 KT1786.adjusted in June 1991.
 KT1786
 KT1786.The geoid height was determined by GEOID09.
 KT1786
 KT1786.The dynamic height is computed by dividing the NAVD 88
 KT1786.geopotential number by the normal gravity value computed on the
 KT1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1786.degrees latitude (g = 980.6199 gals.).
 KT1786
 KT1786.The modeled gravity was interpolated from observed gravity values.
 KT1786
 KT1786;                    North         East    Units  Estimated Accuracy
 KT1786;SPC CA 2     -   729,540.    1,845,280.      MT  (+/- 180 meters Scaled)
 KT1786
 KT1786                          SUPERSEDED SURVEY CONTROL
 KT1786
 KT1786  NGVD 29 (12/02/92)  197.122  (m)          646.72   (f) ADJUSTED    1 2
 KT1786
 KT1786.Superseded values are not recommended for survey control.
 KT1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1786.See file dsdata.txt to determine how the superseded data were derived.
 KT1786
 KT1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ310970(NAD 83)
 KT1786
 KT1786_MARKER: I = METAL ROD
 KT1786_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1786_SP_SET: STAINLESS STEEL ROD
 KT1786_STAMPING: K 1436 1988
 KT1786_MARK LOGO: NGS   
 KT1786_PROJECTION: FLUSH
 KT1786_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1786+STABILITY: POSITION/ELEVATION WELL
 KT1786_ROD/PIPE-DEPTH: 7.8  meters
 KT1786
 KT1786  HISTORY     - Date     Condition        Report By
 KT1786  HISTORY     - 1988     MONUMENTED       NGS
 KT1786
 KT1786                          STATION DESCRIPTION
 KT1786
 KT1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1786'11.9 KM (7.40 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1786'OF ABALONE STREET IN WESTPORT, 0.2 KM (0.10 MI) SOUTHEAST OF THE
 KT1786'INTERSECTION OF A ROAD LEADING WEST, 11.6 M (38.1 FT) SOUTH OF THE
 KT1786'CENTERLINE OF THE HIGHWAY, 5.0 M (16.4 FT) NORTHEAST OF UTILITY POLE
 KT1786'NUMBER 671, 3.7 M (12.1 FT) SOUTHEAST OF THE NORTHWEST END OF A METAL
 KT1786'GUARDRAIL, 1.6 M (5.2 FT) SOUTH OF A GUY WIRE ANCHOR, 0.3 M (1.0 FT)
 KT1786'NORTHWEST OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.
 KT1786'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1765 ***********************************************************************
 KT1765  DESIGNATION -  K 1437
 KT1765  PID         -  KT1765
 KT1765  STATE/COUNTY-  CA/MENDOCINO
 KT1765  USGS QUAD   -  HALES GROVE (1994)
 KT1765
 KT1765                         *CURRENT SURVEY CONTROL
 KT1765  ___________________________________________________________________
 KT1765* NAD 83(1986)-  39 51 01.     (N)    123 46 01.     (W)     SCALED    
 KT1765* NAVD 88     -       523.487  (meters)    1717.47   (feet)  ADJUSTED  
 KT1765  ___________________________________________________________________
 KT1765  GEOID HEIGHT-         -30.24  (meters)                     GEOID09
 KT1765  DYNAMIC HT  -         523.187 (meters)    1716.49  (feet)  COMP
 KT1765  MODELED GRAV-     980,035.8   (mgal)                       NAVD 88
 KT1765
 KT1765  VERT ORDER  -  FIRST     CLASS II
 KT1765
 KT1765.The horizontal coordinates were scaled from a topographic map and have
 KT1765.an estimated accuracy of +/- 6 seconds.
 KT1765.
 KT1765.The orthometric height was determined by differential leveling and
 KT1765.adjusted in June 1991.
 KT1765
 KT1765.The geoid height was determined by GEOID09.
 KT1765
 KT1765.The dynamic height is computed by dividing the NAVD 88
 KT1765.geopotential number by the normal gravity value computed on the
 KT1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1765.degrees latitude (g = 980.6199 gals.).
 KT1765
 KT1765.The modeled gravity was interpolated from observed gravity values.
 KT1765
 KT1765;                    North         East    Units  Estimated Accuracy
 KT1765;SPC CA 2     -   743,870.    1,848,790.      MT  (+/- 180 meters Scaled)
 KT1765
 KT1765                          SUPERSEDED SURVEY CONTROL
 KT1765
 KT1765  NGVD 29 (12/02/92)  522.576  (m)         1714.48   (f) ADJUSTED    1 2
 KT1765
 KT1765.Superseded values are not recommended for survey control.
 KT1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1765.See file dsdata.txt to determine how the superseded data were derived.
 KT1765
 KT1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK343114(NAD 83)
 KT1765
 KT1765_MARKER: DV = VERTICAL CONTROL DISK
 KT1765_SETTING: 66 = SET IN ROCK OUTCROP
 KT1765_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1765_STAMPING: K 1437 1988
 KT1765_MARK LOGO: NGS   
 KT1765_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1765+STABILITY: POSITION/ELEVATION WELL
 KT1765
 KT1765  HISTORY     - Date     Condition        Report By
 KT1765  HISTORY     - 1988     MONUMENTED       NGS
 KT1765
 KT1765                          STATION DESCRIPTION
 KT1765
 KT1765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1765'9.5 KM (5.90 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 KT1765'U.S. HIGHWAY 101 IN LEGGETT, SET VERTICALLY IN THE SOUTHWEST END OF
 KT1765'A 10 BY 45 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 15.4 M
 KT1765'(50.5 FT) NORTHEAST OF THE NORTH END OF PIPE CULVERT NUMBER 99.66,
 KT1765'5.4 M (17.7 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.4 M
 KT1765'(4.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
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
 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
 LV0659 ***********************************************************************
 LV0659  DESIGNATION -  L 1401
 LV0659  PID         -  LV0659
 LV0659  STATE/COUNTY-  CA/HUMBOLDT
 LV0659  USGS QUAD   -  FIELDS LANDING (1972)
 LV0659
 LV0659                         *CURRENT SURVEY CONTROL
 LV0659  ___________________________________________________________________
 LV0659* NAD 83(1986)-  40 37 45.     (N)    124 12 56.     (W)     SCALED    
 LV0659* NAVD 88     -        62.416  (meters)     204.78   (feet)  ADJUSTED  
 LV0659  ___________________________________________________________________
 LV0659  GEOID HEIGHT-         -31.13  (meters)                     GEOID09
 LV0659  DYNAMIC HT  -          62.387 (meters)     204.68  (feet)  COMP
 LV0659  MODELED GRAV-     980,166.9   (mgal)                       NAVD 88
 LV0659
 LV0659  VERT ORDER  -  FIRST     CLASS II
 LV0659
 LV0659.The horizontal coordinates were scaled from a topographic map and have
 LV0659.an estimated accuracy of +/- 6 seconds.
 LV0659.
 LV0659.The orthometric height was determined by differential leveling and
 LV0659.adjusted in December 1992.
 LV0659
 LV0659.The geoid height was determined by GEOID09.
 LV0659
 LV0659.The dynamic height is computed by dividing the NAVD 88
 LV0659.geopotential number by the normal gravity value computed on the
 LV0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0659.degrees latitude (g = 980.6199 gals.).
 LV0659
 LV0659.The modeled gravity was interpolated from observed gravity values.
 LV0659
 LV0659;                    North         East    Units  Estimated Accuracy
 LV0659;SPC CA 1     -   646,260.    1,812,590.      MT  (+/- 180 meters Scaled)
 LV0659
 LV0659                          SUPERSEDED SURVEY CONTROL
 LV0659
 LV0659  NAVD 88 (06/15/91)   62.416  (m)          204.78   (f) UNKNOWN     1 2
 LV0659  NGVD 29 (12/02/92)   61.426  (m)          201.53   (f) ADJUSTED    1 2
 LV0659
 LV0659.Superseded values are not recommended for survey control.
 LV0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0659.See file dsdata.txt to determine how the superseded data were derived.
 LV0659
 LV0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK971983(NAD 83)
 LV0659
 LV0659_MARKER: I = METAL ROD
 LV0659_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0659_SP_SET: STAINLESS STEEL ROD
 LV0659_STAMPING: L 1401 1988
 LV0659_MARK LOGO: NGS   
 LV0659_PROJECTION: FLUSH
 LV0659_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0659+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 LV0659_ROD/PIPE-DEPTH: 4.9  meters
 LV0659
 LV0659  HISTORY     - Date     Condition        Report By
 LV0659  HISTORY     - 1988     MONUMENTED       NGS
 LV0659  HISTORY     - 19920727 GOOD             NGS
 LV0659
 LV0659                          STATION DESCRIPTION
 LV0659
 LV0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0659'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0659'OVERPASS IN FORTUNA, 13.1 M (43.0 FT) EAST-NORTHEAST OF A FENCE
 LV0659'CORNER, 12.5 M (41.0 FT) EAST OF A FENCE, 11.5 M (37.7 FT) WEST OF
 LV0659'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT)
 LV0659'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) EAST OF A WITNESS
 LV0659'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LV0659
 LV0659                          STATION RECOVERY (1992)
 LV0659
 LV0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0659'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0659'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, 30.0
 LV0659'M (98.4 FT) SOUTH OF THE WEST LEG OF A HIGHWAY INFORMATION SIGN
 LV0659'(VICTORIAN FERNDALE NEXT RIGHT), 13.1 M (43.0 FT) EAST-NORTHEAST OF A
 LV0659'FENCE CORNER, 12.5 M (41.0 FT) EAST OF A FENCE, 11.5 M (37.7 FT) WEST
 LV0659'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 4.3 M
 LV0659'(14.1 FT) WEST OF MILEPOST 65.00, 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 LV0659'THE HIGHWAY, AND 0.2 M (0.7 FT) EAST OF A WITNESS POST. NOTE--ACCESS
 LV0659'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1747 ***********************************************************************
 KT1747  DESIGNATION -  L 1404
 KT1747  PID         -  KT1747
 KT1747  STATE/COUNTY-  CA/MENDOCINO
 KT1747  USGS QUAD   -  PIERCY (1994)
 KT1747
 KT1747                         *CURRENT SURVEY CONTROL
 KT1747  ___________________________________________________________________
 KT1747* NAD 83(1986)-  39 58 59.     (N)    123 48 07.     (W)     SCALED    
 KT1747* NAVD 88     -       177.209  (meters)     581.39   (feet)  ADJUSTED  
 KT1747  ___________________________________________________________________
 KT1747  GEOID HEIGHT-         -30.35  (meters)                     GEOID09
 KT1747  DYNAMIC HT  -         177.115 (meters)     581.08  (feet)  COMP
 KT1747  MODELED GRAV-     980,089.0   (mgal)                       NAVD 88
 KT1747
 KT1747  VERT ORDER  -  FIRST     CLASS II
 KT1747
 KT1747.The horizontal coordinates were scaled from a topographic map and have
 KT1747.an estimated accuracy of +/- 6 seconds.
 KT1747.
 KT1747.The orthometric height was determined by differential leveling and
 KT1747.adjusted in June 1991.
 KT1747
 KT1747.The geoid height was determined by GEOID09.
 KT1747
 KT1747.The dynamic height is computed by dividing the NAVD 88
 KT1747.geopotential number by the normal gravity value computed on the
 KT1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1747.degrees latitude (g = 980.6199 gals.).
 KT1747
 KT1747.The modeled gravity was interpolated from observed gravity values.
 KT1747
 KT1747;                    North         East    Units  Estimated Accuracy
 KT1747;SPC CA 2     -   758,670.    1,846,090.      MT  (+/- 180 meters Scaled)
 KT1747
 KT1747                          SUPERSEDED SURVEY CONTROL
 KT1747
 KT1747  NGVD 29 (12/02/92)  176.296  (m)          578.40   (f) ADJUSTED    1 2
 KT1747
 KT1747.Superseded values are not recommended for survey control.
 KT1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1747.See file dsdata.txt to determine how the superseded data were derived.
 KT1747
 KT1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK315261(NAD 83)
 KT1747
 KT1747_MARKER: I = METAL ROD
 KT1747_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1747_SP_SET: STAINLESS STEEL ROD
 KT1747_STAMPING: L 1404 1988
 KT1747_MARK LOGO: NGS   
 KT1747_PROJECTION: FLUSH
 KT1747_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1747_ROD/PIPE-DEPTH: 9.9  meters
 KT1747
 KT1747  HISTORY     - Date     Condition        Report By
 KT1747  HISTORY     - 1988     MONUMENTED       NGS
 KT1747
 KT1747                          STATION DESCRIPTION
 KT1747
 KT1747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1747'14.2 KM (8.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 KT1747'OFFICE IN GARBERVILLE, THENCE 3.1 KM (1.95 MI) SOUTHERLY ALONG STATE
 KT1747'HIGHWAY 271, 26.1 M (85.6 FT) NORTHWEST OF THE CENTERLINE OF THE
 KT1747'HIGHWAY, 20.5 M (67.3 FT) NORTHWEST OF MILE POST 21.00, 5.4 M (17.7
 KT1747'FT) SOUTHWEST OF THE CENTER OF A METAL GATE, 1.8 M (5.9 FT) BELOW THE
 KT1747'LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS POST
 KT1747'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 KT1747'CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1784 ***********************************************************************
 KT1784  DESIGNATION -  L 1436
 KT1784  PID         -  KT1784
 KT1784  STATE/COUNTY-  CA/MENDOCINO
 KT1784  USGS QUAD   -  WESTPORT (1994)
 KT1784
 KT1784                         *CURRENT SURVEY CONTROL
 KT1784  ___________________________________________________________________
 KT1784* NAD 83(1986)-  39 43 33.     (N)    123 48 48.     (W)     SCALED    
 KT1784* NAVD 88     -       179.092  (meters)     587.57   (feet)  ADJUSTED  
 KT1784  ___________________________________________________________________
 KT1784  GEOID HEIGHT-         -30.67  (meters)                     GEOID09
 KT1784  DYNAMIC HT  -         179.005 (meters)     587.29  (feet)  COMP
 KT1784  MODELED GRAV-     980,136.2   (mgal)                       NAVD 88
 KT1784
 KT1784  VERT ORDER  -  FIRST     CLASS II
 KT1784
 KT1784.The horizontal coordinates were scaled from a topographic map and have
 KT1784.an estimated accuracy of +/- 6 seconds.
 KT1784.
 KT1784.The orthometric height was determined by differential leveling and
 KT1784.adjusted in June 1991.
 KT1784
 KT1784.The geoid height was determined by GEOID09.
 KT1784
 KT1784.The dynamic height is computed by dividing the NAVD 88
 KT1784.geopotential number by the normal gravity value computed on the
 KT1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1784.degrees latitude (g = 980.6199 gals.).
 KT1784
 KT1784.The modeled gravity was interpolated from observed gravity values.
 KT1784
 KT1784;                    North         East    Units  Estimated Accuracy
 KT1784;SPC CA 2     -   730,140.    1,844,550.      MT  (+/- 180 meters Scaled)
 KT1784
 KT1784                          SUPERSEDED SURVEY CONTROL
 KT1784
 KT1784  NGVD 29 (12/02/92)  178.192  (m)          584.62   (f) ADJUSTED    1 2
 KT1784
 KT1784.Superseded values are not recommended for survey control.
 KT1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1784.See file dsdata.txt to determine how the superseded data were derived.
 KT1784
 KT1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ302976(NAD 83)
 KT1784
 KT1784_MARKER: I = METAL ROD
 KT1784_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1784_SP_SET: STAINLESS STEEL ROD
 KT1784_STAMPING: L 1436 1988
 KT1784_MARK LOGO: NGS   
 KT1784_PROJECTION: FLUSH
 KT1784_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1784+STABILITY: POSITION/ELEVATION WELL
 KT1784_ROD/PIPE-DEPTH: 8.1  meters
 KT1784
 KT1784  HISTORY     - Date     Condition        Report By
 KT1784  HISTORY     - 1988     MONUMENTED       NGS
 KT1784
 KT1784                          STATION DESCRIPTION
 KT1784
 KT1784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1784'13.3 KM (8.25 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1784'OF ABALONE STREET IN WESTPORT, 25.2 M (82.7 FT) SOUTH OF THE NORTH
 KT1784'END OF A GUARDRAIL, 9.1 M (29.9 FT) WEST OF THE CENTERLINE OF THE
 KT1784'HIGHWAY, 0.2 M (0.7 FT) EAST OF A WITNESS POST, AND LEVEL WITH THE
 KT1784'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 KT1784'CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1766 ***********************************************************************
 KT1766  DESIGNATION -  L 1437
 KT1766  PID         -  KT1766
 KT1766  STATE/COUNTY-  CA/MENDOCINO
 KT1766  USGS QUAD   -  HALES GROVE (1994)
 KT1766
 KT1766                         *CURRENT SURVEY CONTROL
 KT1766  ___________________________________________________________________
 KT1766* NAD 83(1986)-  39 50 31.     (N)    123 46 20.     (W)     SCALED    
 KT1766* NAVD 88     -       441.937  (meters)    1449.92   (feet)  ADJUSTED  
 KT1766  ___________________________________________________________________
 KT1766  GEOID HEIGHT-         -30.27  (meters)                     GEOID09
 KT1766  DYNAMIC HT  -         441.686 (meters)    1449.10  (feet)  COMP
 KT1766  MODELED GRAV-     980,044.8   (mgal)                       NAVD 88
 KT1766
 KT1766  VERT ORDER  -  FIRST     CLASS II
 KT1766
 KT1766.The horizontal coordinates were scaled from a topographic map and have
 KT1766.an estimated accuracy of +/- 6 seconds.
 KT1766.
 KT1766.The orthometric height was determined by differential leveling and
 KT1766.adjusted in June 1991.
 KT1766
 KT1766.The geoid height was determined by GEOID09.
 KT1766
 KT1766.The dynamic height is computed by dividing the NAVD 88
 KT1766.geopotential number by the normal gravity value computed on the
 KT1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1766.degrees latitude (g = 980.6199 gals.).
 KT1766
 KT1766.The modeled gravity was interpolated from observed gravity values.
 KT1766
 KT1766;                    North         East    Units  Estimated Accuracy
 KT1766;SPC CA 2     -   742,960.    1,848,320.      MT  (+/- 180 meters Scaled)
 KT1766
 KT1766                          SUPERSEDED SURVEY CONTROL
 KT1766
 KT1766  NGVD 29 (12/02/92)  441.027  (m)         1446.94   (f) ADJUSTED    1 2
 KT1766
 KT1766.Superseded values are not recommended for survey control.
 KT1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1766.See file dsdata.txt to determine how the superseded data were derived.
 KT1766
 KT1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK339105(NAD 83)
 KT1766
 KT1766_MARKER: I = METAL ROD
 KT1766_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1766_SP_SET: STAINLESS STEEL ROD
 KT1766_STAMPING: L 1437 1988
 KT1766_MARK LOGO: NGS   
 KT1766_PROJECTION: FLUSH
 KT1766_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1766_ROD/PIPE-DEPTH: 3.7  meters
 KT1766
 KT1766  HISTORY     - Date     Condition        Report By
 KT1766  HISTORY     - 1988     MONUMENTED       NGS
 KT1766
 KT1766                          STATION DESCRIPTION
 KT1766
 KT1766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1766'10.8 KM (6.70 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1766'OF U.S. HIGHWAY 101 IN LEGGETT, 15.0 M (49.2 FT) EAST OF THE
 KT1766'EXTENDED CENTER OF A LOGGING ROAD, 9.6 M (31.5 FT) NORTHEAST OF THE
 KT1766'CENTERLINE OF THE HIGHWAY, 5.7 M (18.7 FT) SOUTHWEST OF THE CENTER OF
 KT1766'A DIRT ROAD, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.2 M
 KT1766'(0.7 FT) NORTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 KT1766'POINT IS THROUGH A 5-INCH LOGO CAP.
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
 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
 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
 LV0660 ***********************************************************************
 LV0660  DESIGNATION -  M 1401
 LV0660  PID         -  LV0660
 LV0660  STATE/COUNTY-  CA/HUMBOLDT
 LV0660  USGS QUAD   -  FORTUNA (1972)
 LV0660
 LV0660                         *CURRENT SURVEY CONTROL
 LV0660  ___________________________________________________________________
 LV0660* NAD 83(1986)-  40 33 47.     (N)    124 08 47.     (W)     SCALED    
 LV0660* NAVD 88     -        15.783  (meters)      51.78   (feet)  ADJUSTED  
 LV0660  ___________________________________________________________________
 LV0660  GEOID HEIGHT-         -30.97  (meters)                     GEOID09
 LV0660  DYNAMIC HT  -          15.775 (meters)      51.76  (feet)  COMP
 LV0660  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 LV0660
 LV0660  VERT ORDER  -  FIRST     CLASS II
 LV0660
 LV0660.The horizontal coordinates were scaled from a topographic map and have
 LV0660.an estimated accuracy of +/- 6 seconds.
 LV0660.
 LV0660.The orthometric height was determined by differential leveling and
 LV0660.adjusted in December 1992.
 LV0660
 LV0660.The geoid height was determined by GEOID09.
 LV0660
 LV0660.The dynamic height is computed by dividing the NAVD 88
 LV0660.geopotential number by the normal gravity value computed on the
 LV0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0660.degrees latitude (g = 980.6199 gals.).
 LV0660
 LV0660.The modeled gravity was interpolated from observed gravity values.
 LV0660
 LV0660;                    North         East    Units  Estimated Accuracy
 LV0660;SPC CA 1     -   638,770.    1,818,260.      MT  (+/- 180 meters Scaled)
 LV0660
 LV0660                          SUPERSEDED SURVEY CONTROL
 LV0660
 LV0660  NAVD 88 (06/15/91)   15.810  (m)           51.87   (f) UNKNOWN     1 2
 LV0660  NGVD 29 (12/02/92)   14.801  (m)           48.56   (f) ADJUSTED    1 2
 LV0660
 LV0660.Superseded values are not recommended for survey control.
 LV0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0660.See file dsdata.txt to determine how the superseded data were derived.
 LV0660
 LV0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK029908(NAD 83)
 LV0660
 LV0660_MARKER: I = METAL ROD
 LV0660_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0660_SP_SET: STAINLESS STEEL ROD
 LV0660_STAMPING: M 1401 1988
 LV0660_MARK LOGO: NGS   
 LV0660_PROJECTION: FLUSH
 LV0660_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0660+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0660_ROD/PIPE-DEPTH: 8.5  meters
 LV0660
 LV0660  HISTORY     - Date     Condition        Report By
 LV0660  HISTORY     - 1988     MONUMENTED       NGS
 LV0660  HISTORY     - 19920728 GOOD             NGS
 LV0660
 LV0660                          STATION DESCRIPTION
 LV0660
 LV0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0660'4.7 KM (2.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0660'OVERPASS IN FORTUNA, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG DRAKE
 LV0660'HILL ROAD, 20.0 M (65.6 FT) EAST OF THE CENTERLINE OF EEL RIVER
 LV0660'DRIVE, 7.5 M (24.6 FT) NORTH OF THE CENTERLINE OF THE ROAD, 2.7 M
 LV0660'(8.9 FT) SOUTH-SOUTHEAST OF THE MOST SOUTHEASTERLY 1 OF 5 POLES
 LV0660'SUPPORTING A BURL COUNTRY SIGN, 0.4 M (1.3 FT) NORTHEAST OF A FENCE
 LV0660'CORNER, 0.1 M (0.3 FT) WEST OF A WITNESS POST AND FENCE, AND LEVEL
 LV0660'WITH THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LV0660'LOGO CAP.
 LV0660
 LV0660                          STATION RECOVERY (1992)
 LV0660
 LV0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0660'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0660'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0660'THENCE 0.1 KM (0.05 MI) EASTERLY ALONG DRAKE HILL ROAD, 20.0 M
 LV0660'(65.6 FT) EAST OF THE CENTERLINE OF EEL RIVER DRIVE, 7.5 M (24.6 FT)
 LV0660'NORTH OF AND LEVEL WITH THE CENTERLINE OF THE ROAD, 2.7 M (8.9 FT)
 LV0660'SOUTH-SOUTHEAST OF THE MOST SOUTHEASTERLY OF 5 SUPPORT POSTS OF A SIGN
 LV0660'(BURL COUNTRY), 0.4 M (1.3 FT) NORTHEAST OF A FENCE CORNER, AND 0.1 M
 LV0660'(0.3 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 LV0660'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1749 ***********************************************************************
 KT1749  DESIGNATION -  M 1404
 KT1749  PID         -  KT1749
 KT1749  STATE/COUNTY-  CA/MENDOCINO
 KT1749  USGS QUAD   -  PIERCY (1994)
 KT1749
 KT1749                         *CURRENT SURVEY CONTROL
 KT1749  ___________________________________________________________________
 KT1749* NAD 83(1986)-  39 55 48.     (N)    123 45 44.     (W)     SCALED    
 KT1749* NAVD 88     -       212.319  (meters)     696.58   (feet)  ADJUSTED  
 KT1749  ___________________________________________________________________
 KT1749  GEOID HEIGHT-         -30.20  (meters)                     GEOID09
 KT1749  DYNAMIC HT  -         212.201 (meters)     696.20  (feet)  COMP
 KT1749  MODELED GRAV-     980,065.3   (mgal)                       NAVD 88
 KT1749
 KT1749  VERT ORDER  -  FIRST     CLASS II
 KT1749
 KT1749.The horizontal coordinates were scaled from a topographic map and have
 KT1749.an estimated accuracy of +/- 6 seconds.
 KT1749.
 KT1749.The orthometric height was determined by differential leveling and
 KT1749.adjusted in June 1991.
 KT1749
 KT1749.The geoid height was determined by GEOID09.
 KT1749
 KT1749.The dynamic height is computed by dividing the NAVD 88
 KT1749.geopotential number by the normal gravity value computed on the
 KT1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1749.degrees latitude (g = 980.6199 gals.).
 KT1749
 KT1749.The modeled gravity was interpolated from observed gravity values.
 KT1749
 KT1749;                    North         East    Units  Estimated Accuracy
 KT1749;SPC CA 2     -   752,720.    1,849,370.      MT  (+/- 180 meters Scaled)
 KT1749
 KT1749                          SUPERSEDED SURVEY CONTROL
 KT1749
 KT1749  NGVD 29 (12/02/92)  211.401  (m)          693.57   (f) ADJUSTED    1 2
 KT1749
 KT1749.Superseded values are not recommended for survey control.
 KT1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1749.See file dsdata.txt to determine how the superseded data were derived.
 KT1749
 KT1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK348202(NAD 83)
 KT1749
 KT1749_MARKER: DV = VERTICAL CONTROL DISK
 KT1749_SETTING: 66 = SET IN ROCK OUTCROP
 KT1749_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1749_STAMPING: M 1404 1988
 KT1749_MARK LOGO: NGS   
 KT1749_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1749+STABILITY: POSITION/ELEVATION WELL
 KT1749
 KT1749  HISTORY     - Date     Condition        Report By
 KT1749  HISTORY     - 1988     MONUMENTED       NGS
 KT1749
 KT1749                          STATION DESCRIPTION
 KT1749
 KT1749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1749'12.7 KM (7.90 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 KT1749'OF STATE HIGHWAY 1 IN LEGGETT, IN THE SOUTHEASTERN 1/3 OF AN EXPOSED
 KT1749'AREA OF BEDROCK IN A HIGHWAY CUT, 41.8 M (137.1 FT) NORTHWEST OF THE
 KT1749'CENTER OF CATCH BASIN NUMBER 97.84, 7.8 M (25.6 FT) NORTHEAST OF THE
 KT1749'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT)
 KT1749'ABOVE THE GROUND SURFACE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 KT1749'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1785 ***********************************************************************
 KT1785  DESIGNATION -  M 1436
 KT1785  PID         -  KT1785
 KT1785  STATE/COUNTY-  CA/MENDOCINO
 KT1785  USGS QUAD   -  WESTPORT (1994)
 KT1785
 KT1785                         *CURRENT SURVEY CONTROL
 KT1785  ___________________________________________________________________
 KT1785* NAD 83(1986)-  39 43 32.     (N)    123 48 34.     (W)     SCALED    
 KT1785* NAVD 88     -       220.175  (meters)     722.36   (feet)  ADJUSTED  
 KT1785  ___________________________________________________________________
 KT1785  GEOID HEIGHT-         -30.65  (meters)                     GEOID09
 KT1785  DYNAMIC HT  -         220.068 (meters)     722.01  (feet)  COMP
 KT1785  MODELED GRAV-     980,133.0   (mgal)                       NAVD 88
 KT1785
 KT1785  VERT ORDER  -  FIRST     CLASS II
 KT1785
 KT1785.The horizontal coordinates were scaled from a topographic map and have
 KT1785.an estimated accuracy of +/- 6 seconds.
 KT1785.
 KT1785.The orthometric height was determined by differential leveling and
 KT1785.adjusted in June 1991.
 KT1785
 KT1785.The geoid height was determined by GEOID09.
 KT1785
 KT1785.The dynamic height is computed by dividing the NAVD 88
 KT1785.geopotential number by the normal gravity value computed on the
 KT1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1785.degrees latitude (g = 980.6199 gals.).
 KT1785
 KT1785.The modeled gravity was interpolated from observed gravity values.
