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
 NZ0547 ***********************************************************************
 NZ0547  DESIGNATION -  1077
 NZ0547  PID         -  NZ0547
 NZ0547  STATE/COUNTY-  OR/JOSEPHINE
 NZ0547  USGS QUAD   -  SELMA (1996)
 NZ0547
 NZ0547                         *CURRENT SURVEY CONTROL
 NZ0547  ___________________________________________________________________
 NZ0547* NAD 83(1986)-  42 21 47.     (N)    123 31 15.     (W)     SCALED    
 NZ0547* NAVD 88     -       329.727  (meters)    1081.78   (feet)  ADJUSTED  
 NZ0547  ___________________________________________________________________
 NZ0547  GEOID HEIGHT-         -24.64  (meters)                     GEOID09
 NZ0547  DYNAMIC HT  -         329.607 (meters)    1081.39  (feet)  COMP
 NZ0547  MODELED GRAV-     980,250.8   (mgal)                       NAVD 88
 NZ0547
 NZ0547  VERT ORDER  -  FIRST     CLASS II
 NZ0547
 NZ0547.The horizontal coordinates were scaled from a topographic map and have
 NZ0547.an estimated accuracy of +/- 6 seconds.
 NZ0547.
 NZ0547.The orthometric height was determined by differential leveling and
 NZ0547.adjusted in June 1991.
 NZ0547
 NZ0547.The geoid height was determined by GEOID09.
 NZ0547
 NZ0547.The dynamic height is computed by dividing the NAVD 88
 NZ0547.geopotential number by the normal gravity value computed on the
 NZ0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0547.degrees latitude (g = 980.6199 gals.).
 NZ0547
 NZ0547.The modeled gravity was interpolated from observed gravity values.
 NZ0547
 NZ0547;                    North         East    Units  Estimated Accuracy
 NZ0547;SPC OR S     -    81,850.    1,251,210.      MT  (+/- 180 meters Scaled)
 NZ0547
 NZ0547                          SUPERSEDED SURVEY CONTROL
 NZ0547
 NZ0547  NGVD 29 (??/??/92)  328.742  (m)         1078.55   (f) ADJ UNCH    1 2
 NZ0547
 NZ0547.Superseded values are not recommended for survey control.
 NZ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0547.See file dsdata.txt to determine how the superseded data were derived.
 NZ0547
 NZ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM571902(NAD 83)
 NZ0547
 NZ0547_MARKER: P = PIPE CAP
 NZ0547_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0547_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0547_STAMPING: 1077.813 B 1904
 NZ0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0547
 NZ0547  HISTORY     - Date     Condition        Report By
 NZ0547  HISTORY     - 1904     MONUMENTED       USGS
 NZ0547  HISTORY     - 1961     GOOD             CGS
 NZ0547
 NZ0547                          STATION DESCRIPTION
 NZ0547
 NZ0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NZ0547'0.5 MI E FROM WONDER.
 NZ0547'REACHED FROM THE GENERAL STORE AT WONDER GO EAST ON U.S. HIGHWAY 199
 NZ0547'FOR ABOUT 0.5 MILES THEN TURN RIGHT UP A STEEP DRIVEWAY ABOUT 300 FEET
 NZ0547'TO THE HOME OF MR. LES NELSON, MARK IS LOCATED ABOUT 100-FEET
 NZ0547'NORTHWEST OF MR NELSONS HOUSE, 48 FEET WEST OF THE NORTHWEST CORNER OF
 NZ0547'HIS YARD, 25 FEET WEST OF A LARGE OAK TREE