 KT1785
 KT1785;                    North         East    Units  Estimated Accuracy
 KT1785;SPC CA 2     -   730,100.    1,844,880.      MT  (+/- 180 meters Scaled)
 KT1785
 KT1785                          SUPERSEDED SURVEY CONTROL
 KT1785
 KT1785  NGVD 29 (12/02/92)  219.276  (m)          719.41   (f) ADJUSTED    1 2
 KT1785
 KT1785.Superseded values are not recommended for survey control.
 KT1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1785.See file dsdata.txt to determine how the superseded data were derived.
 KT1785
 KT1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ306976(NAD 83)
 KT1785
 KT1785_MARKER: DV = VERTICAL CONTROL DISK
 KT1785_SETTING: 66 = SET IN ROCK OUTCROP
 KT1785_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1785_STAMPING: M 1436 1988
 KT1785_MARK LOGO: NGS   
 KT1785_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1785+STABILITY: POSITION/ELEVATION WELL
 KT1785
 KT1785  HISTORY     - Date     Condition        Report By
 KT1785  HISTORY     - 1988     MONUMENTED       NGS
 KT1785
 KT1785                          STATION DESCRIPTION
 KT1785
 KT1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1785'12.8 KM (7.95 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1785'OF ABALONE STREET IN WESTPORT, SET VERTICALLY IN THE NORTHEAST FACE
 KT1785'OF A 15 BY 30 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.1 KM
 KT1785'(0.05 MI) NORTHWEST OF THE INTERSECTION OF A ROAD LEADING EAST, 5.9 M
 KT1785'(19.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 0.8 M (2.6 FT)
 KT1785'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHWEST OF A
 KT1785'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1767 ***********************************************************************
 KT1767  DESIGNATION -  M 1437
 KT1767  PID         -  KT1767
 KT1767  STATE/COUNTY-  CA/MENDOCINO
 KT1767  USGS QUAD   -  HALES GROVE (1994)
 KT1767
 KT1767                         *CURRENT SURVEY CONTROL
 KT1767  ___________________________________________________________________
 KT1767* NAD 83(1986)-  39 50 03.     (N)    123 46 30.     (W)     SCALED    
 KT1767* NAVD 88     -       414.133  (meters)    1358.70   (feet)  ADJUSTED  
 KT1767  ___________________________________________________________________
 KT1767  GEOID HEIGHT-         -30.29  (meters)                     GEOID09
 KT1767  DYNAMIC HT  -         413.901 (meters)    1357.94  (feet)  COMP
 KT1767  MODELED GRAV-     980,052.0   (mgal)                       NAVD 88
 KT1767
 KT1767  VERT ORDER  -  FIRST     CLASS II
 KT1767
 KT1767.The horizontal coordinates were scaled from a topographic map and have
 KT1767.an estimated accuracy of +/- 6 seconds.
 KT1767.
 KT1767.The orthometric height was determined by differential leveling and
 KT1767.adjusted in June 1991.
 KT1767
 KT1767.The geoid height was determined by GEOID09.
 KT1767
 KT1767.The dynamic height is computed by dividing the NAVD 88
 KT1767.geopotential number by the normal gravity value computed on the
 KT1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1767.degrees latitude (g = 980.6199 gals.).
 KT1767
 KT1767.The modeled gravity was interpolated from observed gravity values.
 KT1767
 KT1767;                    North         East    Units  Estimated Accuracy
 KT1767;SPC CA 2     -   742,100.    1,848,070.      MT  (+/- 180 meters Scaled)
 KT1767
 KT1767                          SUPERSEDED SURVEY CONTROL
 KT1767
 KT1767  NGVD 29 (12/02/92)  413.226  (m)         1355.73   (f) ADJUSTED    1 2
 KT1767
 KT1767.Superseded values are not recommended for survey control.
 KT1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1767.See file dsdata.txt to determine how the superseded data were derived.
 KT1767
 KT1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK336096(NAD 83)
 KT1767
 KT1767_MARKER: I = METAL ROD
 KT1767_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1767_SP_SET: STAINLESS STEEL ROD
 KT1767_STAMPING: M 1437 1988
 KT1767_MARK LOGO: NGS   
 KT1767_PROJECTION: FLUSH
 KT1767_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1767_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1767+STABILITY: POSITION/ELEVATION WELL
 KT1767_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KT1767+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2009
 KT1767_ROD/PIPE-DEPTH: 6.1  meters
 KT1767
 KT1767  HISTORY     - Date     Condition        Report By
 KT1767  HISTORY     - 1988     MONUMENTED       NGS
 KT1767  HISTORY     - 20090107 GOOD             GEOCAC
 KT1767
 KT1767                          STATION DESCRIPTION
 KT1767
 KT1767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1767'11.8 KM (7.35 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1767'OF U.S. HIGHWAY 101 IN LEGGETT, AT A HIGHWAY PULLOUT, 13.1 M (43.0
 KT1767'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 0.2 M (0.7 FT) NORTHEAST
 KT1767'OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO THE
 KT1767'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KT1767
 KT1767                          STATION RECOVERY (2009)
 KT1767
 KT1767'RECOVERY NOTE BY GEOCACHING 2009 (HMT)
 KT1767'RECOVERED IN GOOD CONDITION.
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
 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
 LV0258 ***********************************************************************
 LV0258  DESIGNATION -  N 1087 RESET
 LV0258  PID         -  LV0258
 LV0258  STATE/COUNTY-  CA/HUMBOLDT
 LV0258  USGS QUAD   -  FIELDS LANDING (1972)
 LV0258
 LV0258                         *CURRENT SURVEY CONTROL
 LV0258  ___________________________________________________________________
 LV0258* NAD 83(1986)-  40 42 49.     (N)    124 12 46.     (W)     SCALED    
 LV0258* NAVD 88     -         6.657  (meters)      21.84   (feet)  ADJUSTED  
 LV0258  ___________________________________________________________________
 LV0258  GEOID HEIGHT-         -30.95  (meters)                     GEOID09
 LV0258  DYNAMIC HT  -           6.654 (meters)      21.83  (feet)  COMP
 LV0258  MODELED GRAV-     980,171.1   (mgal)                       NAVD 88
 LV0258
 LV0258  VERT ORDER  -  FIRST     CLASS II
 LV0258
 LV0258.The horizontal coordinates were scaled from a topographic map and have
 LV0258.an estimated accuracy of +/- 6 seconds.
 LV0258.
 LV0258.The orthometric height was determined by differential leveling and
 LV0258.adjusted in June 1991.
 LV0258
 LV0258.The geoid height was determined by GEOID09.
 LV0258
 LV0258.The dynamic height is computed by dividing the NAVD 88
 LV0258.geopotential number by the normal gravity value computed on the
 LV0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0258.degrees latitude (g = 980.6199 gals.).
 LV0258
 LV0258.The modeled gravity was interpolated from observed gravity values.
 LV0258
 LV0258;                    North         East    Units  Estimated Accuracy
 LV0258;SPC CA 1     -   655,620.    1,813,060.      MT  (+/- 180 meters Scaled)
 LV0258
 LV0258                          SUPERSEDED SURVEY CONTROL
 LV0258
 LV0258  NGVD 29 (12/02/92)    5.662  (m)           18.58   (f) ADJUSTED    1 2
 LV0258
 LV0258.Superseded values are not recommended for survey control.
 LV0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0258.See file dsdata.txt to determine how the superseded data were derived.
 LV0258
 LV0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL975076(NAD 83)
 LV0258
 LV0258_MARKER: DB = BENCH MARK DISK
 LV0258_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0258_SP_SET: CATCH BASIN
 LV0258_STAMPING: N 1087 1967 RESET 1972
 LV0258_MARK LOGO: CADH  
 LV0258_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0258_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0258+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 LV0258
 LV0258  HISTORY     - Date     Condition        Report By
 LV0258  HISTORY     - 1972     MONUMENTED       CADH
 LV0258  HISTORY     - 19880222 GOOD             NGS
 LV0258  HISTORY     - 19920727 GOOD             NGS
 LV0258
 LV0258                          STATION DESCRIPTION
 LV0258
 LV0258'DESCRIBED BY CA DIV OF HIGHWAYS 1972
 LV0258'7.4 MI S FROM EUREKA.
 LV0258'7.4 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0258'EUREKA, 0.2 MILE NORTH OF THE EXIT OF TOMPKINS ROAD, IN THE TOP
 LV0258'OF THE SOUTHERLY WALL OF A 4 FT X 4 FT CONCRETE DROP INLET AT
 LV0258'MILE POST 71.16, AT THE EASTERLY EDGE OF THE NORTH BOUND LANES,
 LV0258'25 FEET EASTERLY OF THE WHITE STRIPE FOR THE NORTH BOUND LANES,
 LV0258'48 FEET EASTERLY OF THE CENTER LINE OF THE HIGHWAY.
 LV0258
 LV0258                          STATION RECOVERY (1988)
 LV0258
 LV0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0258'RECOVERED IN GOOD CONDITION.
 LV0258
 LV0258                          STATION RECOVERY (1992)
 LV0258
 LV0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0258'0.1 KM (0.05 MI) NORTHWESTERLY ALONG H STREET FROM THE POST OFFICE AND
 LV0258'COURTHOUSE HOUSE IN EUREKA, THENCE 12.0 KM (7.45 MI) SOUTHERLY ALONG
 LV0258'U.S. HIGHWAY 101 (4TH STREET), IN THE SOUTH WALL OF A 4 BY 4-FOOT
 LV0258'CONCRETE CATCH BASIN AT MILEPOST 71.16, 0.8 KM (0.50 MI) NORTH OF THE
 LV0258'INTERSECTION OF TOMPKINS ROAD, AND 7.6 M (24.9 FT) EAST OF AND LEVEL
 LV0258'WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY. NOTE--THE
 LV0258'DISK IS UNDER THE SOUTH END OF A WOOD COVER.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0661 ***********************************************************************
 LV0661  DESIGNATION -  N 1401
 LV0661  PID         -  LV0661
 LV0661  STATE/COUNTY-  CA/HUMBOLDT
 LV0661  USGS QUAD   -  FORTUNA (1972)
 LV0661
 LV0661                         *CURRENT SURVEY CONTROL
 LV0661  ___________________________________________________________________
 LV0661* NAD 83(1986)-  40 33 47.     (N)    124 08 06.     (W)     SCALED    
 LV0661* NAVD 88     -        76.301  (meters)     250.33   (feet)  ADJUSTED  
 LV0661  ___________________________________________________________________
 LV0661  GEOID HEIGHT-         -30.93  (meters)                     GEOID09
 LV0661  DYNAMIC HT  -          76.265 (meters)     250.21  (feet)  COMP
 LV0661  MODELED GRAV-     980,151.4   (mgal)                       NAVD 88
 LV0661
 LV0661  VERT ORDER  -  FIRST     CLASS II
 LV0661
 LV0661.The horizontal coordinates were scaled from a topographic map and have
 LV0661.an estimated accuracy of +/- 6 seconds.
 LV0661.
 LV0661.The orthometric height was determined by differential leveling and
 LV0661.adjusted in December 1992.
 LV0661
 LV0661.The geoid height was determined by GEOID09.
 LV0661
 LV0661.The dynamic height is computed by dividing the NAVD 88
 LV0661.geopotential number by the normal gravity value computed on the
 LV0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0661.degrees latitude (g = 980.6199 gals.).
 LV0661
 LV0661.The modeled gravity was interpolated from observed gravity values.
 LV0661
 LV0661;                    North         East    Units  Estimated Accuracy
 LV0661;SPC CA 1     -   638,750.    1,819,230.      MT  (+/- 180 meters Scaled)
 LV0661
 LV0661                          SUPERSEDED SURVEY CONTROL
 LV0661
 LV0661  NAVD 88 (06/15/91)   76.322  (m)          250.40   (f) UNKNOWN     1 2
 LV0661  NGVD 29 (12/02/92)   75.320  (m)          247.11   (f) ADJUSTED    1 2
 LV0661
 LV0661.Superseded values are not recommended for survey control.
 LV0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0661.See file dsdata.txt to determine how the superseded data were derived.
 LV0661
 LV0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK039908(NAD 83)
 LV0661
 LV0661_MARKER: I = METAL ROD
 LV0661_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0661_SP_SET: STAINLESS STEEL ROD
 LV0661_STAMPING: N 1401 1988
 LV0661_MARK LOGO: NGS   
 LV0661_PROJECTION: FLUSH
 LV0661_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0661+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0661_ROD/PIPE-DEPTH: 5.6  meters
 LV0661
 LV0661  HISTORY     - Date     Condition        Report By
 LV0661  HISTORY     - 1988     MONUMENTED       NGS
 LV0661  HISTORY     - 19920728 GOOD             NGS
 LV0661
 LV0661                          STATION DESCRIPTION
 LV0661
 LV0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0661'4.7 KM (2.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0661'OVERPASS IN FORTUNA, THENCE 1.3 KM (0.80 MI) EASTERLY ALONG DRAKE
 LV0661'HILL ROAD, 8.4 M (27.6 FT) NORTH OF THE CENTERLINE OF THE ROAD, 7.3 M
 LV0661'(24.0 FT) WEST OF THE CENTER OF PENN AVENUE, 1.2 M (3.9 FT) NORTH OF
 LV0661'A FENCE CORNER, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE, AND
 LV0661'ABOUT LEVEL WITH PENN AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS
 LV0661'THROUGH A 5-INCH LOGO CAP.
 LV0661
 LV0661                          STATION RECOVERY (1992)
 LV0661
 LV0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0661'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0661'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0661'THENCE 1.4 KM (0.85 MI) EASTERLY ALONG DRAKE HILL ROAD, 8.4 M
 LV0661'(27.6 FT) NORTH OF THE CENTERLINE OF THE ROAD, 7.3 M (24.0 FT) WEST
 LV0661'OF AND LEVEL WITH THE CENTER OF PENN AVENUE, 1.2 M (3.9 FT) NORTH OF
 LV0661'A FENCE CORNER, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 LV0661'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1750 ***********************************************************************
 KT1750  DESIGNATION -  N 1404
 KT1750  PID         -  KT1750
 KT1750  STATE/COUNTY-  CA/MENDOCINO
 KT1750  USGS QUAD   -  PIERCY (1994)
 KT1750
 KT1750                         *CURRENT SURVEY CONTROL
 KT1750  ___________________________________________________________________
 KT1750* NAD 83(1986)-  39 54 16.     (N)    123 45 32.     (W)     SCALED    
 KT1750* NAVD 88     -       243.807  (meters)     799.89   (feet)  ADJUSTED  
 KT1750  ___________________________________________________________________
 KT1750  GEOID HEIGHT-         -30.18  (meters)                     GEOID09
 KT1750  DYNAMIC HT  -         243.674 (meters)     799.45  (feet)  COMP
 KT1750  MODELED GRAV-     980,075.4   (mgal)                       NAVD 88
 KT1750
 KT1750  VERT ORDER  -  FIRST     CLASS II
 KT1750
 KT1750.The horizontal coordinates were scaled from a topographic map and have
 KT1750.an estimated accuracy of +/- 6 seconds.
 KT1750.
 KT1750.The orthometric height was determined by differential leveling and
 KT1750.adjusted in June 1991.
 KT1750
 KT1750.The geoid height was determined by GEOID09.
 KT1750
 KT1750.The dynamic height is computed by dividing the NAVD 88
 KT1750.geopotential number by the normal gravity value computed on the
 KT1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1750.degrees latitude (g = 980.6199 gals.).
 KT1750
 KT1750.The modeled gravity was interpolated from observed gravity values.
 KT1750
 KT1750;                    North         East    Units  Estimated Accuracy
 KT1750;SPC CA 2     -   749,870.    1,849,600.      MT  (+/- 180 meters Scaled)
 KT1750
 KT1750                          SUPERSEDED SURVEY CONTROL
 KT1750
 KT1750  NGVD 29 (12/02/92)  242.893  (m)          796.89   (f) ADJUSTED    1 2
 KT1750
 KT1750.Superseded values are not recommended for survey control.
 KT1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1750.See file dsdata.txt to determine how the superseded data were derived.
 KT1750
 KT1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK351174(NAD 83)
 KT1750
 KT1750_MARKER: DV = VERTICAL CONTROL DISK
 KT1750_SETTING: 66 = SET IN ROCK OUTCROP
 KT1750_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1750_STAMPING: N 1404 1988
 KT1750_MARK LOGO: NGS   
 KT1750_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1750+STABILITY: POSITION/ELEVATION WELL
 KT1750
 KT1750  HISTORY     - Date     Condition        Report By
 KT1750  HISTORY     - 1988     MONUMENTED       NGS
 KT1750
 KT1750                          STATION DESCRIPTION
 KT1750
 KT1750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1750'9.0 KM (5.60 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 KT1750'OF STATE HIGHWAY 1 IN LEGGETT, IN THE NORTH END OF AN EXPOSED AREA OF
 KT1750'BEDROCK IN A HIGHWAY CUT, 15.8 M (51.8 FT) SOUTH OF THE CENTER OF
 KT1750'CATCH BASIN NUMBER 97.90, 11.2 M (36.7 FT) EAST OF THE CENTERLINE OF
 KT1750'THE HIGHWAY, 0.6 M (2.0 FT) ABOVE THE HIGHWAY, AND 0.4 M (1.3 FT)
 KT1750'WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1783 ***********************************************************************
 KT1783  DESIGNATION -  N 1436
 KT1783  PID         -  KT1783
 KT1783  STATE/COUNTY-  CA/MENDOCINO
 KT1783  USGS QUAD   -  WESTPORT (1994)
 KT1783
 KT1783                         *CURRENT SURVEY CONTROL
 KT1783  ___________________________________________________________________
 KT1783* NAD 83(1986)-  39 43 49.     (N)    123 48 42.     (W)     SCALED    
 KT1783* NAVD 88     -       113.166  (meters)     371.28   (feet)  ADJUSTED  
 KT1783  ___________________________________________________________________
 KT1783  GEOID HEIGHT-         -30.65  (meters)                     GEOID09
 KT1783  DYNAMIC HT  -         113.110 (meters)     371.10  (feet)  COMP
 KT1783  MODELED GRAV-     980,134.0   (mgal)                       NAVD 88
 KT1783
 KT1783  VERT ORDER  -  FIRST     CLASS II
 KT1783
 KT1783.The horizontal coordinates were scaled from a topographic map and have
 KT1783.an estimated accuracy of +/- 6 seconds.
 KT1783.
 KT1783.The orthometric height was determined by differential leveling and
 KT1783.adjusted in June 1991.
 KT1783
 KT1783.The geoid height was determined by GEOID09.
 KT1783
 KT1783.The dynamic height is computed by dividing the NAVD 88
 KT1783.geopotential number by the normal gravity value computed on the
 KT1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1783.degrees latitude (g = 980.6199 gals.).
 KT1783
 KT1783.The modeled gravity was interpolated from observed gravity values.
 KT1783
 KT1783;                    North         East    Units  Estimated Accuracy
 KT1783;SPC CA 2     -   730,630.    1,844,700.      MT  (+/- 180 meters Scaled)
 KT1783
 KT1783                          SUPERSEDED SURVEY CONTROL
 KT1783
 KT1783  NGVD 29 (12/02/92)  112.265  (m)          368.32   (f) ADJUSTED    1 2
 KT1783
 KT1783.Superseded values are not recommended for survey control.
 KT1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1783.See file dsdata.txt to determine how the superseded data were derived.
 KT1783
 KT1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ304981(NAD 83)
 KT1783
 KT1783_MARKER: I = METAL ROD
 KT1783_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1783_SP_SET: STAINLESS STEEL ROD
 KT1783_STAMPING: N 1436 1988
 KT1783_MARK LOGO: NGS   
 KT1783_PROJECTION: FLUSH
 KT1783_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1783+STABILITY: POSITION/ELEVATION WELL
 KT1783_ROD/PIPE-DEPTH: 7.3  meters
 KT1783
 KT1783  HISTORY     - Date     Condition        Report By
 KT1783  HISTORY     - 1988     MONUMENTED       NGS
 KT1783
 KT1783                          STATION DESCRIPTION
 KT1783
 KT1783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1783'14.2 KM (8.80 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1783'OF ABALONE STREET IN WESTPORT, 8.7 M (28.5 FT) SOUTHEAST OF THE
 KT1783'CENTERLINE OF THE HIGHWAY, 2.8 M (9.2 FT) NORTHWEST OF UTILTTY POLE
 KT1783'NUMBER 685, 2.3 M (7.5 FT) SOUTHEAST OF A GUY WIRE ANCHOR, 0.6 M (2.0
 KT1783'FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A
 KT1783'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 KT1783'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1768 ***********************************************************************
 KT1768  DESIGNATION -  N 1437
 KT1768  PID         -  KT1768
 KT1768  STATE/COUNTY-  CA/MENDOCINO
 KT1768  USGS QUAD   -  HALES GROVE (1994)
 KT1768
 KT1768                         *CURRENT SURVEY CONTROL
 KT1768  ___________________________________________________________________
 KT1768* NAD 83(1986)-  39 49 45.     (N)    123 46 39.     (W)     SCALED    
 KT1768* NAVD 88     -       410.296  (meters)    1346.11   (feet)  ADJUSTED  
 KT1768  ___________________________________________________________________
 KT1768  GEOID HEIGHT-         -30.31  (meters)                     GEOID09
 KT1768  DYNAMIC HT  -         410.068 (meters)    1345.36  (feet)  COMP
 KT1768  MODELED GRAV-     980,057.0   (mgal)                       NAVD 88
 KT1768
 KT1768  VERT ORDER  -  FIRST     CLASS II
 KT1768
 KT1768.The horizontal coordinates were scaled from a topographic map and have
 KT1768.an estimated accuracy of +/- 6 seconds.
 KT1768.
 KT1768.The orthometric height was determined by differential leveling and
 KT1768.adjusted in June 1991.
 KT1768
 KT1768.The geoid height was determined by GEOID09.
 KT1768
 KT1768.The dynamic height is computed by dividing the NAVD 88
 KT1768.geopotential number by the normal gravity value computed on the
 KT1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1768.degrees latitude (g = 980.6199 gals.).
 KT1768
 KT1768.The modeled gravity was interpolated from observed gravity values.
 KT1768
 KT1768;                    North         East    Units  Estimated Accuracy
 KT1768;SPC CA 2     -   741,550.    1,847,850.      MT  (+/- 180 meters Scaled)
 KT1768
 KT1768                          SUPERSEDED SURVEY CONTROL
 KT1768
 KT1768  NGVD 29 (12/02/92)  409.391  (m)         1343.14   (f) ADJUSTED    1 2
 KT1768
 KT1768.Superseded values are not recommended for survey control.
 KT1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1768.See file dsdata.txt to determine how the superseded data were derived.
 KT1768
 KT1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK334090(NAD 83)
 KT1768
 KT1768_MARKER: DV = VERTICAL CONTROL DISK
 KT1768_SETTING: 66 = SET IN ROCK OUTCROP
 KT1768_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1768_STAMPING: N 1437 1988
 KT1768_MARK LOGO: NGS   
 KT1768_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1768_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1768+STABILITY: POSITION/ELEVATION WELL
 KT1768
 KT1768  HISTORY     - Date     Condition        Report By
 KT1768  HISTORY     - 1988     MONUMENTED       NGS
 KT1768
 KT1768                          STATION DESCRIPTION
 KT1768
 KT1768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1768'12.5 KM (7.75 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1768'OF U.S. HIGHWAY 101 IN LEGGETT, IN A 3 BY 6 FOOT EXPOSED AREA OF
 KT1768'BEDROCK IN A HIGHWAY CUT, 37.5 M (123.0 FT) SOUTHWEST OF THE
 KT1768'SOUTHEAST END OF PIPE CULVERT NUMBER 97.78, 4.5 M (14.8 FT) SOUTHEAST
 KT1768'OF THE CENTERLINE OF THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL
 KT1768'OF THE HIGHWAY.
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
 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
 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
 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
 LV0664 ***********************************************************************
 LV0664  DESIGNATION -  P 1401
 LV0664  PID         -  LV0664
 LV0664  STATE/COUNTY-  CA/HUMBOLDT
 LV0664  USGS QUAD   -  FORTUNA (1972)
 LV0664
 LV0664                         *CURRENT SURVEY CONTROL
 LV0664  ___________________________________________________________________
 LV0664* NAD 83(1986)-  40 32 11.     (N)    124 08 52.     (W)     SCALED    
 LV0664* NAVD 88     -        23.387  (meters)      76.73   (feet)  ADJUSTED  
 LV0664  ___________________________________________________________________
 LV0664  GEOID HEIGHT-         -30.99  (meters)                     GEOID09
 LV0664  DYNAMIC HT  -          23.375 (meters)      76.69  (feet)  COMP
 LV0664  MODELED GRAV-     980,152.3   (mgal)                       NAVD 88
 LV0664
 LV0664  VERT ORDER  -  FIRST     CLASS II
 LV0664
 LV0664.The horizontal coordinates were scaled from a topographic map and have
 LV0664.an estimated accuracy of +/- 6 seconds.
 LV0664.
 LV0664.The orthometric height was determined by differential leveling and
 LV0664.adjusted in December 1992.
 LV0664
 LV0664.The geoid height was determined by GEOID09.
 LV0664
 LV0664.The dynamic height is computed by dividing the NAVD 88
 LV0664.geopotential number by the normal gravity value computed on the
 LV0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0664.degrees latitude (g = 980.6199 gals.).
 LV0664
 LV0664.The modeled gravity was interpolated from observed gravity values.
 LV0664
 LV0664;                    North         East    Units  Estimated Accuracy
 LV0664;SPC CA 1     -   635,810.    1,818,070.      MT  (+/- 180 meters Scaled)
 LV0664
 LV0664                          SUPERSEDED SURVEY CONTROL
 LV0664
 LV0664  NAVD 88 (06/15/91)   23.423  (m)           76.85   (f) UNKNOWN     1 2
 LV0664  NGVD 29 (12/02/92)   22.407  (m)           73.51   (f) ADJUSTED    1 2
 LV0664
 LV0664.Superseded values are not recommended for survey control.
 LV0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0664.See file dsdata.txt to determine how the superseded data were derived.
 LV0664
 LV0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK027879(NAD 83)
 LV0664
 LV0664_MARKER: DV = VERTICAL CONTROL DISK
 LV0664_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0664_SP_SET: ABUTMENT
 LV0664_STAMPING: P 1401 1988
 LV0664_MARK LOGO: NGS   
 LV0664_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0664+STABILITY: POSITION/ELEVATION WELL
 LV0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0664+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0664
 LV0664  HISTORY     - Date     Condition        Report By
 LV0664  HISTORY     - 1988     MONUMENTED       NGS
 LV0664  HISTORY     - 19920728 GOOD             NGS
 LV0664
 LV0664                          STATION DESCRIPTION
 LV0664
 LV0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0664'7.7 KM (4.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0664'OVERPASS IN FORTUNA, SET VERTICALLY IN THE EAST FACE OF THE SOUTH
 LV0664'ABUTMENT OF THE WEST HIGHWAY BRIDGE SPANNING THE VAN DUZEN RIVER,
 LV0664'12.2 M (40.0 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 LV0664'THE HIGHWAY, 5.0 M (16.4 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND
 LV0664'LANES OF THE HIGHWAY, 1.2 M (3.9 FT) BELOW THE SURFACE OF THE
 LV0664'SOUTHBOUND LANES OF THE HIGHWAY, AND 1.0 M (3.3 FT) ABOVE THE GROUND
 LV0664'SURFACE.
 LV0664
 LV0664                          STATION RECOVERY (1992)
 LV0664
 LV0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0664'7.6 KM (4.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0664'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, SET
 LV0664'VERTICALLY IN THE EAST FACE OF THE SOUTH ABUTMENT OF A SOUTHBOUND
 LV0664'HIGHWAY BRIDGE SPANNING VAN DUZEN RIVER, 12.2 M (40.0 FT) WEST OF THE
 LV0664'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 5.0 M (16.4 FT)
 LV0664'EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 1.2 M
 LV0664'(3.9 FT) BELOW THE LEVEL OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND
 LV0664'0.6 M (2.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1748 ***********************************************************************
 KT1748  DESIGNATION -  P 1404
 KT1748  PID         -  KT1748
 KT1748  STATE/COUNTY-  CA/MENDOCINO
 KT1748  USGS QUAD   -  PIERCY (1994)
 KT1748
 KT1748                         *CURRENT SURVEY CONTROL
 KT1748  ___________________________________________________________________
 KT1748* NAD 83(1986)-  39 56 04.     (N)    123 46 11.     (W)     SCALED    
 KT1748* NAVD 88     -       235.044  (meters)     771.14   (feet)  ADJUSTED  
 KT1748  ___________________________________________________________________
 KT1748  GEOID HEIGHT-         -30.22  (meters)                     GEOID09
 KT1748  DYNAMIC HT  -         234.914 (meters)     770.71  (feet)  COMP
 KT1748  MODELED GRAV-     980,068.2   (mgal)                       NAVD 88
 KT1748
 KT1748  VERT ORDER  -  FIRST     CLASS II
 KT1748
 KT1748.The horizontal coordinates were scaled from a topographic map and have
 KT1748.an estimated accuracy of +/- 6 seconds.
 KT1748.
 KT1748.The orthometric height was determined by differential leveling and
 KT1748.adjusted in June 1991.
 KT1748
 KT1748.The geoid height was determined by GEOID09.
 KT1748
 KT1748.The dynamic height is computed by dividing the NAVD 88
 KT1748.geopotential number by the normal gravity value computed on the
 KT1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1748.degrees latitude (g = 980.6199 gals.).
 KT1748
 KT1748.The modeled gravity was interpolated from observed gravity values.
 KT1748
 KT1748;                    North         East    Units  Estimated Accuracy
 KT1748;SPC CA 2     -   753,220.    1,848,740.      MT  (+/- 180 meters Scaled)
 KT1748
 KT1748                          SUPERSEDED SURVEY CONTROL
 KT1748
 KT1748  NGVD 29 (12/02/92)  234.127  (m)          768.13   (f) ADJUSTED    1 2
 KT1748
 KT1748.Superseded values are not recommended for survey control.
 KT1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1748.See file dsdata.txt to determine how the superseded data were derived.
 KT1748
 KT1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK342207(NAD 83)
 KT1748
 KT1748_MARKER: DB = BENCH MARK DISK
 KT1748_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 KT1748_SP_SET: ABUTMENT
 KT1748_STAMPING: P 1404 1988
 KT1748_MARK LOGO: NGS   
 KT1748_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1748
 KT1748  HISTORY     - Date     Condition        Report By
 KT1748  HISTORY     - 1988     MONUMENTED       NGS
 KT1748
 KT1748                          STATION DESCRIPTION
 KT1748
 KT1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1748'13.6 KM (8.45 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 KT1748'OF STATE HIGHWAY 1 IN LEGGETT, SET VERTICALLY IN THE NORTHEAST FACE
 KT1748'OF THE SOUTHEAST ABUTMENT OF THE OVERPASS OF A GRAVELED ROAD, 6.4 M
 KT1748'(21.0 FT) NORTHWEST OF THE SOUTHEAST END OF A CONCRETE GUARDRAIL, 5.6
 KT1748'M (18.4 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 KT1748'THE HIGHWAY, 0.1 M (0.3 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE
 KT1748'ABUTMENT, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1782 ***********************************************************************
 KT1782  DESIGNATION -  P 1436
 KT1782  PID         -  KT1782
 KT1782  STATE/COUNTY-  CA/MENDOCINO
 KT1782  USGS QUAD   -  WESTPORT (1994)
 KT1782
 KT1782                         *CURRENT SURVEY CONTROL
 KT1782  ___________________________________________________________________
 KT1782* NAD 83(1986)-  39 44 05.     (N)    123 48 42.     (W)     SCALED    
 KT1782* NAVD 88     -        48.656  (meters)     159.63   (feet)  ADJUSTED  
 KT1782  ___________________________________________________________________
 KT1782  GEOID HEIGHT-         -30.64  (meters)                     GEOID09
 KT1782  DYNAMIC HT  -          48.632 (meters)     159.55  (feet)  COMP
 KT1782  MODELED GRAV-     980,133.5   (mgal)                       NAVD 88
 KT1782
 KT1782  VERT ORDER  -  FIRST     CLASS II
 KT1782
 KT1782.The horizontal coordinates were scaled from a topographic map and have
 KT1782.an estimated accuracy of +/- 6 seconds.
 KT1782.
 KT1782.The orthometric height was determined by differential leveling and
 KT1782.adjusted in June 1991.
 KT1782
 KT1782.The geoid height was determined by GEOID09.
 KT1782
 KT1782.The dynamic height is computed by dividing the NAVD 88
 KT1782.geopotential number by the normal gravity value computed on the
 KT1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1782.degrees latitude (g = 980.6199 gals.).
 KT1782
 KT1782.The modeled gravity was interpolated from observed gravity values.
 KT1782
 KT1782;                    North         East    Units  Estimated Accuracy
 KT1782;SPC CA 2     -   731,120.    1,844,710.      MT  (+/- 180 meters Scaled)
 KT1782
 KT1782                          SUPERSEDED SURVEY CONTROL
 KT1782
 KT1782  NGVD 29 (12/02/92)   47.755  (m)          156.68   (f) ADJUSTED    1 2
 KT1782
 KT1782.Superseded values are not recommended for survey control.
 KT1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1782.See file dsdata.txt to determine how the superseded data were derived.
 KT1782
 KT1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ304986(NAD 83)
 KT1782
 KT1782_MARKER: DV = VERTICAL CONTROL DISK
 KT1782_SETTING: 66 = SET IN ROCK OUTCROP
 KT1782_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1782_STAMPING: P 1436 1988
 KT1782_MARK LOGO: NGS   
 KT1782_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1782_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1782+STABILITY: POSITION/ELEVATION WELL
 KT1782
 KT1782  HISTORY     - Date     Condition        Report By
 KT1782  HISTORY     - 1988     MONUMENTED       NGS
 KT1782
 KT1782                          STATION DESCRIPTION
 KT1782
 KT1782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1782'15.1 KM (9.40 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1782'OF ABALONE STREET IN WESTPORT, IN A 3 BY 8 FOOT EXPOSED AREA OF
 KT1782'BEDROCK IN A HIGHWAY CUT, 43.7 M (143.4 FT) SOUTHEAST OF THE SOUTH
 KT1782'END OF PIPE CULVERT NUMBER 87.47, 6.3 M (20.7 FT) SOUTHWEST OF THE
 KT1782'CENTERLINE OF THE HIGHWAY, 0.9 M (3.0 FT) NORTHEAST OF A WITNESS
 KT1782'POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1769 ***********************************************************************
 KT1769  DESIGNATION -  P 1437
 KT1769  PID         -  KT1769
 KT1769  STATE/COUNTY-  CA/MENDOCINO
 KT1769  USGS QUAD   -  HALES GROVE (1994)
 KT1769
 KT1769                         *CURRENT SURVEY CONTROL
 KT1769  ___________________________________________________________________
 KT1769* NAD 83(1986)-  39 49 10.     (N)    123 46 57.     (W)     SCALED    
 KT1769* NAVD 88     -       363.897  (meters)    1193.89   (feet)  ADJUSTED  
 KT1769  ___________________________________________________________________
 KT1769  GEOID HEIGHT-         -30.34  (meters)                     GEOID09
 KT1769  DYNAMIC HT  -         363.696 (meters)    1193.23  (feet)  COMP
 KT1769  MODELED GRAV-     980,065.3   (mgal)                       NAVD 88
 KT1769
 KT1769  VERT ORDER  -  FIRST     CLASS II
 KT1769
 KT1769.The horizontal coordinates were scaled from a topographic map and have
 KT1769.an estimated accuracy of +/- 6 seconds.
 KT1769.
 KT1769.The orthometric height was determined by differential leveling and
 KT1769.adjusted in June 1991.
 KT1769
 KT1769.The geoid height was determined by GEOID09.
 KT1769
 KT1769.The dynamic height is computed by dividing the NAVD 88
 KT1769.geopotential number by the normal gravity value computed on the
 KT1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1769.degrees latitude (g = 980.6199 gals.).
 KT1769
 KT1769.The modeled gravity was interpolated from observed gravity values.
 KT1769
 KT1769;                    North         East    Units  Estimated Accuracy
 KT1769;SPC CA 2     -   740,480.    1,847,400.      MT  (+/- 180 meters Scaled)
 KT1769
 KT1769                          SUPERSEDED SURVEY CONTROL
 KT1769
 KT1769  NGVD 29 (12/02/92)  362.994  (m)         1190.92   (f) ADJUSTED    1 2
 KT1769
 KT1769.Superseded values are not recommended for survey control.
 KT1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1769.See file dsdata.txt to determine how the superseded data were derived.
 KT1769
 KT1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK330080(NAD 83)
 KT1769
 KT1769_MARKER: I = METAL ROD
 KT1769_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1769_SP_SET: STAINLESS STEEL ROD
 KT1769_STAMPING: P 1437 1988
 KT1769_MARK LOGO: NGS   
 KT1769_PROJECTION: FLUSH
 KT1769_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1769_ROD/PIPE-DEPTH: 3.9  meters
 KT1769
 KT1769  HISTORY     - Date     Condition        Report By
 KT1769  HISTORY     - 1988     MONUMENTED       NGS
 KT1769
 KT1769                          STATION DESCRIPTION
 KT1769
 KT1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1769'13.8 KM (8.60 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1769'OF U.S. HIGHWAY 101 IN LEGGETT, 0.4 KM (0.25 MI) NORTH OF THE
 KT1769'INTERSECTION OF A CROSSROAD IN HALES GROVE, 23.5 M (77.1 FT) WEST OF
 KT1769'THE WEST END OF PIPE CULVERT NUMBER 96.91, 11.2 M (36.7 FT) SOUTHWEST
 KT1769'OF THE CENTERLINE OF THE HIGHWAY, 0.2 M (0.7 FT) EAST OF A WITNESS
 KT1769'POST, AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 KT1769'THROUGH A 5-INCH LOGO CAP.
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
 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
 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
 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
 LV0665 ***********************************************************************
 LV0665  DESIGNATION -  Q 1401
 LV0665  PID         -  LV0665
 LV0665  STATE/COUNTY-  CA/HUMBOLDT
 LV0665  USGS QUAD   -  FORTUNA (1972)
 LV0665
 LV0665                         *CURRENT SURVEY CONTROL
 LV0665  ___________________________________________________________________
 LV0665* NAD 83(1986)-  40 31 03.     (N)    124 08 17.     (W)     SCALED    
 LV0665* NAVD 88     -        24.137  (meters)      79.19   (feet)  ADJUSTED  
 LV0665  ___________________________________________________________________
 LV0665  GEOID HEIGHT-         -30.94  (meters)                     GEOID09
 LV0665  DYNAMIC HT  -          24.125 (meters)      79.15  (feet)  COMP
 LV0665  MODELED GRAV-     980,146.4   (mgal)                       NAVD 88
 LV0665
 LV0665  VERT ORDER  -  FIRST     CLASS II
 LV0665
 LV0665.The horizontal coordinates were scaled from a topographic map and have
 LV0665.an estimated accuracy of +/- 6 seconds.
 LV0665.
 LV0665.The orthometric height was determined by differential leveling and
 LV0665.adjusted in December 1992.
 LV0665
 LV0665.The geoid height was determined by GEOID09.
 LV0665
 LV0665.The dynamic height is computed by dividing the NAVD 88
 LV0665.geopotential number by the normal gravity value computed on the
 LV0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0665.degrees latitude (g = 980.6199 gals.).
 LV0665
 LV0665.The modeled gravity was interpolated from observed gravity values.
 LV0665
 LV0665;                    North         East    Units  Estimated Accuracy
 LV0665;SPC CA 1     -   633,700.    1,818,840.      MT  (+/- 180 meters Scaled)
 LV0665
 LV0665                          SUPERSEDED SURVEY CONTROL
 LV0665
 LV0665  NAVD 88 (06/15/91)   24.179  (m)           79.33   (f) UNKNOWN     1 2
 LV0665  NGVD 29 (12/02/92)   23.159  (m)           75.98   (f) ADJUSTED    1 2
 LV0665
 LV0665.Superseded values are not recommended for survey control.
 LV0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0665.See file dsdata.txt to determine how the superseded data were derived.
 LV0665
 LV0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK035858(NAD 83)
 LV0665
 LV0665_MARKER: I = METAL ROD
 LV0665_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0665_SP_SET: STAINLESS STEEL ROD
 LV0665_STAMPING: Q 1401 1988
 LV0665_MARK LOGO: NGS   
 LV0665_PROJECTION: FLUSH
 LV0665_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0665+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0665_ROD/PIPE-DEPTH: 8.5  meters
 LV0665
 LV0665  HISTORY     - Date     Condition        Report By
 LV0665  HISTORY     - 1988     MONUMENTED       NGS
 LV0665  HISTORY     - 19920728 GOOD             NGS
 LV0665
 LV0665                          STATION DESCRIPTION
 LV0665
 LV0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0665'10.3 KM (6.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0665'OVERPASS IN FORTUNA, 16.9 M (55.4 FT) NORTHWEST OF THE CENTER OF A
 LV0665'PAVED ROAD LEADING NORTHEAST TO THE EEL RIVER SAWMILL, 11.8 M (38.7
 LV0665'FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LV0665'HIGHWAY, 4.1 M (13.5 FT) NORTHWEST OF A FENCE CORNER, 0.3 M (1.0 FT)
 LV0665'BELOW THE LEVEL OF THE HIGHWAY, AND 0.1 M (0.3 FT) SOUTHWEST OF A
 LV0665'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LV0665'5-INCH LOGO CAP.
 LV0665
 LV0665                          STATION RECOVERY (1992)
 LV0665
 LV0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0665'10.4 KM (6.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0665'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0665'16.9 M (55.4 FT) NORTHWEST OF THE CENTER OF A PAVED ROAD LEADING
 LV0665'NORTHEAST TO THE EEL RIVER SAWMILL, 11.8 M (38.7 FT) NORTHEAST OF THE
 LV0665'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 4.1 M (13.5 FT)
 LV0665'NORTHWEST OF A FENCE CORNER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 LV0665'HIGHWAY, AND 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS POST AND
 LV0665'CHAIN-LINK FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LV0665'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1752 ***********************************************************************
 KT1752  DESIGNATION -  Q 1404
 KT1752  PID         -  KT1752
 KT1752  STATE/COUNTY-  CA/MENDOCINO
 KT1752  USGS QUAD   -  NOBLE BUTTE (1994)
 KT1752
 KT1752                         *CURRENT SURVEY CONTROL
 KT1752  ___________________________________________________________________
 KT1752* NAD 83(1986)-  39 53 52.     (N)    123 45 02.     (W)     SCALED    
 KT1752* NAVD 88     -       205.879  (meters)     675.45   (feet)  ADJUSTED  
 KT1752  ___________________________________________________________________
 KT1752  GEOID HEIGHT-         -30.15  (meters)                     GEOID09
 KT1752  DYNAMIC HT  -         205.767 (meters)     675.09  (feet)  COMP
 KT1752  MODELED GRAV-     980,081.9   (mgal)                       NAVD 88
 KT1752
 KT1752  VERT ORDER  -  FIRST     CLASS II
 KT1752
 KT1752.The horizontal coordinates were scaled from a topographic map and have
 KT1752.an estimated accuracy of +/- 6 seconds.
 KT1752.
 KT1752.The orthometric height was determined by differential leveling and
 KT1752.adjusted in June 1991.
 KT1752
 KT1752.The geoid height was determined by GEOID09.
 KT1752
 KT1752.The dynamic height is computed by dividing the NAVD 88
 KT1752.geopotential number by the normal gravity value computed on the
 KT1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1752.degrees latitude (g = 980.6199 gals.).
 KT1752
 KT1752.The modeled gravity was interpolated from observed gravity values.
 KT1752
 KT1752;                    North         East    Units  Estimated Accuracy
 KT1752;SPC CA 2     -   749,120.    1,850,300.      MT  (+/- 180 meters Scaled)
 KT1752
 KT1752                          SUPERSEDED SURVEY CONTROL
 KT1752
 KT1752  NGVD 29 (12/02/92)  204.965  (m)          672.46   (f) ADJUSTED    1 2
 KT1752
 KT1752.Superseded values are not recommended for survey control.
 KT1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1752.See file dsdata.txt to determine how the superseded data were derived.
 KT1752
 KT1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK358166(NAD 83)
 KT1752
 KT1752_MARKER: DB = BENCH MARK DISK
 KT1752_SETTING: 66 = SET IN ROCK OUTCROP
 KT1752_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1752_STAMPING: Q 1404 1988
 KT1752_MARK LOGO: NGS   
 KT1752_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1752+STABILITY: POSITION/ELEVATION WELL
 KT1752
 KT1752  HISTORY     - Date     Condition        Report By
 KT1752  HISTORY     - 1988     MONUMENTED       NGS
 KT1752
 KT1752                          STATION DESCRIPTION
 KT1752
 KT1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1752'6.7 KM (4.15 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 KT1752'OF STATE HIGHWAY 1 IN LEGGETT, NEAR THE CENTER OF AN EXPOSED AREA OF
 KT1752'BEDROCK IN A HIGHWAY CUT, AT THE FRANK AND BESS SMITHE REDWOOD GROVE,
 KT1752'49.4 M (162.1 FT) SOUTH OF THE SOUTH END OF THE EAST CONCRETE
 KT1752'GUARDRAIL OF A BRIDGE SPANNING DORA CREEK, 23.5 M (77.1 FT) NORTH OF
 KT1752'UTILITY POLE NUMBER 1135120, 6.3 M (20.7 FT) EAST OF THE CENTERLINE
 KT1752'OF THE HIGHWAY, 0.7 M (2.3 FT) SOUTH OF A WITNESS POST, AND 0.5 M
 KT1752'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1781 ***********************************************************************
 KT1781  DESIGNATION -  Q 1436
 KT1781  PID         -  KT1781
 KT1781  STATE/COUNTY-  CA/MENDOCINO
 KT1781  USGS QUAD   -  WESTPORT (1994)
 KT1781
 KT1781                         *CURRENT SURVEY CONTROL
 KT1781  ___________________________________________________________________
 KT1781* NAD 83(1986)-  39 44 20.     (N)    123 49 00.     (W)     SCALED    
 KT1781* NAVD 88     -         9.091  (meters)      29.83   (feet)  ADJUSTED  
 KT1781  ___________________________________________________________________
 KT1781  GEOID HEIGHT-         -30.66  (meters)                     GEOID09
 KT1781  DYNAMIC HT  -           9.087 (meters)      29.81  (feet)  COMP
 KT1781  MODELED GRAV-     980,137.6   (mgal)                       NAVD 88
 KT1781
 KT1781  VERT ORDER  -  FIRST     CLASS II
 KT1781
 KT1781.The horizontal coordinates were scaled from a topographic map and have
 KT1781.an estimated accuracy of +/- 6 seconds.
 KT1781.
 KT1781.The orthometric height was determined by differential leveling and
 KT1781.adjusted in June 1991.
 KT1781
 KT1781.The geoid height was determined by GEOID09.
 KT1781
 KT1781.The dynamic height is computed by dividing the NAVD 88
 KT1781.geopotential number by the normal gravity value computed on the
 KT1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1781.degrees latitude (g = 980.6199 gals.).
 KT1781
 KT1781.The modeled gravity was interpolated from observed gravity values.
 KT1781
 KT1781;                    North         East    Units  Estimated Accuracy
 KT1781;SPC CA 2     -   731,590.    1,844,290.      MT  (+/- 180 meters Scaled)
 KT1781
 KT1781                          SUPERSEDED SURVEY CONTROL
 KT1781
 KT1781  NGVD 29 (12/02/92)    8.190  (m)           26.87   (f) ADJUSTED    1 2
 KT1781
 KT1781.Superseded values are not recommended for survey control.
 KT1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1781.See file dsdata.txt to determine how the superseded data were derived.
 KT1781
 KT1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ300990(NAD 83)
 KT1781
 KT1781_MARKER: I = METAL ROD
 KT1781_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1781_SP_SET: STAINLESS STEEL ROD
 KT1781_STAMPING: Q 1436 1988
 KT1781_MARK LOGO: NGS   
 KT1781_PROJECTION: FLUSH
 KT1781_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1781+STABILITY: POSITION/ELEVATION WELL
 KT1781_ROD/PIPE-DEPTH: 7.8  meters
 KT1781
 KT1781  HISTORY     - Date     Condition        Report By
 KT1781  HISTORY     - 1988     MONUMENTED       NGS
 KT1781
 KT1781                          STATION DESCRIPTION
 KT1781
 KT1781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1781'15.7 KM (9.75 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1781'OF ABALONE STREET IN WESTPORT, 20.5 M (67.3 FT) EAST OF THE
 KT1781'CENTERLINE OF THE HIGHWAY, 17.1 M (56.1 FT) NORTH OF THE CENTER OF
 KT1781'ROCKPORT STREET, 0.6 M (2.0 FT) SOUTHWEST OF THE NORTH LEG OF A SIGN
 KT1781'(GEORGIA-PACIFIC TREE FARM), AND LEVEL WITH THE HIGHWAY.
 KT1781'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1770 ***********************************************************************
 KT1770  DESIGNATION -  Q 1437
 KT1770  PID         -  KT1770
 KT1770  STATE/COUNTY-  CA/MENDOCINO
 KT1770  USGS QUAD   -  HALES GROVE (1994)
 KT1770
 KT1770                         *CURRENT SURVEY CONTROL
 KT1770  ___________________________________________________________________
 KT1770* NAD 83(1986)-  39 48 37.     (N)    123 47 26.     (W)     SCALED    
 KT1770* NAVD 88     -       359.564  (meters)    1179.67   (feet)  ADJUSTED  
 KT1770  ___________________________________________________________________
 KT1770  GEOID HEIGHT-         -30.39  (meters)                     GEOID09
 KT1770  DYNAMIC HT  -         359.366 (meters)    1179.02  (feet)  COMP
 KT1770  MODELED GRAV-     980,065.1   (mgal)                       NAVD 88
 KT1770
 KT1770  VERT ORDER  -  FIRST     CLASS II
 KT1770
 KT1770.The horizontal coordinates were scaled from a topographic map and have
 KT1770.an estimated accuracy of +/- 6 seconds.
 KT1770.
 KT1770.The orthometric height was determined by differential leveling and
 KT1770.adjusted in June 1991.
 KT1770
 KT1770.The geoid height was determined by GEOID09.
 KT1770
 KT1770.The dynamic height is computed by dividing the NAVD 88
 KT1770.geopotential number by the normal gravity value computed on the
 KT1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1770.degrees latitude (g = 980.6199 gals.).
 KT1770
 KT1770.The modeled gravity was interpolated from observed gravity values.
 KT1770
 KT1770;                    North         East    Units  Estimated Accuracy
 KT1770;SPC CA 2     -   739,470.    1,846,690.      MT  (+/- 180 meters Scaled)
 KT1770
 KT1770                          SUPERSEDED SURVEY CONTROL
 KT1770
 KT1770  NGVD 29 (12/02/92)  358.662  (m)         1176.71   (f) ADJUSTED    1 2
 KT1770
 KT1770.Superseded values are not recommended for survey control.
 KT1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1770.See file dsdata.txt to determine how the superseded data were derived.
 KT1770
 KT1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK323069(NAD 83)
 KT1770
 KT1770_MARKER: I = METAL ROD
 KT1770_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1770_SP_SET: STAINLESS STEEL ROD
 KT1770_STAMPING: Q 1437 1988
 KT1770_MARK LOGO: NGS   
 KT1770_PROJECTION: FLUSH
 KT1770_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1770_ROD/PIPE-DEPTH: 11.0 meters
 KT1770
 KT1770  HISTORY     - Date     Condition        Report By
 KT1770  HISTORY     - 1988     MONUMENTED       NGS
 KT1770
 KT1770                          STATION DESCRIPTION
 KT1770
 KT1770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1770'15.3 KM (9.50 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1770'OF U.S. HIGHWAY 101 IN LEGGETT, 0.1 KM (0.05 MI) SOUTHWEST OF A
 KT1770'BRIDGE SPANNING SOUTH FORK CREEK, 19.6 M (64.3 FT) SOUTHWEST OF THE
 KT1770'CENTER OF A PARKING AREA IN A LARGE GROVE OF REDWOOD TREES, 15.2 M
 KT1770'(49.9 FT) NORTHEAST OF THE SOUTHEAST END OF PIPE CULVERT NUMBER
 KT1770'95.96, 11.8 M (38.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 KT1770'0.2 M (0.7 FT) NORTHWEST OF A WITNESS POST, AND LEVEL WITH THE
 KT1770'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 KT1770'CAP.
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
 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
 LV0667 ***********************************************************************
 LV0667  DESIGNATION -  R 1401
 LV0667  PID         -  LV0667
 LV0667  STATE/COUNTY-  CA/HUMBOLDT
 LV0667  USGS QUAD   -  HYDESVILLE (1979)
 LV0667
 LV0667                         *CURRENT SURVEY CONTROL
 LV0667  ___________________________________________________________________
 LV0667* NAD 83(1986)-  40 30 29.     (N)    124 07 12.     (W)     SCALED    
 LV0667* NAVD 88     -        35.629  (meters)     116.89   (feet)  ADJUSTED  
 LV0667  ___________________________________________________________________
 LV0667  GEOID HEIGHT-         -30.89  (meters)                     GEOID09
 LV0667  DYNAMIC HT  -          35.612 (meters)     116.84  (feet)  COMP
 LV0667  MODELED GRAV-     980,143.6   (mgal)                       NAVD 88
 LV0667
 LV0667  VERT ORDER  -  FIRST     CLASS II
 LV0667
 LV0667.The horizontal coordinates were scaled from a topographic map and have
 LV0667.an estimated accuracy of +/- 6 seconds.
 LV0667.
 LV0667.The orthometric height was determined by differential leveling and
 LV0667.adjusted in December 1992.
 LV0667
 LV0667.The geoid height was determined by GEOID09.
 LV0667
 LV0667.The dynamic height is computed by dividing the NAVD 88
 LV0667.geopotential number by the normal gravity value computed on the
 LV0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0667.degrees latitude (g = 980.6199 gals.).
 LV0667
 LV0667.The modeled gravity was interpolated from observed gravity values.
 LV0667
 LV0667;                    North         East    Units  Estimated Accuracy
 LV0667;SPC CA 1     -   632,610.    1,820,350.      MT  (+/- 180 meters Scaled)
 LV0667
 LV0667                          SUPERSEDED SURVEY CONTROL
 LV0667
 LV0667  NAVD 88 (06/15/91)   35.683  (m)          117.07   (f) UNKNOWN     1 2
 LV0667  NGVD 29 (12/02/92)   34.652  (m)          113.69   (f) ADJUSTED    1 2
 LV0667
 LV0667.Superseded values are not recommended for survey control.
 LV0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0667.See file dsdata.txt to determine how the superseded data were derived.
 LV0667
 LV0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK051847(NAD 83)
 LV0667
 LV0667_MARKER: DV = VERTICAL CONTROL DISK
 LV0667_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0667_SP_SET: ABUTMENT
 LV0667_STAMPING: R 1401 1988
 LV0667_MARK LOGO: NGS   
 LV0667_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0667+STABILITY: POSITION/ELEVATION WELL
 LV0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0667+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0667
 LV0667  HISTORY     - Date     Condition        Report By
 LV0667  HISTORY     - 1988     MONUMENTED       NGS
 LV0667  HISTORY     - 19920728 GOOD             NGS
 LV0667
 LV0667                          STATION DESCRIPTION
 LV0667
 LV0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0667'12.2 KM (7.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0667'OVERPASS IN FORTUNA, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 LV0667'SOUTHEAST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING THE EEL
 LV0667'RIVER, 5.4 M (17.7 FT) SOUTHEAST OF THE NORTH CORNER OF THE ABUTMENT,
 LV0667'4.1 M (13.5 FT) NORTHWEST OF THE SOUTHEAST END OF A CONCRETE
 LV0667'GUARDRAIL, 3.7 M (12.1 FT) NORTHEAST OF THE CENTER OF THE NORTHBOUND
 LV0667'LANE OF THE HIGHWAY, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 LV0667'AND 0.9 M (3.0 FT) ABOVE THE GROUND SURFACE.  NOTE--AFTER
 LV0667'CONSTRUCTION IS COMPLETED THE MARK WILL BE 6.7 M (22.0 FT) NORTHEAST
 LV0667'OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 LV0667
 LV0667                          STATION RECOVERY (1992)
 LV0667
 LV0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0667'12.3 KM (7.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0667'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0667'SET VERTICALLY IN THE NORTHEAST FACE OF THE SOUTHEAST CONCRETE
 LV0667'ABUTMENT OF A HIGHWAY BRIDGE SPANNING EEL RIVER, 5.4 M (17.7 FT)
 LV0667'SOUTHEAST OF THE NORTH CORNER OF THE ABUTMENT, 4.1 M (13.5 FT)
 LV0667'NORTHWEST OF THE SOUTHEAST END OF A GUARDRAIL, 3.7 M (12.1 FT)
 LV0667'NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.9 M
 LV0667'(3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.9 M (3.0 FT) ABOVE THE
 LV0667'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1753 ***********************************************************************
 KT1753  DESIGNATION -  R 1404
 KT1753  PID         -  KT1753
 KT1753  STATE/COUNTY-  CA/MENDOCINO
 KT1753  USGS QUAD   -  NOBLE BUTTE (1994)
 KT1753
 KT1753                         *CURRENT SURVEY CONTROL
 KT1753  ___________________________________________________________________
 KT1753* NAD 83(1986)-  39 53 06.     (N)    123 44 10.     (W)     SCALED    
 KT1753* NAVD 88     -       222.549  (meters)     730.15   (feet)  ADJUSTED  
 KT1753  ___________________________________________________________________
 KT1753  GEOID HEIGHT-         -30.11  (meters)                     GEOID09
 KT1753  DYNAMIC HT  -         222.425 (meters)     729.74  (feet)  COMP
 KT1753  MODELED GRAV-     980,064.3   (mgal)                       NAVD 88
 KT1753
 KT1753  VERT ORDER  -  FIRST     CLASS II
 KT1753
 KT1753.The horizontal coordinates were scaled from a topographic map and have
 KT1753.an estimated accuracy of +/- 6 seconds.
 KT1753.
 KT1753.The orthometric height was determined by differential leveling and
 KT1753.adjusted in June 1991.
 KT1753
 KT1753.The geoid height was determined by GEOID09.
 KT1753
 KT1753.The dynamic height is computed by dividing the NAVD 88
 KT1753.geopotential number by the normal gravity value computed on the
 KT1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1753.degrees latitude (g = 980.6199 gals.).
 KT1753
 KT1753.The modeled gravity was interpolated from observed gravity values.
 KT1753
 KT1753;                    North         East    Units  Estimated Accuracy
 KT1753;SPC CA 2     -   747,680.    1,851,510.      MT  (+/- 180 meters Scaled)
 KT1753
 KT1753                          SUPERSEDED SURVEY CONTROL
 KT1753
 KT1753  NGVD 29 (12/02/92)  221.633  (m)          727.14   (f) ADJUSTED    1 2
 KT1753
 KT1753.Superseded values are not recommended for survey control.
 KT1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1753.See file dsdata.txt to determine how the superseded data were derived.
 KT1753
 KT1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK370152(NAD 83)
 KT1753
 KT1753_MARKER: I = METAL ROD
 KT1753_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1753_SP_SET: STAINLESS STEEL ROD
 KT1753_STAMPING: R 1404 1988
 KT1753_MARK LOGO: NGS   
 KT1753_PROJECTION: FLUSH
 KT1753_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1753_ROD/PIPE-DEPTH: 9.8  meters
 KT1753
 KT1753  HISTORY     - Date     Condition        Report By
 KT1753  HISTORY     - 1988     MONUMENTED       NGS
 KT1753
 KT1753                          STATION DESCRIPTION
 KT1753
 KT1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1753'3.8 KM (2.35 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 KT1753'OF STATE HIGHWAY 1 IN LEGGETT, 14.5 M (47.6 FT) SOUTH OF THE EXTENDED
 KT1753'CENTER OF A DRIVEWAY LEADING TO THE BELL GLEN MOTEL, 10.0 M (32.8 FT)
 KT1753'WEST OF THE CENTERLINE OF THE HIGHWAY, 4.5 M (14.8 FT) NORTH OF
 KT1753'UTILITY POLE NUMBER 1136647, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 KT1753'HIGHWAY, AND 0.2 M (0.7 FT) EAST OF A WITNESS POST AND FENCE.
 KT1753'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1771 ***********************************************************************
 KT1771  DESIGNATION -  R 1437
 KT1771  PID         -  KT1771
 KT1771  STATE/COUNTY-  CA/MENDOCINO
 KT1771  USGS QUAD   -  HALES GROVE (1994)
 KT1771
 KT1771                         *CURRENT SURVEY CONTROL
 KT1771  ___________________________________________________________________
 KT1771* NAD 83(1986)-  39 48 34.     (N)    123 48 14.     (W)     SCALED    
 KT1771* NAVD 88     -       320.454  (meters)    1051.36   (feet)  ADJUSTED  
 KT1771  ___________________________________________________________________
 KT1771  GEOID HEIGHT-         -30.45  (meters)                     GEOID09
 KT1771  DYNAMIC HT  -         320.278 (meters)    1050.78  (feet)  COMP
 KT1771  MODELED GRAV-     980,068.1   (mgal)                       NAVD 88
 KT1771
 KT1771  VERT ORDER  -  FIRST     CLASS II
 KT1771
 KT1771.The horizontal coordinates were scaled from a topographic map and have
 KT1771.an estimated accuracy of +/- 6 seconds.
 KT1771.
 KT1771.The orthometric height was determined by differential leveling and
 KT1771.adjusted in June 1991.
 KT1771
 KT1771.The geoid height was determined by GEOID09.
 KT1771
 KT1771.The dynamic height is computed by dividing the NAVD 88
 KT1771.geopotential number by the normal gravity value computed on the
 KT1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1771.degrees latitude (g = 980.6199 gals.).
 KT1771
 KT1771.The modeled gravity was interpolated from observed gravity values.
 KT1771
 KT1771;                    North         East    Units  Estimated Accuracy
 KT1771;SPC CA 2     -   739,400.    1,845,540.      MT  (+/- 180 meters Scaled)
 KT1771
 KT1771                          SUPERSEDED SURVEY CONTROL
 KT1771
 KT1771  NGVD 29 (12/02/92)  319.551  (m)         1048.39   (f) ADJUSTED    1 2
 KT1771
 KT1771.Superseded values are not recommended for survey control.
 KT1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1771.See file dsdata.txt to determine how the superseded data were derived.
 KT1771
 KT1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK311069(NAD 83)
 KT1771
 KT1771_MARKER: I = METAL ROD
 KT1771_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1771_SP_SET: STAINLESS STEEL ROD
 KT1771_STAMPING: R 1437 1988
 KT1771_MARK LOGO: NGS   
 KT1771_PROJECTION: FLUSH
 KT1771_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1771+STABILITY: POSITION/ELEVATION WELL
 KT1771_ROD/PIPE-DEPTH: 7.8  meters
 KT1771
 KT1771  HISTORY     - Date     Condition        Report By
 KT1771  HISTORY     - 1988     MONUMENTED       NGS
 KT1771
 KT1771                          STATION DESCRIPTION
 KT1771
 KT1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1771'16.7 KM (10.40 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1771'OF U.S. HIGHWAY 101 IN LEGGETT, 0.2 KM (0.10 MI) EAST OF A SHARP
 KT1771'SWITCHBACK CURVE, 8.8 M (28.9 FT) NORTH OF THE CENTERLINE OF THE
 KT1771'HIGHWAY, 5.4 M (17.7 FT) EAST OF THE CENTER OF A LOGGING ROAD LEADING
 KT1771'NORTH, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT)
 KT1771'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 KT1771'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0662 ***********************************************************************
 LV0662  DESIGNATION -  ROHNPORT
 LV0662  PID         -  LV0662
 LV0662  STATE/COUNTY-  CA/HUMBOLDT
 LV0662  USGS QUAD   -  FORTUNA (1972)
 LV0662
 LV0662                         *CURRENT SURVEY CONTROL
 LV0662  ___________________________________________________________________
 LV0662* NAD 83(2007)-  40 33 14.28895(N)    124 07 54.54145(W)     ADJUSTED  
 LV0662* NAVD 88     -       112.753  (meters)     369.92   (feet)  ADJUSTED  
 LV0662  ___________________________________________________________________
 LV0662  EPOCH DATE  -        2007.00
 LV0662  X           -  -2,723,013.854 (meters)                     COMP
 LV0662  Y           -  -4,017,067.759 (meters)                     COMP
 LV0662  Z           -   4,124,968.358 (meters)                     COMP
 LV0662  LAPLACE CORR-           7.24  (seconds)                    DEFLEC09
 LV0662  ELLIP HEIGHT-          81.818 (meters)          (02/10/07) ADJUSTED
 LV0662  GEOID HEIGHT-         -30.93  (meters)                     GEOID09
 LV0662  DYNAMIC HT  -         112.699 (meters)     369.75  (feet)  COMP
 LV0662
 LV0662  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV0662  Type    PID    Designation                      North   East  Ellip
 LV0662  -------------------------------------------------------------------
 LV0662  NETWORK LV0662 ROHNPORT                          1.27   1.27   4.06
 LV0662  -------------------------------------------------------------------
 LV0662  MODELED GRAV-     980,150.1   (mgal)                       NAVD 88
 LV0662
 LV0662  VERT ORDER  -  FIRST     CLASS II
 LV0662
 LV0662.This mark is at Rohnerville Airport (FOT)
 LV0662
 LV0662.The horizontal coordinates were established by GPS observations
 LV0662.and adjusted by the National Geodetic Survey in February 2007.
 LV0662
 LV0662.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV0662.See National Readjustment for more information. 
 LV0662
 LV0662.The horizontal coordinates are valid at the epoch date displayed above
 LV0662.which is a decimal equivalence of Year/Month/Day.
 LV0662
 LV0662.The orthometric height was determined by differential leveling and
 LV0662.adjusted in December 1992.
 LV0662
 LV0662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV0662
 LV0662.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0662
 LV0662.The ellipsoidal height was determined by GPS observations
 LV0662.and is referenced to NAD 83.
 LV0662
 LV0662.The geoid height was determined by GEOID09.
 LV0662
 LV0662.The dynamic height is computed by dividing the NAVD 88
 LV0662.geopotential number by the normal gravity value computed on the
 LV0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0662.degrees latitude (g = 980.6199 gals.).
 LV0662
 LV0662.The modeled gravity was interpolated from observed gravity values.
 LV0662
 LV0662;                    North         East     Units Scale Factor Converg.
 LV0662;SPC CA 1     -   637,732.228 1,819,470.204   MT  0.99990661   -1 23 38.3
 LV0662;SPC CA 1     - 2,092,293.15  5,969,378.49   sFT  0.99990661   -1 23 38.3
 LV0662;UTM  10      - 4,489,860.740   404,172.695   MT  0.99971303   -0 44 09.3
 LV0662
 LV0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0662!SPC CA 1     -   0.99998717  x   0.99990661  =   0.99989378
 LV0662!UTM  10      -   0.99998717  x   0.99971303  =   0.99970020
 LV0662
 LV0662:                Primary Azimuth Mark                     Grid Az
 LV0662:SPC CA 1     -  ROHNPORT AZ MK                           308 56 00.7
 LV0662:UTM  10      -  ROHNPORT AZ MK                           308 16 31.7
 LV0662
 LV0662|---------------------------------------------------------------------|
 LV0662| PID    Reference Object                     Distance      Geod. Az  |
 LV0662|                                                           dddmmss.s |
 LV0662| LV0663 ROHNPORT AZ MK                      APPROX. 0.6 KM 3073222.4 |
 LV0662|---------------------------------------------------------------------|
 LV0662
 LV0662                          SUPERSEDED SURVEY CONTROL
 LV0662
 LV0662  NAD 83(1998)-  40 33 14.28698(N)    124 07 54.54037(W) AD(2004.69) B
 LV0662  ELLIP H (09/28/05)   81.821  (m)                       GP(2004.69) 4 1
 LV0662  NAD 83(1992)-  40 33 14.28181(N)    124 07 54.53192(W) AD(1991.35) 1
 LV0662  ELLIP H (06/13/97)   81.968  (m)                       GP(1991.35) 4 2
 LV0662  NAD 83(1992)-  40 33 14.27561(N)    124 07 54.53737(W) AD(1991.35) 3
 LV0662  NAD 83(1992)-  40 33 14.27574(N)    124 07 54.53723(W) AD(1991.35) 3
 LV0662  ELLIP H (11/17/92)   82.124  (m)                       GP(1991.35) 5 1
 LV0662  NAD 83(1992)-  40 33 14.26751(N)    124 07 54.54575(W) AD(1984.00) 3
 LV0662  NAVD 88 (06/13/97)  112.75   (m)          369.9    (f) LEVELING    3  
 LV0662  NAVD 88 (11/17/92)  112.78   (m)          370.0    (f) LEVELING    3  
 LV0662  NAVD 88 (06/15/91)  112.784  (m)          370.03   (f) UNKNOWN     1 2
 LV0662  NGVD 29 (12/02/92)  111.772  (m)          366.71   (f) ADJUSTED    1 2
 LV0662
 LV0662.Superseded values are not recommended for survey control.
 LV0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0662.See file dsdata.txt to determine how the superseded data were derived.
 LV0662
 LV0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK0417289860(NAD 83)
 LV0662
 LV0662_MARKER: I = METAL ROD
 LV0662_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LV0662_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LV0662_STAMPING: ROHNPORT 1987
 LV0662_MARK LOGO: NGS   
 LV0662_PROJECTION: RECESSED 6 CENTIMETERS
 LV0662_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0662+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2011
 LV0662_ROD/PIPE-DEPTH: 3.5  meters
 LV0662_SLEEVE-DEPTH  : 1.0 meters
 LV0662
 LV0662  HISTORY     - Date     Condition        Report By
 LV0662  HISTORY     - 1987     MONUMENTED       NGS
 LV0662  HISTORY     - 19880224 GOOD             NGS
 LV0662  HISTORY     - 19920708 GOOD             NGS
 LV0662  HISTORY     - 19920728 GOOD             NGS
 LV0662  HISTORY     - 19931021 GOOD             CADT
 LV0662  HISTORY     - 20040901 GOOD             CADT
 LV0662  HISTORY     - 20110718 GOOD             ATKNA
 LV0662
 LV0662                          STATION DESCRIPTION
 LV0662
 LV0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0662'4.7 KM (2.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0662'OVERPASS IN FORTUNA, THENCE 1.8 KM (1.10 MI) EASTERLY ALONG DRAKE
 LV0662'HILL ROAD, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG AIRPORT ROAD,
 LV0662'THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A PAVED ROAD TO THE
 LV0662'ROHNERVILLE AIRPORT TERMINAL, IN THE GRASS MEDIAN BETWEEN THE RUNWAY
 LV0662'AND TAXIWAY AND IN LINE WITH THE HOLDING LINE ON THE TWO RAMPS, 112.9
 LV0662'M (370.4 FT) SOUTH OF THE SOUTHWEST CORNER OF THE TERMINAL BUILDING,
 LV0662'45.7 M (149.9 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 32.9 M
 LV0662'(107.9 FT) SOUTHEAST OF THE CENTER OF THE MOST NORTHWESTERLY 1 OF 2
 LV0662'ENTRANCE RAMPS TO THE RUNWAY, 15.4 M (50.5 FT) SOUTHWEST OF THE
 LV0662'CENTER OF THE TAXIWAY, 8.0 M (26.2 FT) SOUTHEAST OF THE CENTER OF A
 LV0662'CONCRETE ELECTRICAL COVER, AND LEVEL WITH THE TAXIWAY.  NOTE--ACCESS
 LV0662'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LV0662
 LV0662                          STATION RECOVERY (1992)
 LV0662
 LV0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0662'STATION IS LOCATED ABOUT 5 KM (3.1 MI) SOUTH OF FORTUNA, 1.5 KM
 LV0662'(0.9 MI) SOUTH OF ROHNERVILLE, AT THE FORTUNA/ROHNERVILLE AIRPORT, IN
 LV0662'THE MEDIAN BETWEEN THE PARALLEL TAXI AND THE RUNWAY, ON THE SOUTHEAST
 LV0662'SIDE OF THE MAIN CONNECTOR. OWNERSHIP--HUMBOLDT COUNTY, DEPARTMENT OF
 LV0662'PUBLIC WORKS, 1106 SECOND STREET, EUREKA, CA 95501. AIRPORT MANAGER
 LV0662'IS RAY L. BEENINGA, PHONE 707-839-5402 (HIS OFFICE IS AT THE
 LV0662'ARCATA-EUREKA AIRPORT).
 LV0662'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 101 AND DRAKE HILL ROAD AT
 LV0662'THE SOUTH EDGE OF FORTUNA, GO EAST ON DRAKE HILL ROAD FOR 1.75 KM
 LV0662'(1.09 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH, ON AIRPORT ROAD
 LV0662'FOR 0.86 KM (0.53 MI) TO A CROSSROAD.  TURN RIGHT, WEST, ON PAVED
 LV0662'ROAD FOR 0.16 KM (0.10 MI) TO ROAD END AT TAXI AND OFFICE ON THE LEFT
 LV0662'ON HILL.  TURN LEFT, SOUTHEAST, ON TAXI FOR 0.18 KM (0.11 MI) TO A
 LV0662'TAXI CONNECTOR ON THE RIGHT.  TURN RIGHT, CROSSING PARALLEL TAXI, FOR
 LV0662'40 M (131.2 FT) TO THE STATION ON THE LEFT.
 LV0662'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 LV0662'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 LV0662'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 LV0662'IS 45.8 M (150.3 FT) NORTHEAST FROM THE RUNWAY CENTER, 32.9 M
 LV0662'(107.9 FT) SOUTHEAST FROM THE CONNECTOR CENTER, 15.4 M (50.5 FT)
 LV0662'SOUTHWEST FROM THE TAXI CENTER AND 7.7 M (25.3 FT) SOUTH FROM THE
 LV0662'CENTER OF A CONCRETE ELECTRICAL VAULT.
 LV0662
 LV0662                          STATION RECOVERY (1992)
 LV0662
 LV0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0662'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0662'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0662'THENCE 1.8 KM (1.10 MI) EASTERLY ALONG DRAKE HILL ROAD, THENCE 0.9 KM
 LV0662'(0.55 MI) SOUTHERLY ALONG AIRPORT ROAD, THENCE 0.2 KM (0.10 MI)
 LV0662'WESTERLY ALONG A PAVED ROAD LEADING TO THE ROHNERVILLE AIRPORT
 LV0662'TERMINAL, THENCE 0.1 KM (0.05 MI) SOUTHEASTERLY ALONG A PAVED RAMP,
 LV0662'THENCE 0.1 KM (0.05 MI) SOUTHWESTERLY ALONG A PAVED RAMP, IN A MEDIAN
 LV0662'BETWEEN A RUNWAY AND TAXIWAY AND IN LINE WITH THE HOLDING LINE OF THE
 LV0662'TWO RAMPS, 112.9 M (370.4 FT) SOUTH OF THE SOUTHWEST CORNER OF THE
 LV0662'TERMINAL, 45.7 M (149.9 FT) NORTHEAST OF THE CENTER OF THE RUNWAY,
 LV0662'32.9 M (107.9 FT) SOUTHEAST OF THE CENTER OF THE MOST NORTHWESTERLY
 LV0662'OF 2 ENTRANCE RAMPS TO THE RUNWAY, 15.4 M (50.5 FT) SOUTHWEST OF AND
 LV0662'LEVEL WITH THE CENTER OF THE TAXIWAY, AND 8.0 M (26.2 FT) SOUTHEAST
 LV0662'OF THE CENTER OF A UTILITY ACCESS COVER. NOTE--ACCESS TO THE DATUM
 LV0662'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 LV0662'THE SPECIFICATIONS FOR A CLASS A MARK.
 LV0662
 LV0662                          STATION RECOVERY (1993)
 LV0662
 LV0662'RECOVERY NOTE BY CALTRANS 1993 (DSC)
 LV0662'THE STATION WAS RECOVERED WITH THE FOLLOWING ADDITION.  THE STATION
 LV0662'WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY.
 LV0662
 LV0662                          STATION RECOVERY (2004)
 LV0662
 LV0662'RECOVERY NOTE BY CALTRANS 2004 (GN)
 LV0662'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004.  THIS STATION WAS
 LV0662'OCCUPIED AS PART OF  THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION
 LV0662'SURVEY OF 2004.
 LV0662
 LV0662                          STATION RECOVERY (2011)
 LV0662
 LV0662'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2011 (DWD)
 LV0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0663 ***********************************************************************
 LV0663  DESIGNATION -  ROHNPORT AZ MK
 LV0663  PID         -  LV0663
 LV0663  STATE/COUNTY-  CA/HUMBOLDT
 LV0663  USGS QUAD   -  FORTUNA (1972)
 LV0663
 LV0663                         *CURRENT SURVEY CONTROL
 LV0663  ___________________________________________________________________
 LV0663* NAD 83(2007)-  40 33 26.15642(N)    124 08 14.79095(W)     ADJUSTED  
 LV0663* NAVD 88     -       103.931  (meters)     340.98   (feet)  ADJUSTED  
 LV0663  ___________________________________________________________________
 LV0663  EPOCH DATE  -        2007.00
 LV0663  X           -  -2,723,270.871 (meters)                     COMP
 LV0663  Y           -  -4,016,597.858 (meters)                     COMP
 LV0663  Z           -   4,125,240.742 (meters)                     COMP
 LV0663  LAPLACE CORR-           7.21  (seconds)                    DEFLEC09
 LV0663  ELLIP HEIGHT-          72.983 (meters)          (02/10/07) ADJUSTED
 LV0663  GEOID HEIGHT-         -30.95  (meters)                     GEOID09
 LV0663  DYNAMIC HT  -         103.882 (meters)     340.82  (feet)  COMP
 LV0663
 LV0663  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV0663  Type    PID    Designation                      North   East  Ellip
 LV0663  -------------------------------------------------------------------
 LV0663  NETWORK LV0663 ROHNPORT AZ MK                    1.71   2.02   9.21
 LV0663  -------------------------------------------------------------------
 LV0663  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 LV0663
 LV0663  VERT ORDER  -  FIRST     CLASS II
 LV0663
 LV0663.This mark is at Rohnerville Airport (FOT)
 LV0663
 LV0663.The horizontal coordinates were established by GPS observations
 LV0663.and adjusted by the National Geodetic Survey in February 2007.
 LV0663
 LV0663.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV0663.See National Readjustment for more information. 
 LV0663
 LV0663.The horizontal coordinates are valid at the epoch date displayed above
 LV0663.which is a decimal equivalence of Year/Month/Day.
 LV0663
 LV0663.The orthometric height was determined by differential leveling and
 LV0663.adjusted in December 1992.
 LV0663
 LV0663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV0663
 LV0663.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0663
 LV0663.The ellipsoidal height was determined by GPS observations
 LV0663.and is referenced to NAD 83.
 LV0663
 LV0663.The geoid height was determined by GEOID09.
 LV0663
 LV0663.The dynamic height is computed by dividing the NAVD 88
 LV0663.geopotential number by the normal gravity value computed on the
 LV0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0663.degrees latitude (g = 980.6199 gals.).
 LV0663
 LV0663.The modeled gravity was interpolated from observed gravity values.
 LV0663
 LV0663;                    North         East     Units Scale Factor Converg.
 LV0663;SPC CA 1     -   638,109.752 1,819,002.893   MT  0.99990633   -1 23 51.5
 LV0663;SPC CA 1     - 2,093,531.74  5,967,845.32   sFT  0.99990633   -1 23 51.5
 LV0663;UTM  10      - 4,490,232.800   403,701.170   MT  0.99971415   -0 44 22.7
 LV0663
 LV0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0663!SPC CA 1     -   0.99998855  x   0.99990633  =   0.99989488
 LV0663!UTM  10      -   0.99998855  x   0.99971415  =   0.99970270
 LV0663
 LV0663:                Primary Azimuth Mark                     Grid Az
 LV0663:SPC CA 1     -  ROHNPORT                                 128 56 00.7
 LV0663:UTM  10      -  ROHNPORT                                 128 16 31.9
 LV0663
 LV0663|---------------------------------------------------------------------|
 LV0663| PID    Reference Object                     Distance      Geod. Az  |
 LV0663|                                                           dddmmss.s |
 LV0663| LV0662 ROHNPORT                            APPROX. 0.6 KM 1273209.2 |
 LV0663|---------------------------------------------------------------------|
 LV0663
 LV0663                          SUPERSEDED SURVEY CONTROL
 LV0663
 LV0663  NAD 83(1992)-  40 33 26.14304(N)    124 08 14.78694(W) AD(1991.35) 3
 LV0663  NAD 83(1992)-  40 33 26.14316(N)    124 08 14.78680(W) AD(1991.35) 3
 LV0663  ELLIP H (11/17/92)   73.289  (m)                       GP(1991.35) 5 1
 LV0663  NAD 83(1992)-  40 33 26.13493(N)    124 08 14.79532(W) AD(1984.00) 3
 LV0663  NAVD 88 (11/17/92)  103.96   (m)          341.1    (f) LEVELING    3  
 LV0663  NAVD 88 (06/15/91)  103.957  (m)          341.07   (f) UNKNOWN     1 2
 LV0663  NGVD 29 (12/02/92)  102.949  (m)          337.76   (f) ADJUSTED    1 2
 LV0663
 LV0663.Superseded values are not recommended for survey control.
 LV0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0663.See file dsdata.txt to determine how the superseded data were derived.
 LV0663
 LV0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK0370190232(NAD 83)
 LV0663
 LV0663_MARKER: I = METAL ROD
 LV0663_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LV0663_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LV0663_STAMPING: ROHNPORT AZ MK 1987
 LV0663_MARK LOGO: NGS   
 LV0663_PROJECTION: FLUSH
 LV0663_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0663+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0663_ROD/PIPE-DEPTH: 6.2  meters
 LV0663
 LV0663  HISTORY     - Date     Condition        Report By
 LV0663  HISTORY     - 1987     MONUMENTED       NGS
 LV0663  HISTORY     - 19880224 GOOD             NGS
 LV0663  HISTORY     - 19920708 GOOD             NGS
 LV0663  HISTORY     - 19920728 GOOD             NGS
 LV0663
 LV0663                          STATION DESCRIPTION
 LV0663
 LV0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0663'4.7 KM (2.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0663'OVERPASS IN FORTUNA, THENCE 1.8 KM (1.10 MI) EASTERLY ALONG DRAKE
 LV0663'HILL ROAD, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG AIRPORT ROAD,
 LV0663'THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A PAVED ROAD, THENCE 0.1 KM
 LV0663'(0.05 MI) SOUTHEASTERLY ALONG A PAVED RAMP, THENCE 0.6 KM (0.35 MI)
 LV0663'NORTHWESTERLY ALONG A TAXIWAY, IN THE GRASS MEDIAN BETWEEN THE RUNWAY
 LV0663'AND TAXIWAY, 79.2 M (259.8 FT) EAST-NORTHEAST OF THE CENTER OF THE
 LV0663'NORTHWEST END OF THE RUNWAY, 46.3 M (151.9 FT) NORTHEAST OF THE
 LV0663'CENTER OF THE RUNWAY, 22.2 M (72.8 FT) NORTH-NORTHEAST OF A WHITE
 LV0663'RUNWAY LIGHT, 15.2 M (49.9 FT) SOUTHWEST OF THE CENTER OF THE
 LV0663'TAXIWAY, AND LEVEL WITH THE TAXIWAY.  NOTE--ACCESS TO THE DATUM POINT
 LV0663'IS THROUGH A 5-INCH LOGO CAP.
 LV0663
 LV0663                          STATION RECOVERY (1992)
 LV0663
 LV0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0663'STATION IS LOCATED ABOUT 5 KM (3.1 MI) SOUTH OF FORTUNA, 1.5 KM
 LV0663'(0.9 MI) SOUTH OF ROHNERVILLE, AT THE FORTUNA/ROHNERVILLE AIRPORT, IN
 LV0663'THE MEDIAN BETWEEN THE PARALLEL TAXI AND THE RUNWAY, NEAR THE END OF
 LV0663'RUNWAY 11. OWNERSHIP--HUMBOLDT COUNTY, DEPARTMENT OF PUBLIC WORKS,
 LV0663'1106 SECOND STREET, EUREKA, CA 95501.  AIRPORT MANAGER IS RAY L.
 LV0663'BEENINGA, PHONE 707-839-5402 (HIS OFFICE IS AT THE ARCATA-EUREKA
 LV0663'AIRPORT).
 LV0663'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 101 AND DRAKE HILL ROAD AT
 LV0663'THE SOUTH EDGE OF FORTUNA, GO EAST ON DRAKE HILL ROAD FOR 1.75 KM
 LV0663'(1.09 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH, ON AIRPORT ROAD
 LV0663'FOR 0.86 KM (0.53 MI) TO A CROSSROAD.  TURN RIGHT, WEST, ON PAVED
 LV0663'ROAD FOR 0.16 KM (0.10 MI) TO ROAD END AT TAXI AND OFFICE ON THE LEFT
 LV0663'ON HILL.  TURN LEFT, SOUTHEAST, ON TAXI FOR 0.18 KM (0.11 MI) TO A
 LV0663'TAXI CONNECTOR ON THE RIGHT.  TURN RIGHT FOR 30 M (98.4 FT) TO THE
 LV0663'PARALLEL TAXI.  TURN RIGHT, NORTHWEST, ON TAXI FOR 0.57 KM (0.35 MI)
 LV0663'TO THE STATION ON THE LEFT.
 LV0663'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 LV0663'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 LV0663'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 LV0663'IS 46.4 M (152.2 FT) NORTHEAST FROM THE RUNWAY CENTER, 15.3 M
 LV0663'(50.2 FT) SOUTHWEST FROM THE TAXI CENTER, 22.2 M (72.8 FT)
 LV0663'EAST-NORTHEAST FROM THE FIRST LIGHT FROM THE RUNWAY END AND 13.4 M
 LV0663'(44.0 FT) SOUTH FROM THE SOUTH CORNER OF A RECTANGULAR CATCH BASIN.
 LV0663
 LV0663                          STATION RECOVERY (1992)
 LV0663
 LV0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0663'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0663'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0663'THENCE 1.8 KM (1.10 MI) EASTERLY ALONG DRAKE HILL ROAD, THENCE 0.9 KM
 LV0663'(0.55 MI) SOUTHERLY ALONG AIRPORT ROAD, THENCE 0.2 KM (0.10 MI)
 LV0663'EASTERLY ALONG A PAVED ROAD TO THE ROHNERVILLE AIRPORT TERMINAL,
 LV0663'THENCE 0.1 KM (0.05 MI) SOUTHEASTERLY ALONG A PAVED RAMP, THENCE 0.6
 LV0663'KM (0.35 MI) NORTHWESTERLY ALONG A TAXIWAY, IN A MEDIAN BETWEEN THE
 LV0663'RUNWAY AND TAXIWAY, 79.2 M (259.8 FT) EAST-NORTHEAST OF THE CENTER OF
 LV0663'THE NORTHWEST END OF THE RUNWAY, 46.3 M (151.9 FT) NORTHEAST OF THE
 LV0663'CENTER OF THE RUNWAY, 22.2 M (72.8 FT) NORTH-NORTHEAST OF A WHITE
 LV0663'RUNWAY LIGHT, 15.2 M (49.9 FT) SOUTHWEST OF AND LEVEL WITH THE CENTER
 LV0663'OF THE TAXIWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LV0663'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FRO A
 LV0663'CLASS A MARK.
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
 LV0649 ***********************************************************************
 LV0649  DESIGNATION -  S 1067 RESET
 LV0649  PID         -  LV0649
 LV0649  STATE/COUNTY-  CA/HUMBOLDT
 LV0649  USGS QUAD   -  EUREKA (1972)
 LV0649
 LV0649                         *CURRENT SURVEY CONTROL
 LV0649  ___________________________________________________________________
 LV0649* NAD 83(1986)-  40 45 17.     (N)    124 11 25.     (W)     SCALED    
 LV0649* NAVD 88     -         4.027  (meters)      13.21   (feet)  ADJUSTED  
 LV0649  ___________________________________________________________________
 LV0649  GEOID HEIGHT-         -30.80  (meters)                     GEOID09
 LV0649  DYNAMIC HT  -           4.026 (meters)      13.21  (feet)  COMP
 LV0649  MODELED GRAV-     980,202.1   (mgal)                       NAVD 88
 LV0649
 LV0649  VERT ORDER  -  FIRST     CLASS II
 LV0649
 LV0649.The horizontal coordinates were scaled from a topographic map and have
 LV0649.an estimated accuracy of +/- 6 seconds.
 LV0649.
 LV0649.The orthometric height was determined by differential leveling and
 LV0649.adjusted in June 1991.
 LV0649
 LV0649.The geoid height was determined by GEOID09.
 LV0649
 LV0649.The dynamic height is computed by dividing the NAVD 88
 LV0649.geopotential number by the normal gravity value computed on the
 LV0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0649.degrees latitude (g = 980.6199 gals.).
 LV0649
 LV0649.The modeled gravity was interpolated from observed gravity values.
 LV0649
 LV0649;                    North         East    Units  Estimated Accuracy
 LV0649;SPC CA 1     -   660,140.    1,815,080.      MT  (+/- 180 meters Scaled)
 LV0649
 LV0649                          SUPERSEDED SURVEY CONTROL
 LV0649
 LV0649  NGVD 29 (12/02/92)    3.026  (m)            9.93   (f) ADJUSTED    1 2
 LV0649
 LV0649.Superseded values are not recommended for survey control.
 LV0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0649.See file dsdata.txt to determine how the superseded data were derived.
 LV0649
 LV0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL995122(NAD 83)
 LV0649
 LV0649_MARKER: DB = BENCH MARK DISK
 LV0649_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0649_SP_SET: BRIDGE ABUTMENT
 LV0649_STAMPING: S 1067 1967 RESET 1987
 LV0649_MARK LOGO: CADH  
 LV0649_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0649_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0649+STABILITY: POSITION/ELEVATION WELL
 LV0649
 LV0649  HISTORY     - Date     Condition        Report By
 LV0649  HISTORY     - 1987     MONUMENTED       CADT
 LV0649  HISTORY     - 19880222 GOOD             NGS
 LV0649
 LV0649                          STATION DESCRIPTION
 LV0649
 LV0649'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0649'8.0 KM (4.95 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LV0649'OFFICE IN EUREKA, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END
 LV0649'OF THE SOUTH CONCRETE ABUTMENT OF THE SOUTHBOUND HIGHWAY BRIDGE
 LV0649'SPANNING THE ELK RIVER, 7.1 M (23.3 FT) EAST OF THE CENTERLINE OF THE
 LV0649'SOUTHBOUND LANES OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
 LV0649'NOTE--THE MARK WAS STAMPED INCORRECTLY AND IS STAMPED S 1067 1967
 LV0649'RESET 1987.
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
 LV0666 ***********************************************************************
 LV0666  DESIGNATION -  S 1401
 LV0666  PID         -  LV0666
 LV0666  STATE/COUNTY-  CA/HUMBOLDT
 LV0666  USGS QUAD   -  HYDESVILLE (1979)
 LV0666
 LV0666                         *CURRENT SURVEY CONTROL
 LV0666  ___________________________________________________________________
 LV0666* NAD 83(1986)-  40 30 41.     (N)    124 07 28.     (W)     SCALED    
 LV0666* NAVD 88     -        32.920  (meters)     108.01   (feet)  ADJUSTED  
 LV0666  ___________________________________________________________________
 LV0666  GEOID HEIGHT-         -30.91  (meters)                     GEOID09
 LV0666  DYNAMIC HT  -          32.904 (meters)     107.95  (feet)  COMP
 LV0666  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 LV0666
 LV0666  VERT ORDER  -  FIRST     CLASS II
 LV0666
 LV0666.The horizontal coordinates were scaled from a topographic map and have
 LV0666.an estimated accuracy of +/- 6 seconds.
 LV0666.
 LV0666.The orthometric height was determined by differential leveling and
 LV0666.adjusted in December 1992.
 LV0666
 LV0666.The geoid height was determined by GEOID09.
 LV0666
 LV0666.The dynamic height is computed by dividing the NAVD 88
 LV0666.geopotential number by the normal gravity value computed on the
 LV0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0666.degrees latitude (g = 980.6199 gals.).
 LV0666
 LV0666.The modeled gravity was interpolated from observed gravity values.
 LV0666
 LV0666;                    North         East    Units  Estimated Accuracy
 LV0666;SPC CA 1     -   632,990.    1,819,980.      MT  (+/- 180 meters Scaled)
 LV0666
 LV0666                          SUPERSEDED SURVEY CONTROL
 LV0666
 LV0666  NAVD 88 (06/15/91)   32.974  (m)          108.18   (f) UNKNOWN     1 2
 LV0666  NGVD 29 (12/02/92)   31.942  (m)          104.80   (f) ADJUSTED    1 2
 LV0666
 LV0666.Superseded values are not recommended for survey control.
 LV0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0666.See file dsdata.txt to determine how the superseded data were derived.
 LV0666
 LV0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK047851(NAD 83)
 LV0666
 LV0666_MARKER: DV = VERTICAL CONTROL DISK
 LV0666_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0666_SP_SET: ABUTMENT
 LV0666_STAMPING: S 1401 1988
 LV0666_MARK LOGO: NGS   
 LV0666_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0666+STABILITY: POSITION/ELEVATION WELL
 LV0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0666+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0666
 LV0666  HISTORY     - Date     Condition        Report By
 LV0666  HISTORY     - 1988     MONUMENTED       NGS
 LV0666  HISTORY     - 19920728 GOOD             NGS
 LV0666
 LV0666                          STATION DESCRIPTION
 LV0666
 LV0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0666'11.7 KM (7.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0666'OVERPASS IN FORTUNA, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 LV0666'NORTHWEST ABUTMENT OF A HIGHWAY BRIDGE SPANNING THE EEL RIVER, 5.1 M
 LV0666'(16.7 FT) NORTHWEST OF THE EAST CORNER OF THE ABUTMENT, 4.7 M (15.4
 LV0666'FT) SOUTHEAST OF THE NORTHWEST END OF A CONCRETE GUARDRAIL, 3.6 M
 LV0666'(11.8 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF THE
 LV0666'HIGHWAY, 1.0 M (3.3 FT) BELOW THE SURFACE OF THE HIGHWAY, AND 0.9 M
 LV0666'(3.0 FT) ABOVE THE GROUND SURFACE.  NOTE--AFTER CONSTRUCTION IS
 LV0666'COMPLETED THE MARK WILL BE 6.5 M (21.3 FT) NORTHEAST OF THE CENTER OF
 LV0666'THE SOUTHBOUND LANES OF THE HIGHWAY.
 LV0666
 LV0666                          STATION RECOVERY (1992)
 LV0666
 LV0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0666'11.8 KM (7.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0666'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0666'SET VERTICALLY IN THE NORTHEAST FACE OF THE NORTHWEST CONCRETE
 LV0666'ABUTMENT OF A HIGHWAY BRIDGE SPANNING EEL RIVER, 5.1 M (16.7 FT)
 LV0666'NORTHWEST OF THE EAST CORNER OF THE ABUTMENT, 4.7 M (15.4 FT)
 LV0666'SOUTHEAST OF THE NORTHWEST END OF A CONCRETE GUARDRAIL, 3.6 M
 LV0666'(11.8 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LV0666'HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.9 M
 LV0666'(3.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1754 ***********************************************************************
 KT1754  DESIGNATION -  S 1404
 KT1754  PID         -  KT1754
 KT1754  STATE/COUNTY-  CA/MENDOCINO
 KT1754  USGS QUAD   -  NOBLE BUTTE (1994)
 KT1754
 KT1754                         *CURRENT SURVEY CONTROL
 KT1754  ___________________________________________________________________
 KT1754* NAD 83(1986)-  39 52 42.     (N)    123 42 52.     (W)     SCALED    
 KT1754* NAVD 88     -       287.269  (meters)     942.48   (feet)  ADJUSTED  
 KT1754  ___________________________________________________________________
 KT1754  GEOID HEIGHT-         -30.03  (meters)                     GEOID09
 KT1754  DYNAMIC HT  -         287.107 (meters)     941.95  (feet)  COMP
 KT1754  MODELED GRAV-     980,052.4   (mgal)                       NAVD 88
 KT1754
 KT1754  VERT ORDER  -  FIRST     CLASS II
 KT1754
 KT1754.The horizontal coordinates were scaled from a topographic map and have
 KT1754.an estimated accuracy of +/- 6 seconds.
 KT1754.
 KT1754.The orthometric height was determined by differential leveling and
 KT1754.adjusted in June 1991.
 KT1754
 KT1754.The geoid height was determined by GEOID09.
 KT1754
 KT1754.The dynamic height is computed by dividing the NAVD 88
 KT1754.geopotential number by the normal gravity value computed on the
 KT1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1754.degrees latitude (g = 980.6199 gals.).
 KT1754
 KT1754.The modeled gravity was interpolated from observed gravity values.
 KT1754
 KT1754;                    North         East    Units  Estimated Accuracy
 KT1754;SPC CA 2     -   746,900.    1,853,350.      MT  (+/- 180 meters Scaled)
 KT1754
 KT1754                          SUPERSEDED SURVEY CONTROL
 KT1754
 KT1754  NGVD 29 (12/02/92)  286.352  (m)          939.47   (f) ADJUSTED    1 2
 KT1754
 KT1754.Superseded values are not recommended for survey control.
 KT1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1754.See file dsdata.txt to determine how the superseded data were derived.
 KT1754
 KT1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK389144(NAD 83)
 KT1754
 KT1754_MARKER: DV = VERTICAL CONTROL DISK
 KT1754_SETTING: 66 = SET IN ROCK OUTCROP
 KT1754_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1754_STAMPING: S 1404 1988
 KT1754_MARK LOGO: NGS   
 KT1754_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1754+STABILITY: POSITION/ELEVATION WELL
 KT1754
 KT1754  HISTORY     - Date     Condition        Report By
 KT1754  HISTORY     - 1988     MONUMENTED       NGS
 KT1754
 KT1754                          STATION DESCRIPTION
 KT1754
 KT1754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1754'1.4 KM (0.85 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 KT1754'OF STATE HIGHWAY 1 IN LEGGETT, NEAR THE CENTER OF A 30 BY 40 FOOT
 KT1754'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 42.8 M (140.4 FT) SOUTHEAST
 KT1754'OF CATCH BASIN NUMBER 93.16, 28.9 M (94.8 FT) NORTHEAST OF THE
 KT1754'CENTERLINE OF THE HIGHWAY, 6.7 M (22.0 FT) EAST-NORTHEAST OF UTILITY
 KT1754'POLE NUMBER 1136609, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 KT1754'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1772 ***********************************************************************
 KT1772  DESIGNATION -  S 1437
 KT1772  PID         -  KT1772
 KT1772  STATE/COUNTY-  CA/MENDOCINO
 KT1772  USGS QUAD   -  HALES GROVE (1994)
 KT1772
 KT1772                         *CURRENT SURVEY CONTROL
 KT1772  ___________________________________________________________________
 KT1772* NAD 83(1986)-  39 48 20.     (N)    123 48 14.     (W)     SCALED    
 KT1772* NAVD 88     -       281.719  (meters)     924.27   (feet)  ADJUSTED  
 KT1772  ___________________________________________________________________
 KT1772  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 KT1772  DYNAMIC HT  -         281.564 (meters)     923.76  (feet)  COMP
 KT1772  MODELED GRAV-     980,067.0   (mgal)                       NAVD 88
 KT1772
 KT1772  VERT ORDER  -  FIRST     CLASS II
 KT1772
 KT1772.The horizontal coordinates were scaled from a topographic map and have
 KT1772.an estimated accuracy of +/- 6 seconds.
 KT1772.
 KT1772.The orthometric height was determined by differential leveling and
 KT1772.adjusted in June 1991.
 KT1772
 KT1772.The geoid height was determined by GEOID09.
 KT1772
 KT1772.The dynamic height is computed by dividing the NAVD 88
 KT1772.geopotential number by the normal gravity value computed on the
 KT1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1772.degrees latitude (g = 980.6199 gals.).
 KT1772
 KT1772.The modeled gravity was interpolated from observed gravity values.
 KT1772
 KT1772;                    North         East    Units  Estimated Accuracy
 KT1772;SPC CA 2     -   738,970.    1,845,530.      MT  (+/- 180 meters Scaled)
 KT1772
 KT1772                          SUPERSEDED SURVEY CONTROL
 KT1772
 KT1772  NGVD 29 (12/02/92)  280.816  (m)          921.31   (f) ADJUSTED    1 2
 KT1772
 KT1772.Superseded values are not recommended for survey control.
 KT1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1772.See file dsdata.txt to determine how the superseded data were derived.
 KT1772
 KT1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK311064(NAD 83)
 KT1772
 KT1772_MARKER: DV = VERTICAL CONTROL DISK
 KT1772_SETTING: 66 = SET IN ROCK OUTCROP
 KT1772_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1772_STAMPING: S 1437 1988
 KT1772_MARK LOGO: NGS   
 KT1772_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1772_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1772+STABILITY: POSITION/ELEVATION WELL
 KT1772
 KT1772  HISTORY     - Date     Condition        Report By
 KT1772  HISTORY     - 1988     MONUMENTED       NGS
 KT1772
 KT1772                          STATION DESCRIPTION
 KT1772
 KT1772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1772'17.4 KM (10.80 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1772'OF U.S. HIGHWAY 101 IN LEGGETT, SET VERTICALLY IN THE EAST FACE OF A
 KT1772'3 BY 3 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 8.0 M (26.2 FT)
 KT1772'SOUTH OF THE WEST END OF PIPE CULVERT NUMBER 94.64, 7.7 M (25.3 FT)
 KT1772'WEST-SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT)
 KT1772'ABOVE THE LEVEL OF THE HIGHWAY.
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
 LV0668 ***********************************************************************
 LV0668  DESIGNATION -  T 1401
 LV0668  PID         -  LV0668
 LV0668  STATE/COUNTY-  CA/HUMBOLDT
 LV0668  USGS QUAD   -  HYDESVILLE (1979)
 LV0668
 LV0668                         *CURRENT SURVEY CONTROL
 LV0668  ___________________________________________________________________
 LV0668* NAD 83(1986)-  40 30 19.     (N)    124 06 34.     (W)     SCALED    
 LV0668* NAVD 88     -        40.476  (meters)     132.79   (feet)  ADJUSTED  
 LV0668  ___________________________________________________________________
 LV0668  GEOID HEIGHT-         -30.86  (meters)                     GEOID09
 LV0668  DYNAMIC HT  -          40.457 (meters)     132.73  (feet)  COMP
 LV0668  MODELED GRAV-     980,144.9   (mgal)                       NAVD 88
 LV0668
 LV0668  VERT ORDER  -  FIRST     CLASS II
 LV0668
 LV0668.The horizontal coordinates were scaled from a topographic map and have
 LV0668.an estimated accuracy of +/- 6 seconds.
 LV0668.
 LV0668.The orthometric height was determined by differential leveling and
 LV0668.adjusted in December 1992.
 LV0668
 LV0668.The geoid height was determined by GEOID09.
 LV0668
 LV0668.The dynamic height is computed by dividing the NAVD 88
 LV0668.geopotential number by the normal gravity value computed on the
 LV0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0668.degrees latitude (g = 980.6199 gals.).
 LV0668
 LV0668.The modeled gravity was interpolated from observed gravity values.
 LV0668
 LV0668;                    North         East    Units  Estimated Accuracy
 LV0668;SPC CA 1     -   632,280.    1,821,230.      MT  (+/- 180 meters Scaled)
 LV0668
 LV0668                          SUPERSEDED SURVEY CONTROL
 LV0668
 LV0668  NAVD 88 (06/15/91)   40.524  (m)          132.95   (f) UNKNOWN     1 2
 LV0668  NGVD 29 (12/02/92)   39.500  (m)          129.59   (f) ADJUSTED    1 2
 LV0668
 LV0668.Superseded values are not recommended for survey control.
 LV0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0668.See file dsdata.txt to determine how the superseded data were derived.
 LV0668
 LV0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK059844(NAD 83)
 LV0668
 LV0668_MARKER: DV = VERTICAL CONTROL DISK
 LV0668_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0668_SP_SET: ABUTMENT
 LV0668_STAMPING: T 1401 1988
 LV0668_MARK LOGO: NGS   
 LV0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0668+STABILITY: POSITION/ELEVATION WELL
 LV0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0668+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0668
 LV0668  HISTORY     - Date     Condition        Report By
 LV0668  HISTORY     - 1988     MONUMENTED       NGS
 LV0668  HISTORY     - 19920728 GOOD             NGS
 LV0668
 LV0668                          STATION DESCRIPTION
 LV0668
 LV0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0668'IN RIO DEL, AT THE INTERSECTION OF U.S. HIGHWAY 101 AND WILDWOOD
 LV0668'AVENUE, SET VERTICALLY IN THE SOUTH FACE OF THE WEST CONCRETE
 LV0668'ABUTMENT OF THE SOUTHBOUND HIGHWAY OVERPASS OF THE AVENUE, 7.2 M
 LV0668'(23.6 FT) SOUTH OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 LV0668'HIGHWAY, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 LV0668'(1.0 FT) WEST OF THE SOUTHEAST CORNER OF THE ABUTMENT.
 LV0668
 LV0668                          STATION RECOVERY (1992)
 LV0668
 LV0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0668'IN RIO DELL, AT THE INTERSECTION OF U.S. HIGHWAY 101 AND WILDWOOD
 LV0668'AVENUE, SET VERTICALLY IN THE SOUTH FACE OF THE WEST CONCRETE
 LV0668'ABUTMENT OF THE SOUTHBOUND HIGHWAY OVERPASS OF THE AVENUE, 7.2 M
 LV0668'(23.6 FT) SOUTH OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 LV0668'HIGHWAY, 1.8 M (5.9 FT)  BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 LV0668'(1.0 FT) WEST OF THE SOUTHEAST CORNER OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1755 ***********************************************************************
 KT1755  DESIGNATION -  T 1404
 KT1755  PID         -  KT1755
 KT1755  STATE/COUNTY-  CA/MENDOCINO
 KT1755  USGS QUAD   -  LEGGETT (1994)
 KT1755
 KT1755                         *CURRENT SURVEY CONTROL
 KT1755  ___________________________________________________________________
 KT1755* NAD 83(1986)-  39 52 09.     (N)    123 42 50.     (W)     SCALED    
 KT1755* NAVD 88     -       289.512  (meters)     949.84   (feet)  ADJUSTED  
 KT1755  ___________________________________________________________________
 KT1755  GEOID HEIGHT-         -30.04  (meters)                     GEOID09
 KT1755  DYNAMIC HT  -         289.350 (meters)     949.31  (feet)  COMP
 KT1755  MODELED GRAV-     980,058.0   (mgal)                       NAVD 88
 KT1755
 KT1755  VERT ORDER  -  FIRST     CLASS II
 KT1755
 KT1755.The horizontal coordinates were scaled from a topographic map and have
 KT1755.an estimated accuracy of +/- 6 seconds.
 KT1755.
 KT1755.The orthometric height was determined by differential leveling and
 KT1755.adjusted in June 1991.
 KT1755
 KT1755.The geoid height was determined by GEOID09.
 KT1755
 KT1755.The dynamic height is computed by dividing the NAVD 88
 KT1755.geopotential number by the normal gravity value computed on the
 KT1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1755.degrees latitude (g = 980.6199 gals.).
 KT1755
 KT1755.The modeled gravity was interpolated from observed gravity values.
 KT1755
 KT1755;                    North         East    Units  Estimated Accuracy
 KT1755;SPC CA 2     -   745,880.    1,853,370.      MT  (+/- 180 meters Scaled)
 KT1755
 KT1755                          SUPERSEDED SURVEY CONTROL
 KT1755
 KT1755  NGVD 29 (12/02/92)  288.597  (m)          946.84   (f) ADJUSTED    1 2
 KT1755
 KT1755.Superseded values are not recommended for survey control.
 KT1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1755.See file dsdata.txt to determine how the superseded data were derived.
 KT1755
 KT1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK389134(NAD 83)
 KT1755
 KT1755_MARKER: DV = VERTICAL CONTROL DISK
 KT1755_SETTING: 66 = SET IN ROCK OUTCROP
 KT1755_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1755_STAMPING: T 1404 1988
 KT1755_MARK LOGO: NGS   
 KT1755_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1755+STABILITY: POSITION/ELEVATION WELL
 KT1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 KT1755+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1994
 KT1755
 KT1755  HISTORY     - Date     Condition        Report By
 KT1755  HISTORY     - 1988     MONUMENTED       NGS
 KT1755  HISTORY     - 19940725 GOOD             CADT
 KT1755
 KT1755                          STATION DESCRIPTION
 KT1755
 KT1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1755'0.2 KM (0.10 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 KT1755'OF STATE HIGHWAY 1 IN LEGGETT, NEAR THE CENTER OF A 100 FOOT EXPOSED
 KT1755'AREA OF BEDROCK IN A HIGHWAY CUT, 45.0 M (147.6 FT) NORTH OF CATCH
 KT1755'BASIN NUMBER 91.32, 11.5 M (37.7 FT) EAST OF THE CENTERLINE OF THE
 KT1755'HIGHWAY, AND 0.96 M (3.1 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 KT1755
 KT1755                          STATION RECOVERY (1994)
 KT1755
 KT1755'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 KT1755'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING INFORMATION-- THE
 KT1755'MARK IS 0.07 MI (0.11 KM) NORTHEASTERLY ALONG U.S. HIGHWAY 101 FROM
 KT1755'THE JUNCTION WITH STATE ROUTE 1 AT LEGGETT, 205 FT (62.5 M) NORTHEAST
 KT1755'ALONG THE SOUTHEAST EDGE OF THE HIGHWAY PAVEMENT FROM THE JUNCTION OF
 KT1755'COUNTY ROAD 324B LEADING EASTERLY, 141 FT (43.0 M) NORTHEAST ALONG THE
 KT1755'SAME EDGE OF PAVEMENT FROM THE EASTERLY HIGHWAY CULVERT MARKER AT
 KT1755'POSTMILE 91.32, 18 FT (5.5 M) ENE OF A BICYCLE ROUTE SIGN POST, SET
 KT1755'LEVEL IN A POCKET CHIPPED OUT OF A ROCK FACE.  IT IS AT HIGHWAY
 KT1755'POSTMILE 91.35.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1773 ***********************************************************************
 KT1773  DESIGNATION -  T 1437
 KT1773  PID         -  KT1773
 KT1773  STATE/COUNTY-  CA/MENDOCINO
 KT1773  USGS QUAD   -  HALES GROVE (1994)
 KT1773
 KT1773                         *CURRENT SURVEY CONTROL
 KT1773  ___________________________________________________________________
 KT1773* NAD 83(1986)-  39 48 04.     (N)    123 48 33.     (W)     SCALED    
 KT1773* NAVD 88     -       215.257  (meters)     706.22   (feet)  ADJUSTED  
 KT1773  ___________________________________________________________________
 KT1773  GEOID HEIGHT-         -30.49  (meters)                     GEOID09
 KT1773  DYNAMIC HT  -         215.137 (meters)     705.83  (feet)  COMP
 KT1773  MODELED GRAV-     980,067.5   (mgal)                       NAVD 88
 KT1773
 KT1773  VERT ORDER  -  FIRST     CLASS II
 KT1773
 KT1773.The horizontal coordinates were scaled from a topographic map and have
 KT1773.an estimated accuracy of +/- 6 seconds.
 KT1773.
 KT1773.The orthometric height was determined by differential leveling and
 KT1773.adjusted in June 1991.
 KT1773
 KT1773.The geoid height was determined by GEOID09.
 KT1773
 KT1773.The dynamic height is computed by dividing the NAVD 88
 KT1773.geopotential number by the normal gravity value computed on the
 KT1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1773.degrees latitude (g = 980.6199 gals.).
 KT1773
 KT1773.The modeled gravity was interpolated from observed gravity values.
 KT1773
 KT1773;                    North         East    Units  Estimated Accuracy
 KT1773;SPC CA 2     -   738,490.    1,845,070.      MT  (+/- 180 meters Scaled)
 KT1773
 KT1773                          SUPERSEDED SURVEY CONTROL
 KT1773
 KT1773  NGVD 29 (12/02/92)  214.352  (m)          703.25   (f) ADJUSTED    1 2
 KT1773
 KT1773.Superseded values are not recommended for survey control.
 KT1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1773.See file dsdata.txt to determine how the superseded data were derived.
 KT1773
 KT1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK307059(NAD 83)
 KT1773
 KT1773_MARKER: I = METAL ROD
 KT1773_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1773_SP_SET: STAINLESS STEEL ROD
 KT1773_STAMPING: T 1437 1988
 KT1773_MARK LOGO: NGS   
 KT1773_PROJECTION: FLUSH
 KT1773_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1773+STABILITY: POSITION/ELEVATION WELL
 KT1773_ROD/PIPE-DEPTH: 8.5  meters
 KT1773
 KT1773  HISTORY     - Date     Condition        Report By
 KT1773  HISTORY     - 1988     MONUMENTED       NGS
 KT1773
 KT1773                          STATION DESCRIPTION
 KT1773
 KT1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1773'18.4 KM (11.45 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1773'OF U.S. HIGHWAY 101 IN LEGGETT, 11.8 M (38.7 FT) NORTH OF MILEPOST
 KT1773'94, 5.7 M (18.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 1.3 M
 KT1773'(4.3 FT) SOUTHWEST OF A 36-INCH REDWOOD STUMP, 0.3 M (1.0 FT) SOUTH
 KT1773'OF A WITNESS POST, AND LEVEL WITH THE HIGHWAY.  NOTE--ACCESS TO THE
 KT1773'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
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
 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
 LV0669 ***********************************************************************
 LV0669  DESIGNATION -  U 1401
 LV0669  PID         -  LV0669
 LV0669  STATE/COUNTY-  CA/HUMBOLDT
 LV0669  USGS QUAD   -  SCOTIA (1970)
 LV0669
 LV0669                         *CURRENT SURVEY CONTROL
 LV0669  ___________________________________________________________________
 LV0669* NAD 83(1986)-  40 29 18.     (N)    124 05 55.     (W)     SCALED    
 LV0669* NAVD 88     -        43.370  (meters)     142.29   (feet)  ADJUSTED  
 LV0669  ___________________________________________________________________
 LV0669  GEOID HEIGHT-         -30.81  (meters)                     GEOID09
 LV0669  DYNAMIC HT  -          43.349 (meters)     142.22  (feet)  COMP
 LV0669  MODELED GRAV-     980,143.0   (mgal)                       NAVD 88
 LV0669
 LV0669  VERT ORDER  -  FIRST     CLASS II
 LV0669
 LV0669.The horizontal coordinates were scaled from a topographic map and have
 LV0669.an estimated accuracy of +/- 6 seconds.
 LV0669.
 LV0669.The orthometric height was determined by differential leveling and
 LV0669.adjusted in December 1992.
 LV0669
 LV0669.The geoid height was determined by GEOID09.
 LV0669
 LV0669.The dynamic height is computed by dividing the NAVD 88
 LV0669.geopotential number by the normal gravity value computed on the
 LV0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0669.degrees latitude (g = 980.6199 gals.).
 LV0669
 LV0669.The modeled gravity was interpolated from observed gravity values.
 LV0669
 LV0669;                    North         East    Units  Estimated Accuracy
 LV0669;SPC CA 1     -   630,380.    1,822,110.      MT  (+/- 180 meters Scaled)
 LV0669
 LV0669                          SUPERSEDED SURVEY CONTROL
 LV0669
 LV0669  NAVD 88 (06/15/91)   43.421  (m)          142.46   (f) UNKNOWN     1 2
 LV0669  NGVD 29 (12/02/92)   42.395  (m)          139.09   (f) ADJUSTED    1 2
 LV0669
 LV0669.Superseded values are not recommended for survey control.
 LV0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0669.See file dsdata.txt to determine how the superseded data were derived.
 LV0669
 LV0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK068825(NAD 83)
 LV0669
 LV0669_MARKER: I = METAL ROD
 LV0669_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0669_SP_SET: STAINLESS STEEL ROD
 LV0669_STAMPING: U 1401 1988
 LV0669_MARK LOGO: NGS   
 LV0669_PROJECTION: FLUSH
 LV0669_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0669+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0669_ROD/PIPE-DEPTH: 5.0  meters
 LV0669
 LV0669  HISTORY     - Date     Condition        Report By
 LV0669  HISTORY     - 1988     MONUMENTED       NGS
 LV0669  HISTORY     - 19920728 GOOD             NGS
 LV0669
 LV0669                          STATION DESCRIPTION
 LV0669
 LV0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0669'IN SCOTIA, AT THE INTERSECTION OF MAIN AND NORTH COURT STREETS, 33.2
 LV0669'M (108.9 FT) NORTH OF THE CENTER OF NORTH COURT STREET, 16.0 M (52.5
 LV0669'FT) EAST OF THE CENTERLINE OF MAIN STREET, 11.0 M (36.1 FT) SOUTHEAST
 LV0669'OF UTILITY POLE NUMBER 5-12, 8.6 M (28.2 FT) EAST OF A METAL STREET
 LV0669'LIGHT POLE, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND
 LV0669'LEVEL WITH MAIN STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LV0669'5-INCH LOGO CAP.
 LV0669
 LV0669                          STATION RECOVERY (1992)
 LV0669
 LV0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0669'IN SCOTIA, AT THE INTERSECTION OF MAIN AND NORTH COURT STREETS, 33.2 M
 LV0669'(108.9 FT) NORTH OF THE CENTERLINE OF NORTH COURT STREET, 20.7 M
 LV0669'(67.9 FT) NORTH OF THE SOUTH END OF A CHAIN-LINK FENCE, 18.0 M
 LV0669'(59.1 FT) WEST OF THE CENTER OF A SOUTHBOUND U.S. HIGHWAY 101
 LV0669'OFF-RAMP, 16.0 M (52.5 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF
 LV0669'MAIN STREET, 10.8 M (35.4 FT) SOUTHEAST OF UTILITY POLE NUMBER 0-5
 LV0669'WITH 5 GUY CABLES, 8.6 M (28.2 FT) EAST OF A UTILITY LIGHT POLE, 4.9
 LV0669'M (16.1 FT) EAST OF THE FENCE, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 LV0669'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1777 ***********************************************************************
 KT1777  DESIGNATION -  U 1436
 KT1777  PID         -  KT1777
 KT1777  STATE/COUNTY-  CA/MENDOCINO
 KT1777  USGS QUAD   -  HALES GROVE (1994)
 KT1777
 KT1777                         *CURRENT SURVEY CONTROL
 KT1777  ___________________________________________________________________
 KT1777* NAD 83(1986)-  39 47 01.     (N)    123 49 13.     (W)     SCALED    
 KT1777* NAVD 88     -        60.121  (meters)     197.25   (feet)  ADJUSTED  
 KT1777  ___________________________________________________________________
 KT1777  GEOID HEIGHT-         -30.57  (meters)                     GEOID09
 KT1777  DYNAMIC HT  -          60.089 (meters)     197.14  (feet)  COMP
 KT1777  MODELED GRAV-     980,080.8   (mgal)                       NAVD 88
 KT1777
 KT1777  VERT ORDER  -  FIRST     CLASS II
 KT1777
 KT1777.The horizontal coordinates were scaled from a topographic map and have
 KT1777.an estimated accuracy of +/- 6 seconds.
 KT1777.
 KT1777.The orthometric height was determined by differential leveling and
 KT1777.adjusted in June 1991.
 KT1777
 KT1777.The geoid height was determined by GEOID09.
 KT1777
 KT1777.The dynamic height is computed by dividing the NAVD 88
 KT1777.geopotential number by the normal gravity value computed on the
 KT1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1777.degrees latitude (g = 980.6199 gals.).
 KT1777
 KT1777.The modeled gravity was interpolated from observed gravity values.
 KT1777
 KT1777;                    North         East    Units  Estimated Accuracy
 KT1777;SPC CA 2     -   736,560.    1,844,080.      MT  (+/- 180 meters Scaled)
 KT1777
 KT1777                          SUPERSEDED SURVEY CONTROL
 KT1777
 KT1777  NGVD 29 (12/02/92)   59.217  (m)          194.28   (f) ADJUSTED    1 2
 KT1777
 KT1777.Superseded values are not recommended for survey control.
 KT1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1777.See file dsdata.txt to determine how the superseded data were derived.
 KT1777
 KT1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK297040(NAD 83)
 KT1777
 KT1777_MARKER: DV = VERTICAL CONTROL DISK
 KT1777_SETTING: 66 = SET IN ROCK OUTCROP
 KT1777_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1777_STAMPING: U 1436 1988
 KT1777_MARK LOGO: NGS   
 KT1777_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1777+STABILITY: POSITION/ELEVATION WELL
 KT1777
 KT1777  HISTORY     - Date     Condition        Report By
 KT1777  HISTORY     - 1988     MONUMENTED       NGS
 KT1777  HISTORY     - 20070202 GOOD             INDIV
 KT1777
 KT1777                          STATION DESCRIPTION
 KT1777
 KT1777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1777'21.9 KM (13.60 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1777'OF ABALONE STREET IN WESTPORT, OR 22.2 KM (13.80 MI) SOUTHERLY ALONG
 KT1777'STATE HIGHWAY 1 FROM THE JUNCTION OF U.S. HIGHWAY 101 IN LEGGETT,
 KT1777'SET VERTICALLY IN THE SOUTH FACE OF THE CENTER 1 OF 3 ROCK OUTCROPS
 KT1777'ALONG THE INSIDE OF A CURVE, 5.8 M (19.0 FT) NORTHWEST OF THE
 KT1777'CENTERLINE OF THE HIGHWAY, AND 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE
 KT1777'HIGHWAY.
 KT1777
 KT1777                          STATION RECOVERY (2007)
 KT1777
 KT1777'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (MEI)
 KT1777'I DID NOT RECOVER THIS MARK IN 2007.  THIS NOTE IS TO PROVIDE A REMARK
 KT1777'THAT THERE IS ANOTHER U 1436 IN MENDOCINO COUNTY.  IT IS KT2206, AND
 KT1777'THAT MARK IS SET IN A BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1774 ***********************************************************************
 KT1774  DESIGNATION -  U 1437
 KT1774  PID         -  KT1774
 KT1774  STATE/COUNTY-  CA/MENDOCINO
 KT1774  USGS QUAD   -  HALES GROVE (1994)
 KT1774
 KT1774                         *CURRENT SURVEY CONTROL
 KT1774  ___________________________________________________________________
 KT1774* NAD 83(1986)-  39 47 42.     (N)    123 48 47.     (W)     SCALED    
 KT1774* NAVD 88     -       150.223  (meters)     492.86   (feet)  ADJUSTED  
 KT1774  ___________________________________________________________________
 KT1774  GEOID HEIGHT-         -30.52  (meters)                     GEOID09
 KT1774  DYNAMIC HT  -         150.140 (meters)     492.58  (feet)  COMP
 KT1774  MODELED GRAV-     980,068.3   (mgal)                       NAVD 88
 KT1774
 KT1774  VERT ORDER  -  FIRST     CLASS II
 KT1774
 KT1774.The horizontal coordinates were scaled from a topographic map and have
 KT1774.an estimated accuracy of +/- 6 seconds.
 KT1774.
 KT1774.The orthometric height was determined by differential leveling and
 KT1774.adjusted in June 1991.
 KT1774
 KT1774.The geoid height was determined by GEOID09.
 KT1774
 KT1774.The dynamic height is computed by dividing the NAVD 88
 KT1774.geopotential number by the normal gravity value computed on the
 KT1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1774.degrees latitude (g = 980.6199 gals.).
 KT1774
 KT1774.The modeled gravity was interpolated from observed gravity values.
 KT1774
 KT1774;                    North         East    Units  Estimated Accuracy
 KT1774;SPC CA 2     -   737,810.    1,844,730.      MT  (+/- 180 meters Scaled)
 KT1774
 KT1774                          SUPERSEDED SURVEY CONTROL
 KT1774
 KT1774  NGVD 29 (12/02/92)  149.318  (m)          489.89   (f) ADJUSTED    1 2
 KT1774
 KT1774.Superseded values are not recommended for survey control.
 KT1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1774.See file dsdata.txt to determine how the superseded data were derived.
 KT1774
 KT1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK303053(NAD 83)
 KT1774
 KT1774_MARKER: DV = VERTICAL CONTROL DISK
 KT1774_SETTING: 66 = SET IN ROCK OUTCROP
 KT1774_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1774_STAMPING: U 1437 1988
 KT1774_MARK LOGO: NGS   
 KT1774_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1774+STABILITY: POSITION/ELEVATION WELL
 KT1774
 KT1774  HISTORY     - Date     Condition        Report By
 KT1774  HISTORY     - 1988     MONUMENTED       NGS
 KT1774
 KT1774                          STATION DESCRIPTION
 KT1774
 KT1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1774'19.4 KM (12.05 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1774'OF U.S. HIGHWAY 101 IN LEGGETT, IN A 1 BY 3 FOOT AREA OF OUTCROPPING
 KT1774'BEDROCK, 12.0 M (39.4 FT) SOUTHWEST OF A SIGN (CURVE 10 MPH), 4.3 M
 KT1774'(14.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 M (1.0
 KT1774'FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1588 ***********************************************************************
 KT1588  DESIGNATION -  U 641
 KT1588  PID         -  KT1588
 KT1588  STATE/COUNTY-  CA/MENDOCINO
 KT1588  USGS QUAD   -  WESTPORT (1994)
 KT1588
 KT1588                         *CURRENT SURVEY CONTROL
 KT1588  ___________________________________________________________________
 KT1588* NAD 83(1986)-  39 39 36.     (N)    123 46 53.     (W)     SCALED    
 KT1588* NAVD 88     -         5.491  (meters)      18.02   (feet)  ADJUSTED  
 KT1588  ___________________________________________________________________
 KT1588  GEOID HEIGHT-         -30.70  (meters)                     GEOID09
 KT1588  DYNAMIC HT  -           5.488 (meters)      18.01  (feet)  COMP
 KT1588  MODELED GRAV-     980,118.4   (mgal)                       NAVD 88
 KT1588
 KT1588  VERT ORDER  -  FIRST     CLASS II
 KT1588
 KT1588.The horizontal coordinates were scaled from a topographic map and have
 KT1588.an estimated accuracy of +/- 6 seconds.
 KT1588.
 KT1588.The orthometric height was determined by differential leveling and
 KT1588.adjusted in June 1991.
 KT1588
 KT1588.The geoid height was determined by GEOID09.
 KT1588
 KT1588.The dynamic height is computed by dividing the NAVD 88
 KT1588.geopotential number by the normal gravity value computed on the
 KT1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1588.degrees latitude (g = 980.6199 gals.).
 KT1588
 KT1588.The modeled gravity was interpolated from observed gravity values.
 KT1588
 KT1588;                    North         East    Units  Estimated Accuracy
 KT1588;SPC CA 2     -   722,770.    1,847,140.      MT  (+/- 180 meters Scaled)
 KT1588
 KT1588                          SUPERSEDED SURVEY CONTROL
 KT1588
 KT1588  NGVD 29 (12/02/92)    4.589  (m)           15.06   (f) ADJUSTED    1 2
 KT1588
 KT1588.Superseded values are not recommended for survey control.
 KT1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1588.See file dsdata.txt to determine how the superseded data were derived.
 KT1588
 KT1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ329903(NAD 83)
 KT1588
 KT1588_MARKER: DB = BENCH MARK DISK
 KT1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 KT1588_SP_SET: CONCRETE POST
 KT1588_STAMPING: U 641 1942
 KT1588_MARK LOGO: CGS   
 KT1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 KT1588+STABILITY: SURFACE MOTION
 KT1588
 KT1588  HISTORY     - Date     Condition        Report By
 KT1588  HISTORY     - 1942     MONUMENTED       CGS
 KT1588  HISTORY     - 1988     MARK NOT FOUND   NGS
 KT1588  HISTORY     - 19880620 GOOD             NGS
 KT1588
 KT1588                          STATION DESCRIPTION
 KT1588
 KT1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 KT1588'2 MI N FROM WESTPORT.
 KT1588'2.0 MILES NORTH ALONG STATE HIGHWAY 1 FROM WESTPORT, MENDOCINO
 KT1588'COUNTY, 25 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET
 KT1588'NORTH OF THE NORTH END OF A WOODEN BRIDGE, AT THE CORNER OF A
 KT1588'PASTURE, INSIDE THE FENCE, AND NEAR A WHITE WOODEN WITNESS POST.
 KT1588'A STANDARD DISK, STAMPED U 641 1942 AND SET IN THE TOP OF A
 KT1588'CONCRETE POST.
 KT1588
 KT1588                          STATION RECOVERY (1988)
 KT1588
 KT1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1588'THERE IS A NEW BRIDGE AT THIS LOCATION.
 KT1588
 KT1588                          STATION RECOVERY (1988)
 KT1588
 KT1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1588'RECOVERED IN GOOD C0NDITION.  A NEW DESCRIPTION FOLLOWS.  3.0 KM
 KT1588'(1.85 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 KT1588'ABALONE STREET IN WESTPORT, THENCE 0.3 KM (0.20 MI) EASTERLY ALONG A
 KT1588'GRAVELED ROAD AND THE OLD HIGHWAY, 7.6 M (24.9 FT) WEST OF THE CENTER
 KT1588'OF THE OLD HIGHWAY, 0.6 M (2.0 FT) WEST OF A FENCE CORNER, 0.3 M (1.0
 KT1588'FT) NORTH OF A FENCE, LEVEL WITH THE OLD HIGHWAY, AND IN A CONCRETE
 KT1588'MONUMENT THAT PROJECTS 0.12 M (0.4 FT) ABOVE THE GROUND SURFACE.
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
 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
 LV0670 ***********************************************************************
 LV0670  DESIGNATION -  V 1401
 LV0670  PID         -  LV0670
 LV0670  STATE/COUNTY-  CA/HUMBOLDT
 LV0670  USGS QUAD   -  SCOTIA (1970)
 LV0670
 LV0670                         *CURRENT SURVEY CONTROL
 LV0670  ___________________________________________________________________
 LV0670* NAD 83(1986)-  40 28 21.     (N)    124 05 58.     (W)     SCALED    
 LV0670* NAVD 88     -        50.824  (meters)     166.75   (feet)  ADJUSTED  
 LV0670  ___________________________________________________________________
 LV0670  GEOID HEIGHT-         -30.78  (meters)                     GEOID09
 LV0670  DYNAMIC HT  -          50.799 (meters)     166.66  (feet)  COMP
 LV0670  MODELED GRAV-     980,126.8   (mgal)                       NAVD 88
 LV0670
 LV0670  VERT ORDER  -  FIRST     CLASS II
 LV0670
 LV0670.The horizontal coordinates were scaled from a topographic map and have
 LV0670.an estimated accuracy of +/- 6 seconds.
 LV0670.
 LV0670.The orthometric height was determined by differential leveling and
 LV0670.adjusted in December 1992.
 LV0670
 LV0670.The geoid height was determined by GEOID09.
 LV0670
 LV0670.The dynamic height is computed by dividing the NAVD 88
 LV0670.geopotential number by the normal gravity value computed on the
 LV0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0670.degrees latitude (g = 980.6199 gals.).
 LV0670
 LV0670.The modeled gravity was interpolated from observed gravity values.
 LV0670
 LV0670;                    North         East    Units  Estimated Accuracy
 LV0670;SPC CA 1     -   628,620.    1,821,990.      MT  (+/- 180 meters Scaled)
 LV0670
 LV0670                          SUPERSEDED SURVEY CONTROL
 LV0670
 LV0670  NAVD 88 (06/15/91)   50.880  (m)          166.93   (f) UNKNOWN     1 2
 LV0670  NGVD 29 (12/02/92)   49.849  (m)          163.55   (f) ADJUSTED    1 2
 LV0670
 LV0670.Superseded values are not recommended for survey control.
 LV0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0670.See file dsdata.txt to determine how the superseded data were derived.
 LV0670
 LV0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK068807(NAD 83)
 LV0670
 LV0670_MARKER: I = METAL ROD
 LV0670_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0670_SP_SET: STAINLESS STEEL ROD
 LV0670_STAMPING: V 1401 1988
 LV0670_MARK LOGO: NGS   
 LV0670_PROJECTION: PROJECTING 2 CENTIMETERS
 LV0670_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0670+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0670_ROD/PIPE-DEPTH: 9.8  meters
 LV0670
 LV0670  HISTORY     - Date     Condition        Report By
 LV0670  HISTORY     - 1988     MONUMENTED       NGS
 LV0670  HISTORY     - 19920728 GOOD             NGS
 LV0670
 LV0670                          STATION DESCRIPTION
 LV0670
 LV0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0670'17.4 KM (10.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0670'OVERPASS IN FORTUNA, 18.5 M (60.7 FT) WEST OF THE CENTERLINE OF THE
 LV0670'SOUTHBOUND LANES OF THE HIGHWAY, 10.9 M (35.8 FT) EAST OF THE
 LV0670'CENTERLINE OF MAIN STREET, 10.8 M (35.4 FT) SOUTHEAST OF A JOG IN A
 LV0670'FENCELINE, 6.7 M (22.0 FT) NORTHWEST OF A JOG IN A FENCELINE, 0.2 M
 LV0670'(0.7 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND LEVEL WITH THE
 LV0670'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LV0670'CAP.
 LV0670
 LV0670                          STATION RECOVERY (1992)
 LV0670
 LV0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0670'17.4 KM (10.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0670'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0670'18.5 M (60.7 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 LV0670'THE HIGHWAY, 10.9 M (35.8 FT) EAST OF AND LEVEL WITH THE CENTERLINE
 LV0670'OF MAIN STREET, 10.8 M (35.4 FT) SOUTHEAST OF A JOG IN A CHAIN-LINK
 LV0670'FENCE, 6.7 M (22.0 FT) NORTHWEST OF A JOG IN THE FENCE, AND 0.2 M
 LV0670'(0.7 FT) SOUTHWEST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE
 LV0670'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0637 ***********************************************************************
 LV0637  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0637  DESIGNATION -  V 1403
 LV0637  PID         -  LV0637
 LV0637  STATE/COUNTY-  CA/HUMBOLDT
 LV0637  USGS QUAD   -  EUREKA (1972)
 LV0637
 LV0637                         *CURRENT SURVEY CONTROL
 LV0637  ___________________________________________________________________
 LV0637* NAD 83(1986)-  40 45 59.     (N)    124 13 05.     (W)     SCALED    
 LV0637* NAVD 88     -         4.397  (meters)      14.43   (feet)  ADJUSTED  
 LV0637  ___________________________________________________________________
 LV0637  GEOID HEIGHT-         -30.90  (meters)                     GEOID09
 LV0637  DYNAMIC HT  -           4.395 (meters)      14.42  (feet)  COMP
 LV0637  MODELED GRAV-     980,203.5   (mgal)                       NAVD 88
 LV0637
 LV0637  VERT ORDER  -  FIRST     CLASS II
 LV0637
 LV0637.The horizontal coordinates were scaled from a topographic map and have
 LV0637.an estimated accuracy of +/- 6 seconds.
 LV0637.
 LV0637.The orthometric height was determined by differential leveling and
 LV0637.adjusted in June 1991.
 LV0637
 LV0637.This Tidal Bench Mark is designated as VM 1727
 LV0637.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0637
 LV0637.The geoid height was determined by GEOID09.
 LV0637
 LV0637.The dynamic height is computed by dividing the NAVD 88
 LV0637.geopotential number by the normal gravity value computed on the
 LV0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0637.degrees latitude (g = 980.6199 gals.).
 LV0637
 LV0637.The modeled gravity was interpolated from observed gravity values.
 LV0637
 LV0637;                    North         East    Units  Estimated Accuracy
 LV0637;SPC CA 1     -   661,490.    1,812,770.      MT  (+/- 180 meters Scaled)
 LV0637
 LV0637                          SUPERSEDED SURVEY CONTROL
 LV0637
 LV0637  NGVD 29 (12/02/92)    3.374  (m)           11.07   (f) ADJUSTED    1 2
 LV0637
 LV0637.Superseded values are not recommended for survey control.
 LV0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0637.See file dsdata.txt to determine how the superseded data were derived.
 LV0637
 LV0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL971135(NAD 83)
 LV0637
 LV0637_MARKER: I = METAL ROD
 LV0637_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LV0637_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LV0637_STAMPING: V 1403 1988
 LV0637_MARK LOGO: NGS   
 LV0637_PROJECTION: FLUSH
 LV0637_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0637_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0637+STABILITY: POSITION/ELEVATION WELL
 LV0637_ROD/PIPE-DEPTH: 19.5 meters
 LV0637_SLEEVE-DEPTH  : 5.0 meters
 LV0637
 LV0637  HISTORY     - Date     Condition        Report By
 LV0637  HISTORY     - 1988     MONUMENTED       NGS
 LV0637
 LV0637                          STATION DESCRIPTION
 LV0637
 LV0637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0637'19.1 KM (11.85 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE
 LV0637'JUNCTION WITH U.S. HIGHWAY 101 IN ARCATA, 12.3 M (40.4 FT)
 LV0637'NORTH-NORTHEAST OF THE NORTH CORNER OF A WOODEN DOCK, 10.2 M (33.5
 LV0637'FT) SOUTHEAST OF THE EAST CORNER OF THE U.S. COAST GUARD STATION,
 LV0637'6.7 M (22.0 FT) NORTHWEST OF THE SOUTHEAST EDGE OF A SEA WALL, 0.8 M
 LV0637'(2.6 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF AN ASPHALT WALKWAY, AND
 LV0637'LEVEL WITH THE WALKWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LV0637'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1775 ***********************************************************************
 KT1775  DESIGNATION -  V 1437
 KT1775  PID         -  KT1775
 KT1775  STATE/COUNTY-  CA/MENDOCINO
 KT1775  USGS QUAD   -  HALES GROVE (1994)
 KT1775
 KT1775                         *CURRENT SURVEY CONTROL
 KT1775  ___________________________________________________________________
 KT1775* NAD 83(1986)-  39 47 56.     (N)    123 49 14.     (W)     SCALED    
 KT1775* NAVD 88     -       100.331  (meters)     329.17   (feet)  ADJUSTED  
 KT1775  ___________________________________________________________________
 KT1775  GEOID HEIGHT-         -30.54  (meters)                     GEOID09
 KT1775  DYNAMIC HT  -         100.275 (meters)     328.99  (feet)  COMP
 KT1775  MODELED GRAV-     980,069.7   (mgal)                       NAVD 88
 KT1775
 KT1775  VERT ORDER  -  FIRST     CLASS II
 KT1775
 KT1775.The horizontal coordinates were scaled from a topographic map and have
 KT1775.an estimated accuracy of +/- 6 seconds.
 KT1775.
 KT1775.The orthometric height was determined by differential leveling and
 KT1775.adjusted in June 1991.
 KT1775
 KT1775.The geoid height was determined by GEOID09.
 KT1775
 KT1775.The dynamic height is computed by dividing the NAVD 88
 KT1775.geopotential number by the normal gravity value computed on the
 KT1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1775.degrees latitude (g = 980.6199 gals.).
 KT1775
 KT1775.The modeled gravity was interpolated from observed gravity values.
 KT1775
 KT1775;                    North         East    Units  Estimated Accuracy
 KT1775;SPC CA 2     -   738,260.    1,844,090.      MT  (+/- 180 meters Scaled)
 KT1775
 KT1775                          SUPERSEDED SURVEY CONTROL
 KT1775
 KT1775  NGVD 29 (12/02/92)   99.426  (m)          326.20   (f) ADJUSTED    1 2
 KT1775
 KT1775.Superseded values are not recommended for survey control.
 KT1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1775.See file dsdata.txt to determine how the superseded data were derived.
 KT1775
 KT1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK297057(NAD 83)
 KT1775
 KT1775_MARKER: I = METAL ROD
 KT1775_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 KT1775+WITH SETTING: INFORMATION.
 KT1775_SP_SET: METAL ROD DRIVEN INTO GROUND
 KT1775_STAMPING: V 1437 1988
 KT1775_MARK LOGO: NGS   
 KT1775_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 KT1775
 KT1775  HISTORY     - Date     Condition        Report By
 KT1775  HISTORY     - 1988     MONUMENTED       NGS
 KT1775
 KT1775                          STATION DESCRIPTION
 KT1775
 KT1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1775'20.3 KM (12.60 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1775'OF U.S. HIGHWAY 101 IN LEGGETT, A METAL ROD DRIVEN 2.4 METERS AND
 KT1775'FLUSH WITH THE GROUND, 30.0 M (98.4 FT) SOUTHWEST OF THE NORTHWEST
 KT1775'END OF PIPE CULVERT NUMBER 92.83, 10.1 M (33.1 FT) WEST OF THE
 KT1775'CENTERLINE OF THE HIGHWAY, 8.0 M (26.2 FT) NORTH OF THE CENTER OF A
 KT1775'GRAVELED ROAD LEADING NORTHWEST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 KT1775'THE HIGHWAY, AND 0.2 M (0.7 FT) EAST OF A WITNESS POST.  NOTE--ACCESS
 KT1775'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
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
 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
 LV0289 ***********************************************************************
 LV0289  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0289  DESIGNATION -  W 1087 RESET
 LV0289  PID         -  LV0289
 LV0289  STATE/COUNTY-  CA/HUMBOLDT
 LV0289  USGS QUAD   -  EUREKA (1972)
 LV0289
 LV0289                         *CURRENT SURVEY CONTROL
 LV0289  ___________________________________________________________________
 LV0289* NAD 83(1986)-  40 48 15.     (N)    124 07 34.     (W)     SCALED    
 LV0289* NAVD 88     -         1.810  (meters)       5.94   (feet)  ADJUSTED  
 LV0289  ___________________________________________________________________
 LV0289  GEOID HEIGHT-         -30.48  (meters)                     GEOID09
 LV0289  DYNAMIC HT  -           1.809 (meters)       5.94  (feet)  COMP
 LV0289  MODELED GRAV-     980,206.6   (mgal)                       NAVD 88
 LV0289
 LV0289  VERT ORDER  -  FIRST     CLASS II
 LV0289
 LV0289.The horizontal coordinates were scaled from a topographic map and have
 LV0289.an estimated accuracy of +/- 6 seconds.
 LV0289.
 LV0289.The orthometric height was determined by differential leveling and
 LV0289.adjusted in June 1991.
 LV0289
 LV0289.This Tidal Bench Mark is designated as VM 8743
 LV0289.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0289
 LV0289.The geoid height was determined by GEOID09.
 LV0289
 LV0289.The dynamic height is computed by dividing the NAVD 88
 LV0289.geopotential number by the normal gravity value computed on the
 LV0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0289.degrees latitude (g = 980.6199 gals.).
 LV0289
 LV0289.The modeled gravity was interpolated from observed gravity values.
 LV0289
 LV0289;                    North         East    Units  Estimated Accuracy
 LV0289;SPC CA 1     -   665,490.    1,820,630.      MT  (+/- 180 meters Scaled)
 LV0289
 LV0289                          SUPERSEDED SURVEY CONTROL
 LV0289
 LV0289  NGVD 29 (12/02/92)    0.797  (m)            2.61   (f) ADJUSTED    1 2
 LV0289
 LV0289.Superseded values are not recommended for survey control.
 LV0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0289.See file dsdata.txt to determine how the superseded data were derived.
 LV0289
 LV0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL050176(NAD 83)
 LV0289
 LV0289_MARKER: DB = BENCH MARK DISK
 LV0289_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0289_SP_SET: HEADWALL
 LV0289_STAMPING: W 1087 1967 RESET 1969
 LV0289_MARK LOGO: CADH  
 LV0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0289+STABILITY: SURFACE MOTION
 LV0289
 LV0289  HISTORY     - Date     Condition        Report By
 LV0289  HISTORY     - 1969     MONUMENTED       CADH
 LV0289  HISTORY     - 1969     GOOD             CGS
 LV0289  HISTORY     - 1974     GOOD
 LV0289  HISTORY     - 19880220 GOOD             NGS
 LV0289
 LV0289                          STATION DESCRIPTION
 LV0289
 LV0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 LV0289'NEAR EUREKA.
 LV0289'LOCATED NORTH OF EUREKA, ALONG THE REDWOOD HIGHWAY (U.S. HIGHWAY
 LV0289'101), 0.7 MILE NORTH OF THE HIGHWAY BRIDGE OVER EUREKA SLOUGH, AT
 LV0289'MILEPOST 80.57, 43 FEET EASTERLY OF THE WHITE STRIPE FOR THE
 LV0289'NORTH BOUND LANES, SET IN THE TOP OF A CULVERT HEADWALL.
 LV0289
 LV0289                          STATION RECOVERY (1974)
 LV0289
 LV0289'RECOVERED 1974
 LV0289'RECOVERED IN GOOD CONDITION.
 LV0289
 LV0289                          STATION RECOVERY (1988)
 LV0289
 LV0289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0289'RECOVERED IN GOOD CONDITION.
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
 LV0671 ***********************************************************************
 LV0671  DESIGNATION -  W 1401
 LV0671  PID         -  LV0671
 LV0671  STATE/COUNTY-  CA/HUMBOLDT
 LV0671  USGS QUAD   -  SCOTIA (1970)
 LV0671
 LV0671                         *CURRENT SURVEY CONTROL
 LV0671  ___________________________________________________________________
 LV0671* NAD 83(1986)-  40 27 40.     (N)    124 05 02.     (W)     SCALED    
 LV0671* NAVD 88     -        36.867  (meters)     120.95   (feet)  ADJUSTED  
 LV0671  ___________________________________________________________________
 LV0671  GEOID HEIGHT-         -30.73  (meters)                     GEOID09
 LV0671  DYNAMIC HT  -          36.848 (meters)     120.89  (feet)  COMP
 LV0671  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 LV0671
 LV0671  VERT ORDER  -  FIRST     CLASS II
 LV0671
 LV0671.The horizontal coordinates were scaled from a topographic map and have
 LV0671.an estimated accuracy of +/- 6 seconds.
 LV0671.
 LV0671.The orthometric height was determined by differential leveling and
 LV0671.adjusted in December 1992.
 LV0671
 LV0671.The geoid height was determined by GEOID09.
 LV0671
 LV0671.The dynamic height is computed by dividing the NAVD 88
 LV0671.geopotential number by the normal gravity value computed on the
 LV0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0671.degrees latitude (g = 980.6199 gals.).
 LV0671
 LV0671.The modeled gravity was interpolated from observed gravity values.
 LV0671
 LV0671;                    North         East    Units  Estimated Accuracy
 LV0671;SPC CA 1     -   627,330.    1,823,280.      MT  (+/- 180 meters Scaled)
 LV0671
 LV0671                          SUPERSEDED SURVEY CONTROL
 LV0671
 LV0671  NAVD 88 (06/15/91)   36.923  (m)          121.14   (f) UNKNOWN     1 2
 LV0671  NGVD 29 (12/02/92)   35.893  (m)          117.76   (f) ADJUSTED    1 2
 LV0671
 LV0671.Superseded values are not recommended for survey control.
 LV0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0671.See file dsdata.txt to determine how the superseded data were derived.
 LV0671
 LV0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK081795(NAD 83)
 LV0671
 LV0671_MARKER: I = METAL ROD
 LV0671_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0671_SP_SET: STAINLESS STEEL ROD
 LV0671_STAMPING: W 1401 1988
 LV0671_MARK LOGO: NGS   
 LV0671_PROJECTION: FLUSH
 LV0671_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0671+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0671_ROD/PIPE-DEPTH: 6.1  meters
 LV0671
 LV0671  HISTORY     - Date     Condition        Report By
 LV0671  HISTORY     - 1988     MONUMENTED       NGS
 LV0671  HISTORY     - 19920728 GOOD             NGS
 LV0671
 LV0671                          STATION DESCRIPTION
 LV0671
 LV0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0671'19.3 KM (12.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0671'OVERPASS IN FORTUNA, 15.9 M (52.2 FT) NORTHWEST OF THE CENTER OF THE
 LV0671'NORTH END OF A METAL CULVERT, 12.5 M (41.0 FT) NORTH OF THE
 LV0671'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 8.4 M (27.6 FT)
 LV0671'EAST OF THE CENTER OF A 1 BY 2 FOOT METAL ELECTRO-MATIC CONTROL BOX,
 LV0671'0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 LV0671'SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 LV0671'A 5-INCH LOGO CAP.
 LV0671
 LV0671                          STATION RECOVERY (1992)
 LV0671
 LV0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0671'19.3 KM (12.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0671'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0671'15.9 M (52.2 FT) NORTHWEST OF THE NORTH END OF A PIPE CULVERT AT
 LV0671'MILEPOST 49.75, 12.5 M (41.0 FT) NORTH OF THE CENTERLINE OF THE
 LV0671'NORTHBOUND LANES OF THE HIGHWAY, 8.4 M (27.6 FT) EAST OF THE CENTER
 LV0671'OF A ELECTRO-MATIC CONTROL BOX, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 LV0671'HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST. NOTE--ACCESS TO
 LV0671'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0629 ***********************************************************************
 LV0629  DESIGNATION -  W 1403
 LV0629  PID         -  LV0629
 LV0629  STATE/COUNTY-  CA/HUMBOLDT
 LV0629  USGS QUAD   -  EUREKA (1972)
 LV0629
 LV0629                         *CURRENT SURVEY CONTROL
 LV0629  ___________________________________________________________________
 LV0629* NAD 83(1986)-  40 49 10.6    (N)    124 11 26.3    (W)     HD_HELD2  
 LV0629* NAVD 88     -         7.799  (meters)      25.59   (feet)  ADJUSTED  
 LV0629  ___________________________________________________________________
 LV0629  GEOID HEIGHT-         -30.73  (meters)                     GEOID09
 LV0629  DYNAMIC HT  -           7.795 (meters)      25.57  (feet)  COMP
 LV0629  MODELED GRAV-     980,211.8   (mgal)                       NAVD 88
 LV0629
 LV0629  VERT ORDER  -  FIRST     CLASS II
 LV0629
 LV0629.The horizontal coordinates were established by autonomous hand held GPS
 LV0629.observations and have an estimated accuracy of +/- 10 meters.
 LV0629.
 LV0629.The orthometric height was determined by differential leveling and
 LV0629.adjusted in June 1991.
 LV0629
 LV0629.The geoid height was determined by GEOID09.
 LV0629
 LV0629.The dynamic height is computed by dividing the NAVD 88
 LV0629.geopotential number by the normal gravity value computed on the
 LV0629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0629.degrees latitude (g = 980.6199 gals.).
 LV0629
 LV0629.The modeled gravity was interpolated from observed gravity values.
 LV0629
 LV0629;                    North         East    Units  Estimated Accuracy
 LV0629;SPC CA 1     -   667,342.    1,815,227.      MT  (+/- 10 meters HH2 GPS)
 LV0629
 LV0629                          SUPERSEDED SURVEY CONTROL
 LV0629
 LV0629  NGVD 29 (12/02/92)    6.776  (m)           22.23   (f) ADJUSTED    1 2
 LV0629
 LV0629.Superseded values are not recommended for survey control.
 LV0629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0629.See file dsdata.txt to determine how the superseded data were derived.
 LV0629
 LV0629_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL9959119414(NAD 83)
 LV0629
 LV0629_MARKER: I = METAL ROD
 LV0629_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0629_SP_SET: STAINLESS STEEL ROD
 LV0629_STAMPING: W 1403 1988
 LV0629_MARK LOGO: NGS   
 LV0629_PROJECTION: FLUSH
 LV0629_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0629_ROD/PIPE-DEPTH: 15.9 meters
 LV0629
 LV0629  HISTORY     - Date     Condition        Report By
 LV0629  HISTORY     - 1988     MONUMENTED       NGS
 LV0629
 LV0629                          STATION DESCRIPTION
 LV0629
 LV0629'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0629'12.5 KM (7.75 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE
 LV0629'JUNCTION WITH U.S. HIGHWAY 101 IN ARCATA, 1.1 KM (0.70 MI) NORTHEAST
 LV0629'OF THE INTERSECTION OF LP DRIVE, 87.3 M (286.4 FT) SOUTHWEST OF THE
 LV0629'CENTER OF A WIRE GATE, 13.7 M (44.9 FT) SOUTHEAST OF THE CENTERLINE
 LV0629'OF THE HIGHWAY, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST AND FENCE,
 LV0629'AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO
 LV0629'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1776 ***********************************************************************
 KT1776  DESIGNATION -  W 1437
 KT1776  PID         -  KT1776
 KT1776  STATE/COUNTY-  CA/MENDOCINO
 KT1776  USGS QUAD   -  HALES GROVE (1994)
 KT1776
 KT1776                         *CURRENT SURVEY CONTROL
 KT1776  ___________________________________________________________________
 KT1776* NAD 83(1986)-  39 47 33.     (N)    123 49 00.     (W)     SCALED    
 KT1776* NAVD 88     -        78.321  (meters)     256.96   (feet)  ADJUSTED  
 KT1776  ___________________________________________________________________
 KT1776  GEOID HEIGHT-         -30.54  (meters)                     GEOID09
 KT1776  DYNAMIC HT  -          78.277 (meters)     256.81  (feet)  COMP
 KT1776  MODELED GRAV-     980,069.8   (mgal)                       NAVD 88
 KT1776
 KT1776  VERT ORDER  -  FIRST     CLASS II
 KT1776
 KT1776.The horizontal coordinates were scaled from a topographic map and have
 KT1776.an estimated accuracy of +/- 6 seconds.
 KT1776.
 KT1776.The orthometric height was determined by differential leveling and
 KT1776.adjusted in June 1991.
 KT1776
 KT1776.The geoid height was determined by GEOID09.
 KT1776
 KT1776.The dynamic height is computed by dividing the NAVD 88
 KT1776.geopotential number by the normal gravity value computed on the
 KT1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1776.degrees latitude (g = 980.6199 gals.).
 KT1776
 KT1776.The modeled gravity was interpolated from observed gravity values.
 KT1776
 KT1776;                    North         East    Units  Estimated Accuracy
 KT1776;SPC CA 2     -   737,540.    1,844,410.      MT  (+/- 180 meters Scaled)
 KT1776
 KT1776                          SUPERSEDED SURVEY CONTROL
 KT1776
 KT1776  NGVD 29 (12/02/92)   77.415  (m)          253.99   (f) ADJUSTED    1 2
 KT1776
 KT1776.Superseded values are not recommended for survey control.
 KT1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1776.See file dsdata.txt to determine how the superseded data were derived.
 KT1776
 KT1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK300050(NAD 83)
 KT1776
 KT1776_MARKER: I = METAL ROD
 KT1776_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1776_SP_SET: STAINLESS STEEL ROD
 KT1776_STAMPING: W 1437 1988
 KT1776_MARK LOGO: NGS   
 KT1776_PROJECTION: PROJECTING 4 CENTIMETERS
 KT1776_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1776+STABILITY: POSITION/ELEVATION WELL
 KT1776_ROD/PIPE-DEPTH: 9.7  meters
 KT1776
 KT1776  HISTORY     - Date     Condition        Report By
 KT1776  HISTORY     - 1988     MONUMENTED       NGS
 KT1776
 KT1776                          STATION DESCRIPTION
 KT1776
 KT1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1776'21.2 KM (13.15 MI) SOUTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1776'OF U.S. HIGHWAY 101 IN LEGGETT, 46.1 M (151.2 FT) NORTH OF THE EAST
 KT1776'END OF PIPE CULVERT NUMBER 92.23, 9.7 M (31.8 FT) EAST OF THE
 KT1776'CENTERLINE OF THE HIGHWAY, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 KT1776'WIGHWAY, AND 0.2 M (0.7 FT) ) WEST OF A WITNESS POST.  NOTE--ACCESS
 KT1776'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
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
 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
 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
 LV0293 ***********************************************************************
 LV0293  DESIGNATION -  X 1087 RESET
 LV0293  PID         -  LV0293
 LV0293  STATE/COUNTY-  CA/HUMBOLDT
 LV0293  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0293
 LV0293                         *CURRENT SURVEY CONTROL
 LV0293  ___________________________________________________________________
 LV0293* NAD 83(1986)-  40 48 47.     (N)    124 06 22.     (W)     SCALED    
 LV0293* NAVD 88     -         1.809  (meters)       5.94   (feet)  ADJUSTED  
 LV0293  ___________________________________________________________________
 LV0293  GEOID HEIGHT-         -30.38  (meters)                     GEOID09
 LV0293  DYNAMIC HT  -           1.808 (meters)       5.93  (feet)  COMP
 LV0293  MODELED GRAV-     980,208.1   (mgal)                       NAVD 88
 LV0293
 LV0293  VERT ORDER  -  FIRST     CLASS II
 LV0293
 LV0293.The horizontal coordinates were scaled from a topographic map and have
 LV0293.an estimated accuracy of +/- 6 seconds.
 LV0293.
 LV0293.The orthometric height was determined by differential leveling and
 LV0293.adjusted in June 1991.
 LV0293
 LV0293.The geoid height was determined by GEOID09.
 LV0293
 LV0293.The dynamic height is computed by dividing the NAVD 88
 LV0293.geopotential number by the normal gravity value computed on the
 LV0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0293.degrees latitude (g = 980.6199 gals.).
 LV0293
 LV0293.The modeled gravity was interpolated from observed gravity values.
 LV0293
 LV0293;                    North         East    Units  Estimated Accuracy
 LV0293;SPC CA 1     -   666,440.    1,822,340.      MT  (+/- 180 meters Scaled)
 LV0293
 LV0293                          SUPERSEDED SURVEY CONTROL
 LV0293
 LV0293  NGVD 29 (12/02/92)    0.794  (m)            2.61   (f) ADJUSTED    1 2
 LV0293
 LV0293.Superseded values are not recommended for survey control.
 LV0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0293.See file dsdata.txt to determine how the superseded data were derived.
 LV0293
 LV0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL067185(NAD 83)
 LV0293
 LV0293_MARKER: DB = BENCH MARK DISK
 LV0293_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0293_SP_SET: HEADWALL
 LV0293_STAMPING: X 1087 1967 RESET 1969
 LV0293_MARK LOGO: CADH  
 LV0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0293+STABILITY: SURFACE MOTION
 LV0293
 LV0293  HISTORY     - Date     Condition        Report By
 LV0293  HISTORY     - 1969     MONUMENTED       CADH
 LV0293  HISTORY     - 19880220 GOOD             NGS
 LV0293
 LV0293                          STATION DESCRIPTION
 LV0293
 LV0293'DESCRIBED BY CA DIV OF HIGHWAYS 1969
 LV0293'NEAR EUREKA.
 LV0293'LOCATED NORTH OF EUREKA, ALONG THE REDWOOD HIGHWAY (U.S. HIGHWAY
 LV0293'101), 2 MILES NORTH OF THE BRIDGE OVER EUREKA SLOUGH, AT MILEPOST
 LV0293'81.85, 70 FEET EASTERLY OF THE WHITE STRIPE FOR THE NORTH BOUND
 LV0293'LANES, IN THE SOUTHWESTERLY PARPET WALL FOR A DOUBLE 5 FT X 4
 LV0293'FT CONCRETE BOX CULVERT CARRYING A ROAD APPROACH OVER A DRAINAGE
 LV0293'CHANNEL, OPPOSITE GATE TO ARCATA REDWOOD CO.
 LV0293
 LV0293                          STATION RECOVERY (1988)
 LV0293
 LV0293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0293'RECOVERED IN GOOD CONDITION.
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
 LV0672 ***********************************************************************
 LV0672  DESIGNATION -  X 1401
 LV0672  PID         -  LV0672
 LV0672  STATE/COUNTY-  CA/HUMBOLDT
 LV0672  USGS QUAD   -  SCOTIA (1970)
 LV0672
 LV0672                         *CURRENT SURVEY CONTROL
 LV0672  ___________________________________________________________________
 LV0672* NAD 83(1986)-  40 27 18.     (N)    124 03 56.     (W)     SCALED    
 LV0672* NAVD 88     -        50.071  (meters)     164.27   (feet)  ADJUSTED  
 LV0672  ___________________________________________________________________
 LV0672  GEOID HEIGHT-         -30.70  (meters)                     GEOID09
 LV0672  DYNAMIC HT  -          50.045 (meters)     164.19  (feet)  COMP
 LV0672  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 LV0672
 LV0672  VERT ORDER  -  FIRST     CLASS II
 LV0672
 LV0672.The horizontal coordinates were scaled from a topographic map and have
 LV0672.an estimated accuracy of +/- 6 seconds.
 LV0672.
 LV0672.The orthometric height was determined by differential leveling and
 LV0672.adjusted in December 1992.
 LV0672
 LV0672.The geoid height was determined by GEOID09.
 LV0672
 LV0672.The dynamic height is computed by dividing the NAVD 88
 LV0672.geopotential number by the normal gravity value computed on the
 LV0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0672.degrees latitude (g = 980.6199 gals.).
 LV0672
 LV0672.The modeled gravity was interpolated from observed gravity values.
 LV0672
 LV0672;                    North         East    Units  Estimated Accuracy
 LV0672;SPC CA 1     -   626,610.    1,824,820.      MT  (+/- 180 meters Scaled)
 LV0672
 LV0672                          SUPERSEDED SURVEY CONTROL
 LV0672
 LV0672  NAVD 88 (06/15/91)   50.219  (m)          164.76   (f) UNKNOWN     1 2
 LV0672  NGVD 29 (12/02/92)   49.099  (m)          161.09   (f) ADJUSTED    1 2
 LV0672
 LV0672.Superseded values are not recommended for survey control.
 LV0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0672.See file dsdata.txt to determine how the superseded data were derived.
 LV0672
 LV0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK096788(NAD 83)
 LV0672
 LV0672_MARKER: DV = VERTICAL CONTROL DISK
 LV0672_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0672_SP_SET: ABUTMENT
 LV0672_STAMPING: X 1401 1988
 LV0672_MARK LOGO: NGS   
 LV0672_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0672+STABILITY: POSITION/ELEVATION WELL
 LV0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0672+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0672
 LV0672  HISTORY     - Date     Condition        Report By
 LV0672  HISTORY     - 1988     MONUMENTED       NGS
 LV0672  HISTORY     - 19920728 GOOD             NGS
 LV0672
 LV0672                          STATION DESCRIPTION
 LV0672
 LV0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0672'21.0 KM (13.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0672'OVERPASS IN FORTUNA, IN THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 LV0672'ABUTMENT OF A HIGHWAY BRIDGE SPANNING THE EEL RIVER, 6.0 M (19.7 FT)
 LV0672'NORTHWEST OF THE SOUTHEAST END OF A CONCRETE GUARDRAIL, 5.1 M (16.7
 LV0672'FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 LV0672'HIGHWAY, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.1 M
 LV0672'(0.3 FT) NORTHEAST OF THE SOUTHWEST FACE OF THE ABUTMENT.
 LV0672
 LV0672                          STATION RECOVERY (1992)
 LV0672
 LV0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0672'21.0 KM (13.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0672'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0672'NEAR THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A
 LV0672'HIGHWAY BRIDGE SPANNING THE EEL RIVER, 6.0 M (19.7 FT) NORTHWEST OF
 LV0672'THE SOUTHEAST END OF A GUARDRAIL, 5.1 M (16.7 FT) SOUTHWEST OF THE
 LV0672'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT)
 LV0672'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.1 M (0.3 FT) NORTHEAST OF THE
 LV0672'SOUTHWEST FACE OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0628 ***********************************************************************
 LV0628  DESIGNATION -  X 1403
 LV0628  PID         -  LV0628
 LV0628  STATE/COUNTY-  CA/HUMBOLDT
 LV0628  USGS QUAD   -  EUREKA (1972)
 LV0628
 LV0628                         *CURRENT SURVEY CONTROL
 LV0628  ___________________________________________________________________
 LV0628* NAD 83(2007)-  40 50 28.08691(N)    124 10 05.65556(W)     ADJUSTED  
 LV0628* NAVD 88     -         4.890  (meters)      16.04   (feet)  ADJUSTED  
 LV0628  ___________________________________________________________________
 LV0628  EPOCH DATE  -        2007.00
 LV0628  X           -  -2,713,842.596 (meters)                     COMP
 LV0628  Y           -  -3,998,063.823 (meters)                     COMP
 LV0628  Z           -   4,149,075.533 (meters)                     COMP
 LV0628  LAPLACE CORR-           8.25  (seconds)                    DEFLEC09
 LV0628  ELLIP HEIGHT-         -25.721 (meters)          (02/10/07) ADJUSTED
 LV0628  GEOID HEIGHT-         -30.62  (meters)                     GEOID09
 LV0628  DYNAMIC HT  -           4.888 (meters)      16.04  (feet)  COMP
 LV0628
 LV0628  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV0628  Type    PID    Designation                      North   East  Ellip
 LV0628  -------------------------------------------------------------------
 LV0628  NETWORK LV0628 X 1403                            1.43   1.29   3.25
 LV0628  -------------------------------------------------------------------
 LV0628  MODELED GRAV-     980,211.4   (mgal)                       NAVD 88
 LV0628
 LV0628  VERT ORDER  -  FIRST     CLASS II
 LV0628
 LV0628.The horizontal coordinates were established by GPS observations
 LV0628.and adjusted by the National Geodetic Survey in February 2007.
 LV0628
 LV0628.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV0628.See National Readjustment for more information. 
 LV0628
 LV0628.The horizontal coordinates are valid at the epoch date displayed above
 LV0628.which is a decimal equivalence of Year/Month/Day.
 LV0628
 LV0628.The orthometric height was determined by differential leveling and
 LV0628.adjusted in June 1991.
 LV0628
 LV0628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV0628
 LV0628.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0628
 LV0628.The ellipsoidal height was determined by GPS observations
 LV0628.and is referenced to NAD 83.
 LV0628
 LV0628.The geoid height was determined by GEOID09.
 LV0628
 LV0628.The dynamic height is computed by dividing the NAVD 88
 LV0628.geopotential number by the normal gravity value computed on the
 LV0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0628.degrees latitude (g = 980.6199 gals.).
 LV0628
 LV0628.The modeled gravity was interpolated from observed gravity values.
 LV0628
 LV0628;                    North         East     Units Scale Factor Converg.
 LV0628;SPC CA 1     -   669,684.149 1,817,175.539   MT  0.99989464   -1 25 04.0
 LV0628;SPC CA 1     - 2,197,122.08  5,961,850.08   sFT  0.99989464   -1 25 04.0
 LV0628;UTM  10      - 4,521,778.477   401,512.896   MT  0.99971939   -0 45 50.6
 LV0628
 LV0628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0628!SPC CA 1     -   1.00000403  x   0.99989464  =   0.99989867
 LV0628!UTM  10      -   1.00000403  x   0.99971939  =   0.99972342
 LV0628
 LV0628                          SUPERSEDED SURVEY CONTROL
 LV0628
 LV0628  NAD 83(1998)-  40 50 28.08519(N)    124 10 05.65560(W) AD(2004.69) B
 LV0628  ELLIP H (09/28/05)  -25.724  (m)                       GP(2004.69) 4 1
 LV0628  NAVD 88 (09/28/05)    4.9    (m)           16.     (f) GPS OBS        
 LV0628  NGVD 29 (12/02/92)    3.867  (m)           12.69   (f) ADJUSTED    1 2
 LV0628
 LV0628.Superseded values are not recommended for survey control.
 LV0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0628.See file dsdata.txt to determine how the superseded data were derived.
 LV0628
 LV0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL0151221778(NAD 83)
 LV0628
 LV0628_MARKER: I = METAL ROD
 LV0628_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0628_SP_SET: STAINLESS STEEL ROD
 LV0628_STAMPING: X 1403 1988
 LV0628_MARK LOGO: NGS   
 LV0628_PROJECTION: RECESSED 5 CENTIMETERS
 LV0628_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0628+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2010
 LV0628_ROD/PIPE-DEPTH: 19.1 meters
 LV0628_SLEEVE-DEPTH  : 1 meters
 LV0628
 LV0628  HISTORY     - Date     Condition        Report By
 LV0628  HISTORY     - 1988     MONUMENTED       NGS
 LV0628  HISTORY     - 20041001 GOOD             CADT
 LV0628  HISTORY     - 20100921 GOOD             WOOLPT
 LV0628
 LV0628                          STATION DESCRIPTION
 LV0628
 LV0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0628'9.2 KM (5.70 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE
 LV0628'JUNCTION WITH U.S. HIGHWAY 101 IN ARCATA, ON TOP OF A SMALL KNOLL,
 LV0628'11.3 M (37.1 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 7.4 M
 LV0628'(24.3 FT) NORTHWEST OF THE NEAR RAIL OF THE NORTHWESTERN PACIFIC
 LV0628'RAILROAD, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 LV0628'(1.0 FT) NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 LV0628'POINT IS THROUGH A 5-INCH LOGO CAP.
 LV0628
 LV0628                          STATION RECOVERY (2004)
 LV0628
 LV0628'RECOVERY NOTE BY CALTRANS 2004 (WGV)
 LV0628'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004.  THIS STATION WAS
 LV0628'OCCUPIED AS PART OF  THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION
 LV0628'SURVEY OF 2004.
 LV0628
 LV0628                          STATION RECOVERY (2010)
 LV0628
 LV0628'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (DJK)
 LV0628'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1778 ***********************************************************************
 KT1778  DESIGNATION -  X 1437
 KT1778  PID         -  KT1778
 KT1778  STATE/COUNTY-  CA/MENDOCINO
 KT1778  USGS QUAD   -  HALES GROVE (1994)
 KT1778
 KT1778                         *CURRENT SURVEY CONTROL
 KT1778  ___________________________________________________________________
 KT1778* NAD 83(1986)-  39 46 39.     (N)    123 49 58.     (W)     SCALED    
 KT1778* NAVD 88     -        38.468  (meters)     126.21   (feet)  ADJUSTED  
 KT1778  ___________________________________________________________________
 KT1778  GEOID HEIGHT-         -30.64  (meters)                     GEOID09
 KT1778  DYNAMIC HT  -          38.449 (meters)     126.14  (feet)  COMP
 KT1778  MODELED GRAV-     980,119.3   (mgal)                       NAVD 88
 KT1778
 KT1778  VERT ORDER  -  FIRST     CLASS II
 KT1778
 KT1778.The horizontal coordinates were scaled from a topographic map and have
 KT1778.an estimated accuracy of +/- 6 seconds.
 KT1778.
 KT1778.The orthometric height was determined by differential leveling and
 KT1778.adjusted in June 1991.
 KT1778
 KT1778.The geoid height was determined by GEOID09.
 KT1778
 KT1778.The dynamic height is computed by dividing the NAVD 88
 KT1778.geopotential number by the normal gravity value computed on the
 KT1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1778.degrees latitude (g = 980.6199 gals.).
 KT1778
 KT1778.The modeled gravity was interpolated from observed gravity values.
 KT1778
 KT1778;                    North         East    Units  Estimated Accuracy
 KT1778;SPC CA 2     -   735,910.    1,843,000.      MT  (+/- 180 meters Scaled)
 KT1778
 KT1778                          SUPERSEDED SURVEY CONTROL
 KT1778
 KT1778  NGVD 29 (12/02/92)   37.566  (m)          123.25   (f) ADJUSTED    1 2
 KT1778
 KT1778.Superseded values are not recommended for survey control.
 KT1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1778.See file dsdata.txt to determine how the superseded data were derived.
 KT1778
 KT1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK286033(NAD 83)
 KT1778
 KT1778_MARKER: I = METAL ROD
 KT1778_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1778_SP_SET: STAINLESS STEEL ROD
 KT1778_STAMPING: X 1437 1988
 KT1778_MARK LOGO: NGS   
 KT1778_PROJECTION: FLUSH
 KT1778_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1778+STABILITY: POSITION/ELEVATION WELL
 KT1778_ROD/PIPE-DEPTH: 5.2  meters
 KT1778
 KT1778  HISTORY     - Date     Condition        Report By
 KT1778  HISTORY     - 1988     MONUMENTED       NGS
 KT1778
 KT1778                          STATION DESCRIPTION
 KT1778
 KT1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1778'20.4 KM (12.70 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1778'OF ABALONE STREET IN WESTPORT, 60.0 M (196.8 FT) NORTH-NORTHWEST OF
 KT1778'THE NORTHWEST CORNER OF A BRIDGE SPANNING COTTONEVA CREEK, 26.0 M
 KT1778'(85.3 FT) EAST-NORTHEAST OF THE CENTER OF A METAL GATE, 18.6 M (61.0
 KT1778'FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 9.6 M (31.5 FT) NORTH OF
 KT1778'THE CENTER OF A PRIVATE ROAD LEADING WEST, 0.3 M (1.0 FT) BELOW THE
 KT1778'LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) SOUTH OF A WITNESS POST AND
 KT1778'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
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
 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
 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
 LV0295 ***********************************************************************
 LV0295  DESIGNATION -  Y 1087 RESET
 LV0295  PID         -  LV0295
 LV0295  STATE/COUNTY-  CA/HUMBOLDT
 LV0295  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0295
 LV0295                         *CURRENT SURVEY CONTROL
 LV0295  ___________________________________________________________________
 LV0295* NAD 83(1986)-  40 49 26.     (N)    124 05 12.     (W)     SCALED    
 LV0295* NAVD 88     -         1.844  (meters)       6.05   (feet)  ADJUSTED  
 LV0295  ___________________________________________________________________
 LV0295  GEOID HEIGHT-         -30.27  (meters)                     GEOID09
 LV0295  DYNAMIC HT  -           1.844 (meters)       6.05  (feet)  COMP
 LV0295  MODELED GRAV-     980,206.0   (mgal)                       NAVD 88
 LV0295
 LV0295  VERT ORDER  -  FIRST     CLASS II
 LV0295
 LV0295.The horizontal coordinates were scaled from a topographic map and have
 LV0295.an estimated accuracy of +/- 6 seconds.
 LV0295.
 LV0295.The orthometric height was determined by differential leveling and
 LV0295.adjusted in June 1991.
 LV0295
 LV0295.The geoid height was determined by GEOID09.
 LV0295
 LV0295.The dynamic height is computed by dividing the NAVD 88
 LV0295.geopotential number by the normal gravity value computed on the
 LV0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0295.degrees latitude (g = 980.6199 gals.).
 LV0295
 LV0295.The modeled gravity was interpolated from observed gravity values.
 LV0295
 LV0295;                    North         East    Units  Estimated Accuracy
 LV0295;SPC CA 1     -   667,600.    1,824,010.      MT  (+/- 180 meters Scaled)
 LV0295
 LV0295                          SUPERSEDED SURVEY CONTROL
 LV0295
 LV0295  NGVD 29 (12/02/92)    0.827  (m)            2.71   (f) ADJUSTED    1 2
 LV0295
 LV0295.Superseded values are not recommended for survey control.
 LV0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0295.See file dsdata.txt to determine how the superseded data were derived.
 LV0295
 LV0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL083197(NAD 83)
 LV0295
 LV0295_MARKER: DB = BENCH MARK DISK
 LV0295_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0295_SP_SET: HEADWALL
 LV0295_STAMPING: Y 1087 1967 RESET 1969
 LV0295_MARK LOGO: CADH  
 LV0295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0295+STABILITY: SURFACE MOTION
 LV0295
 LV0295  HISTORY     - Date     Condition        Report By
 LV0295  HISTORY     - 1969     MONUMENTED       CADH
 LV0295  HISTORY     - 19880220 GOOD             NGS
 LV0295
 LV0295                          STATION DESCRIPTION
 LV0295
 LV0295'DESCRIBED BY CA DIV OF HIGHWAYS 1969
 LV0295'NEAR EUREKA.
 LV0295'LOCATED NORTH OF EUREKA ALONG THE REDWOOD HIGHWAY (U.S. HIGHWAY
 LV0295'101), 3.2 MILES NORTH OF THE HIGHWAY BRIDGE OVER EUREKA SLOUGH,
 LV0295'AT MILEPOST 83.13, 49 FEET EASTERLY OF THE WHITE STRIPE FOR THE
 LV0295'NORTH BOUND LANES, IN THE TOP OF A CULVERT HEADWALL.
 LV0295
 LV0295                          STATION RECOVERY (1988)
 LV0295
 LV0295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0295'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
 LV0673 ***********************************************************************
 LV0673  DESIGNATION -  Y 1401
 LV0673  PID         -  LV0673
 LV0673  STATE/COUNTY-  CA/HUMBOLDT
 LV0673  USGS QUAD   -  SCOTIA (1970)
 LV0673
 LV0673                         *CURRENT SURVEY CONTROL
 LV0673  ___________________________________________________________________
 LV0673* NAD 83(2007)-  40 27 14.13984(N)    124 02 52.79728(W)     ADJUSTED  
 LV0673* NAVD 88     -        45.536  (meters)     149.40   (feet)  ADJUSTED  
 LV0673  ___________________________________________________________________
 LV0673  EPOCH DATE  -        2007.00
 LV0673  X           -  -2,721,145.689 (meters)                     COMP
 LV0673  Y           -  -4,026,983.216 (meters)                     COMP
 LV0673  Z           -   4,116,477.945 (meters)                     COMP
 LV0673  LAPLACE CORR-           2.33  (seconds)                    DEFLEC09
 LV0673  ELLIP HEIGHT-          14.887 (meters)          (02/10/07) ADJUSTED
 LV0673  GEOID HEIGHT-         -30.68  (meters)                     GEOID09
 LV0673  DYNAMIC HT  -          45.513 (meters)     149.32  (feet)  COMP
 LV0673
 LV0673  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV0673  Type    PID    Designation                      North   East  Ellip
 LV0673  -------------------------------------------------------------------
 LV0673  NETWORK LV0673 Y 1401                            1.92   1.98   5.15
 LV0673  -------------------------------------------------------------------
 LV0673  MODELED GRAV-     980,128.0   (mgal)                       NAVD 88
 LV0673
 LV0673  VERT ORDER  -  FIRST     CLASS II
 LV0673
 LV0673.The horizontal coordinates were established by GPS observations
 LV0673.and adjusted by the National Geodetic Survey in February 2007.
 LV0673
 LV0673.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV0673.See National Readjustment for more information. 
 LV0673
 LV0673.The horizontal coordinates are valid at the epoch date displayed above
 LV0673.which is a decimal equivalence of Year/Month/Day.
 LV0673
 LV0673.The orthometric height was determined by differential leveling and
 LV0673.adjusted in December 1992.
 LV0673
 LV0673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV0673
 LV0673.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0673
 LV0673.The ellipsoidal height was determined by GPS observations
 LV0673.and is referenced to NAD 83.
 LV0673
 LV0673.The geoid height was determined by GEOID09.
 LV0673
 LV0673.The dynamic height is computed by dividing the NAVD 88
 LV0673.geopotential number by the normal gravity value computed on the
 LV0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0673.degrees latitude (g = 980.6199 gals.).
 LV0673
 LV0673.The modeled gravity was interpolated from observed gravity values.
 LV0673
 LV0673;                    North         East     Units Scale Factor Converg.
 LV0673;SPC CA 1     -   626,457.919 1,826,307.273   MT  0.99991664   -1 20 21.0
 LV0673;SPC CA 1     - 2,055,304.02  5,991,809.78   sFT  0.99991664   -1 20 21.0
 LV0673;UTM  10      - 4,478,668.075   411,137.468   MT  0.99969720   -0 40 48.1
 LV0673
 LV0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0673!SPC CA 1     -   0.99999766  x   0.99991664  =   0.99991430
 LV0673!UTM  10      -   0.99999766  x   0.99969720  =   0.99969487
 LV0673
 LV0673                          SUPERSEDED SURVEY CONTROL
 LV0673
 LV0673  NAD 83(1998)-  40 27 14.13814(N)    124 02 52.79610(W) AD(2004.69) B
 LV0673  ELLIP H (09/28/05)   14.889  (m)                       GP(2004.69) 4 1
 LV0673  NAVD 88 (09/28/05)   45.5    (m)          149.     (f) GPS OBS        
 LV0673  NAVD 88 (06/15/91)   45.587  (m)          149.56   (f) UNKNOWN     1 2
 LV0673  NGVD 29 (12/02/92)   44.565  (m)          146.21   (f) ADJUSTED    1 2
 LV0673
 LV0673.Superseded values are not recommended for survey control.
 LV0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0673.See file dsdata.txt to determine how the superseded data were derived.
 LV0673
 LV0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK1113778668(NAD 83)
 LV0673
 LV0673_MARKER: I = METAL ROD
 LV0673_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0673_SP_SET: STAINLESS STEEL ROD
 LV0673_STAMPING: Y 1401 1988
 LV0673_MARK LOGO: NGS   
 LV0673_PROJECTION: FLUSH
 LV0673_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0673+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 LV0673_ROD/PIPE-DEPTH: 5.80 meters
 LV0673
 LV0673  HISTORY     - Date     Condition        Report By
 LV0673  HISTORY     - 1988     MONUMENTED       NGS
 LV0673  HISTORY     - 19920728 GOOD             NGS
 LV0673  HISTORY     - 20040901 GOOD             CADT
 LV0673
 LV0673                          STATION DESCRIPTION
 LV0673
 LV0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0673'22.6 KM (14.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0673'OVERPASS IN FORTUNA, 1.1 KM (0.70 MI) EAST OF THE STAFFORD ROAD
 LV0673'OVERPASS, 32.0 M (105.0 FT) SOUTHWEST OF UTILITY POLE NUMBER 3419,
 LV0673'18.5 M (60.7 FT) NORTH OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 LV0673'THE HIGHWAY, 8.2 M (26.9 FT) SOUTH OF THE CENTERLINE OF NORTH ROAD,
 LV0673'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 LV0673'SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 LV0673'A 5-INCH LOGO CAP.
 LV0673
 LV0673                          STATION RECOVERY (1992)
 LV0673
 LV0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0673'22.6 KM (14.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0673'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0673'1.1 KM (0.70 MI) EAST OF THE INTERSECTION OF STAFFORD ROAD, 32.0 M
 LV0673'(105.0 FT) SOUTHWEST OF UTILITY POLE NUMBER 3419, 18.5 M (60.7 FT)
 LV0673'NORTH OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 8.2 M
 LV0673'(26.9 FT) SOUTH OF THE CENTERLINE OF NORTH ROAD, 1.0 M (3.3 FT) BELOW
 LV0673'THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST
 LV0673'AND CHAIN-LINK FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LV0673'5-INCH LOGO CAP.
 LV0673
 LV0673                          STATION RECOVERY (2004)
 LV0673
 LV0673'RECOVERY NOTE BY CALTRANS 2004 (GN)
 LV0673'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004.  THIS STATION WAS
 LV0673'OCCUPIED AS PART OF  THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION
 LV0673'SURVEY OF 2004.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0627 ***********************************************************************
 LV0627  DESIGNATION -  Y 1403
 LV0627  PID         -  LV0627
 LV0627  STATE/COUNTY-  CA/HUMBOLDT
 LV0627  USGS QUAD   -  EUREKA (1972)
 LV0627
 LV0627                         *CURRENT SURVEY CONTROL
 LV0627  ___________________________________________________________________
 LV0627* NAD 83(1986)-  40 52 06.     (N)    124 07 49.     (W)     SCALED    
 LV0627* NAVD 88     -         1.794  (meters)       5.89   (feet)  ADJUSTED  
 LV0627  ___________________________________________________________________
 LV0627  GEOID HEIGHT-         -30.43  (meters)                     GEOID09
 LV0627  DYNAMIC HT  -           1.793 (meters)       5.88  (feet)  COMP
 LV0627  MODELED GRAV-     980,205.1   (mgal)                       NAVD 88
 LV0627
 LV0627  VERT ORDER  -  FIRST     CLASS II
 LV0627
 LV0627.The horizontal coordinates were scaled from a topographic map and have
 LV0627.an estimated accuracy of +/- 6 seconds.
 LV0627.
 LV0627.The orthometric height was determined by differential leveling and
 LV0627.adjusted in June 1991.
 LV0627
 LV0627.The geoid height was determined by GEOID09.
 LV0627
 LV0627.The dynamic height is computed by dividing the NAVD 88
 LV0627.geopotential number by the normal gravity value computed on the
 LV0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0627.degrees latitude (g = 980.6199 gals.).
 LV0627
 LV0627.The modeled gravity was interpolated from observed gravity values.
 LV0627
 LV0627;                    North         East    Units  Estimated Accuracy
 LV0627;SPC CA 1     -   672,630.    1,820,450.      MT  (+/- 180 meters Scaled)
 LV0627
 LV0627                          SUPERSEDED SURVEY CONTROL
 LV0627
 LV0627  NGVD 29 (12/02/92)    0.771  (m)            2.53   (f) ADJUSTED    1 2
 LV0627
 LV0627.Superseded values are not recommended for survey control.
 LV0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0627.See file dsdata.txt to determine how the superseded data were derived.
 LV0627
 LV0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL047247(NAD 83)
 LV0627
 LV0627_MARKER: I = METAL ROD
 LV0627_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0627_SP_SET: STAINLESS STEEL ROD
 LV0627_STAMPING: Y 1403 1988
 LV0627_MARK LOGO: NGS   
 LV0627_PROJECTION: FLUSH
 LV0627_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0627_ROD/PIPE-DEPTH: 8.2  meters
 LV0627
 LV0627  HISTORY     - Date     Condition        Report By
 LV0627  HISTORY     - 1988     MONUMENTED       NGS
 LV0627
 LV0627                          STATION DESCRIPTION
 LV0627
 LV0627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0627'4.2 KM (2.00 MI) SOUTHWESTERLY ALONG STATE HIGHWAY 255 FROM THE
 LV0627'JUNCTION OF U.S. HIGHWAY 101 IN ARCATA, 0.4 KM (0.25 MI) EAST OF THE
 LV0627'INTERSECTION OF JACKSON RANCH ROAD, 31.0 M (101.7 FT) EAST-NORTHEAST
 LV0627'OF A UTILITY POLE, 17.6 M (57.7 FT) NORTH OF THE CENTERLINE OF THE
 LV0627'HIGHWAY, 4.0 M (13.1 FT) NORTH OF THE NEAR RAIL OF THE NORTHWESTERN
 LV0627'PACIFIC RAILROAD, 3.0 M (9.8 FT) WEST OF A T-FENCE CORNER, 0.9 M (3.0
 LV0627'FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A
 LV0627'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LV0627'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1779 ***********************************************************************
 KT1779  DESIGNATION -  Y 1437
 KT1779  PID         -  KT1779
 KT1779  STATE/COUNTY-  CA/MENDOCINO
 KT1779  USGS QUAD   -  HALES GROVE (1994)
 KT1779
 KT1779                         *CURRENT SURVEY CONTROL
 KT1779  ___________________________________________________________________
 KT1779* NAD 83(1986)-  39 45 50.     (N)    123 49 30.     (W)     SCALED    
 KT1779* NAVD 88     -        25.917  (meters)      85.03   (feet)  ADJUSTED  
 KT1779  ___________________________________________________________________
 KT1779  GEOID HEIGHT-         -30.64  (meters)                     GEOID09
 KT1779  DYNAMIC HT  -          25.904 (meters)      84.99  (feet)  COMP
 KT1779  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 KT1779
 KT1779  VERT ORDER  -  FIRST     CLASS II
 KT1779
 KT1779.The horizontal coordinates were scaled from a topographic map and have
 KT1779.an estimated accuracy of +/- 6 seconds.
 KT1779.
 KT1779.The orthometric height was determined by differential leveling and
 KT1779.adjusted in June 1991.
 KT1779
 KT1779.The geoid height was determined by GEOID09.
 KT1779
 KT1779.The dynamic height is computed by dividing the NAVD 88
 KT1779.geopotential number by the normal gravity value computed on the
 KT1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1779.degrees latitude (g = 980.6199 gals.).
 KT1779
 KT1779.The modeled gravity was interpolated from observed gravity values.
 KT1779
 KT1779;                    North         East    Units  Estimated Accuracy
 KT1779;SPC CA 2     -   734,380.    1,843,630.      MT  (+/- 180 meters Scaled)
 KT1779
 KT1779                          SUPERSEDED SURVEY CONTROL
 KT1779
 KT1779  NGVD 29 (12/02/92)   25.015  (m)           82.07   (f) ADJUSTED    1 2
 KT1779
 KT1779.Superseded values are not recommended for survey control.
 KT1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1779.See file dsdata.txt to determine how the superseded data were derived.
 KT1779
 KT1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK293018(NAD 83)
 KT1779
 KT1779_MARKER: I = METAL ROD
 KT1779_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1779_SP_SET: STAINLESS STEEL ROD
 KT1779_STAMPING: Y 1437 1988
 KT1779_MARK LOGO: NGS   
 KT1779_PROJECTION: FLUSH
 KT1779_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1779+STABILITY: POSITION/ELEVATION WELL
 KT1779_ROD/PIPE-DEPTH: 9.8  meters
 KT1779
 KT1779  HISTORY     - Date     Condition        Report By
 KT1779  HISTORY     - 1988     MONUMENTED       NGS
 KT1779
 KT1779                          STATION DESCRIPTION
 KT1779
 KT1779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1779'18.8 KM (11.70 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1779'OF ABALONE STREET IN WESTPORT, 8.3 M (27.2 FT) SOUTHWEST OF THE
 KT1779'CENTERLINE OF THE HIGHWAY, 6.1 M (20.0 FT) NORTHWEST OF THE CENTER OF
 KT1779'A GATE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7
 KT1779'FT) NORTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 KT1779'POINT IS THROUGH A 5-INCH LOGO CAP.
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
 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
 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
 LU1875 ***********************************************************************
 LU1875  DESIGNATION -  Z 1401
 LU1875  PID         -  LU1875
 LU1875  STATE/COUNTY-  CA/HUMBOLDT
 LU1875  USGS QUAD   -  REDCREST (1969)
 LU1875
 LU1875                         *CURRENT SURVEY CONTROL
 LU1875  ___________________________________________________________________
 LU1875* NAD 83(1986)-  40 25 08.     (N)    123 58 50.     (W)     SCALED    
 LU1875* NAVD 88     -       119.002  (meters)     390.43   (feet)  ADJUSTED  
 LU1875  ___________________________________________________________________
 LU1875  GEOID HEIGHT-         -30.57  (meters)                     GEOID09
 LU1875  DYNAMIC HT  -         118.942 (meters)     390.23  (feet)  COMP
 LU1875  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 LU1875
 LU1875  VERT ORDER  -  FIRST     CLASS II
 LU1875
 LU1875.The horizontal coordinates were scaled from a topographic map and have
 LU1875.an estimated accuracy of +/- 6 seconds.
 LU1875.
 LU1875.The orthometric height was determined by differential leveling and
 LU1875.adjusted in December 1992.
 LU1875
 LU1875.The geoid height was determined by GEOID09.
 LU1875
 LU1875.The dynamic height is computed by dividing the NAVD 88
 LU1875.geopotential number by the normal gravity value computed on the
 LU1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1875.degrees latitude (g = 980.6199 gals.).
 LU1875
 LU1875.The modeled gravity was interpolated from observed gravity values.
 LU1875
 LU1875;                    North         East    Units  Estimated Accuracy
 LU1875;SPC CA 1     -   622,440.    1,831,940.      MT  (+/- 180 meters Scaled)
 LU1875
 LU1875                          SUPERSEDED SURVEY CONTROL
 LU1875
 LU1875  NAVD 88 (06/15/91)  119.026  (m)          390.50   (f) UNKNOWN     1 2
 LU1875  NGVD 29 (12/02/92)  118.039  (m)          387.27   (f) ADJUSTED    1 2
 LU1875
 LU1875.Superseded values are not recommended for survey control.
 LU1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1875.See file dsdata.txt to determine how the superseded data were derived.
 LU1875
 LU1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK168747(NAD 83)
 LU1875
 LU1875_MARKER: I = METAL ROD
 LU1875_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1875+WITH SETTING: INFORMATION.
 LU1875_SP_SET: METAL ROD DRIVEN INTO GROUND
 LU1875_STAMPING: Z 1401 1988
 LU1875_MARK LOGO: NGS   
 LU1875_PROJECTION: FLUSH
 LU1875_MAGNETIC: I = MARKER IS A STEEL ROD
 LU1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1875+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LU1875_ROD/PIPE-DEPTH: 2.2  meters
 LU1875
 LU1875  HISTORY     - Date     Condition        Report By
 LU1875  HISTORY     - 1988     MONUMENTED       NGS
 LU1875  HISTORY     - 19920728 GOOD             NGS
 LU1875
 LU1875                          STATION DESCRIPTION
 LU1875
 LU1875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1875'31.0 KM (19.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LU1875'OVERPASS IN FORTUNA, AT THE TOP OF A GRADE, A METAL ROD DRIVEN 2.2
 LU1875'METERS AND FLUSH WITH THE GROUND, 28.0 M (91.9 FT) NORTH OF THE NORTH
 LU1875'END OF A GUARD RAIL, 12.5 M (41.0 FT) EAST OF THE CENTERLINE OF THE
 LU1875'NORTHBOUND LANES OF THE HIGHWAY, 2.0 M (6.6 FT) SOUTH OF THE EASTERN
 LU1875'1 OF 2 SUPPORT LEGS OF A HIGHWAY INFORMATION SIGN, AND LEVEL WITH THE
 LU1875'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LU1875'CAP.
 LU1875
 LU1875                          STATION RECOVERY (1992)
 LU1875
 LU1875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1875'31.0 KM (19.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LU1875'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LU1875'28.0 M (91.9 FT) NORTH OF THE NORTH END OF A GUARDRAIL, 12.5 M
 LU1875'(41.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LU1875'HIGHWAY, 2.0 M (6.6 FT) SOUTH OF THE EAST LEG OF A HIGHWAY
 LU1875'INFORMATION SIGN, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND LEVEL
 LU1875'WITH THE HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LU1875'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0626 ***********************************************************************
 LV0626  DESIGNATION -  Z 1403
 LV0626  PID         -  LV0626
 LV0626  STATE/COUNTY-  CA/HUMBOLDT
 LV0626  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0626
 LV0626                         *CURRENT SURVEY CONTROL
 LV0626  ___________________________________________________________________
 LV0626* NAD 83(1986)-  40 51 46.     (N)    124 04 59.     (W)     SCALED    
 LV0626* NAVD 88     -         8.536  (meters)      28.01   (feet)  ADJUSTED  
 LV0626  ___________________________________________________________________
 LV0626  GEOID HEIGHT-         -30.20  (meters)                     GEOID09
 LV0626  DYNAMIC HT  -           8.532 (meters)      27.99  (feet)  COMP
 LV0626  MODELED GRAV-     980,208.3   (mgal)                       NAVD 88
 LV0626
 LV0626  VERT ORDER  -  FIRST     CLASS II
 LV0626
 LV0626.The horizontal coordinates were scaled from a topographic map and have
 LV0626.an estimated accuracy of +/- 6 seconds.
 LV0626.
 LV0626.The orthometric height was determined by differential leveling and
 LV0626.adjusted in June 1991.
 LV0626
 LV0626.The geoid height was determined by GEOID09.
 LV0626
 LV0626.The dynamic height is computed by dividing the NAVD 88
 LV0626.geopotential number by the normal gravity value computed on the
 LV0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0626.degrees latitude (g = 980.6199 gals.).
 LV0626
 LV0626.The modeled gravity was interpolated from observed gravity values.
 LV0626
 LV0626;                    North         East    Units  Estimated Accuracy
 LV0626;SPC CA 1     -   671,910.    1,824,410.      MT  (+/- 180 meters Scaled)
 LV0626
 LV0626                          SUPERSEDED SURVEY CONTROL
 LV0626
 LV0626  NGVD 29 (12/02/92)    7.513  (m)           24.65   (f) ADJUSTED    1 2
 LV0626
 LV0626.Superseded values are not recommended for survey control.
 LV0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0626.See file dsdata.txt to determine how the superseded data were derived.
 LV0626
 LV0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL087240(NAD 83)
 LV0626
 LV0626_MARKER: DV = VERTICAL CONTROL DISK
 LV0626_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0626_SP_SET: ABUTMENT
 LV0626_STAMPING: Z 1403 1988
 LV0626_MARK LOGO: NGS   
 LV0626_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0626_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0626+STABILITY: POSITION/ELEVATION WELL
 LV0626
 LV0626  HISTORY     - Date     Condition        Report By
 LV0626  HISTORY     - 1988     MONUMENTED       NGS
 LV0626
 LV0626                          STATION DESCRIPTION
 LV0626
 LV0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0626'IN ARCATA, AT THE JUNCTION OF STATE HIGHWAY 255 AND U.S. HIGHWAY
 LV0626'101, SET VERTICALLY IN THE NORTH FACE OF THE WEST ABUTMENT OF HIGHWAY
 LV0626'255 OVERPASS OF U.S. HIGHWAY 101, 42.1 M (138.1 FT) WEST OF THE
 LV0626'CENTERLINE OF THE SOUTHBOUND LANES OF HIGHWAY 101, 5.2 M (17.1 FT)
 LV0626'NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF HIGHWAY 255, 1.3 M
 LV0626'(4.3 FT) BELOW THE LEVEL OF HIGHWAY 255, AND 0.5 M (1.6 FT) WEST OF
 LV0626'THE NORTHWEST CORNER OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1794 ***********************************************************************
 KT1794  DESIGNATION -  Z 1436
 KT1794  PID         -  KT1794
 KT1794  STATE/COUNTY-  CA/MENDOCINO
 KT1794  USGS QUAD   -  WESTPORT (1994)
 KT1794
 KT1794                         *CURRENT SURVEY CONTROL
 KT1794  ___________________________________________________________________
 KT1794* NAD 83(1986)-  39 39 37.     (N)    123 47 06.     (W)     SCALED    
 KT1794* NAVD 88     -        17.374  (meters)      57.00   (feet)  ADJUSTED  
 KT1794  ___________________________________________________________________
 KT1794  GEOID HEIGHT-         -30.71  (meters)                     GEOID09
 KT1794  DYNAMIC HT  -          17.366 (meters)      56.98  (feet)  COMP
 KT1794  MODELED GRAV-     980,121.9   (mgal)                       NAVD 88
 KT1794
 KT1794  VERT ORDER  -  FIRST     CLASS II
 KT1794
 KT1794.The horizontal coordinates were scaled from a topographic map and have
 KT1794.an estimated accuracy of +/- 6 seconds.
 KT1794.
 KT1794.The orthometric height was determined by differential leveling and
 KT1794.adjusted in June 1991.
 KT1794
 KT1794.The geoid height was determined by GEOID09.
 KT1794
 KT1794.The dynamic height is computed by dividing the NAVD 88
 KT1794.geopotential number by the normal gravity value computed on the
 KT1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1794.degrees latitude (g = 980.6199 gals.).
 KT1794
 KT1794.The modeled gravity was interpolated from observed gravity values.
 KT1794
 KT1794;                    North         East    Units  Estimated Accuracy
 KT1794;SPC CA 2     -   722,810.    1,846,830.      MT  (+/- 180 meters Scaled)
 KT1794
 KT1794                          SUPERSEDED SURVEY CONTROL
 KT1794
 KT1794  NGVD 29 (12/02/92)   16.473  (m)           54.05   (f) ADJUSTED    1 2
 KT1794
 KT1794.Superseded values are not recommended for survey control.
 KT1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1794.See file dsdata.txt to determine how the superseded data were derived.
 KT1794
 KT1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDJ326903(NAD 83)
 KT1794
 KT1794_MARKER: I = METAL ROD
 KT1794_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 KT1794_SP_SET: STAINLESS STEEL ROD
 KT1794_STAMPING: Z 1436 1988
 KT1794_MARK LOGO: NGS   
 KT1794_PROJECTION: PROJECTING 3 CENTIMETERS
 KT1794_MAGNETIC: I = MARKER IS A STEEL ROD
 KT1794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1794+STABILITY: POSITION/ELEVATION WELL
 KT1794_ROD/PIPE-DEPTH: 5.8  meters
 KT1794
 KT1794  HISTORY     - Date     Condition        Report By
 KT1794  HISTORY     - 1988     MONUMENTED       NGS
 KT1794  HISTORY     - 1988     GOOD             NGS
 KT1794
 KT1794                          STATION DESCRIPTION
 KT1794
 KT1794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1794'2.9 KM (1.80 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION OF
 KT1794'ABALONE STREET IN WESTPORT, 36.3 M (119.1 FT) EAST OF THE CENTERLINE
 KT1794'OF THE HIGHWAY, 9.6 M (31.5 FT) NORTH OF THE CENTER OF A PAVED ROAD
 KT1794'LEADING EAST TO THE DEHAVEN VALLEY FARM, 4.4 M (14.4 FT) NORTH OF A
 KT1794'FENCE CORNER, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3
 KT1794'M (1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 KT1794'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 KT1794
 KT1794                          STATION RECOVERY (1988)
 KT1794
 KT1794'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 KT1794'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 KT1780 ***********************************************************************
 KT1780  DESIGNATION -  Z 1437
 KT1780  PID         -  KT1780
 KT1780  STATE/COUNTY-  CA/MENDOCINO
 KT1780  USGS QUAD   -  HALES GROVE (1994)
 KT1780
 KT1780                         *CURRENT SURVEY CONTROL
 KT1780  ___________________________________________________________________
 KT1780* NAD 83(1986)-  39 45 02.     (N)    123 49 05.     (W)     SCALED    
 KT1780* NAVD 88     -        19.788  (meters)      64.92   (feet)  ADJUSTED  
 KT1780  ___________________________________________________________________
 KT1780  GEOID HEIGHT-         -30.64  (meters)                     GEOID09
 KT1780  DYNAMIC HT  -          19.778 (meters)      64.89  (feet)  COMP
 KT1780  MODELED GRAV-     980,125.8   (mgal)                       NAVD 88
 KT1780
 KT1780  VERT ORDER  -  FIRST     CLASS II
 KT1780
 KT1780.The horizontal coordinates were scaled from a topographic map and have
 KT1780.an estimated accuracy of +/- 6 seconds.
 KT1780.
 KT1780.The orthometric height was determined by differential leveling and
 KT1780.adjusted in June 1991.
 KT1780
 KT1780.The geoid height was determined by GEOID09.
 KT1780
 KT1780.The dynamic height is computed by dividing the NAVD 88
 KT1780.geopotential number by the normal gravity value computed on the
 KT1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 KT1780.degrees latitude (g = 980.6199 gals.).
 KT1780
 KT1780.The modeled gravity was interpolated from observed gravity values.
 KT1780
 KT1780;                    North         East    Units  Estimated Accuracy
 KT1780;SPC CA 2     -   732,890.    1,844,200.      MT  (+/- 180 meters Scaled)
 KT1780
 KT1780                          SUPERSEDED SURVEY CONTROL
 KT1780
 KT1780  NGVD 29 (12/02/92)   18.886  (m)           61.96   (f) ADJUSTED    1 2
 KT1780
 KT1780.Superseded values are not recommended for survey control.
 KT1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 KT1780.See file dsdata.txt to determine how the superseded data were derived.
 KT1780
 KT1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SDK299003(NAD 83)
 KT1780
 KT1780_MARKER: DV = VERTICAL CONTROL DISK
 KT1780_SETTING: 66 = SET IN ROCK OUTCROP
 KT1780_SP_SET: IN A DRILL HOLE IN BEDROCK
 KT1780_STAMPING: Z 1437 1988
 KT1780_MARK LOGO: NGS   
 KT1780_MAGNETIC: N = NO MAGNETIC MATERIAL
 KT1780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 KT1780+STABILITY: POSITION/ELEVATION WELL
 KT1780
 KT1780  HISTORY     - Date     Condition        Report By
 KT1780  HISTORY     - 1988     MONUMENTED       NGS
 KT1780
 KT1780                          STATION DESCRIPTION
 KT1780
 KT1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 KT1780'17.1 KM (10.65 MI) NORTHERLY ALONG STATE HIGHWAY 1 FROM THE JUNCTION
 KT1780'OF ABALONE STREET IN WESTPORT, SET VERTICALLY IN AN EXPOSED AREA OF
 KT1780'BEDROCK AT THE SOUTH END OF A HIGHWAY CUT, 30.8 M (101.0 FT) SOUTH OF
 KT1780'THE EXTENDED CENTER OF THE ENTRANCE INTO THE LOUISIANA-PACIFIC
 KT1780'DEMONSTRATION FOREST PARKING AREA, 27.4 M (89.9 FT) SOUTHEAST OF
 KT1780'UTILITY POLE NUMBER 725, 15.7 M (51.5 FT) EAST OF THE CENTERLINE OF
 KT1780'THE HIGHWAY, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.7 M
 KT1780'(2.3 FT) NORTH-NORTHEAST OF A WITNESS POST.

 *** retrieval complete.
 Elapsed Time = 00:00:24

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 -   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            -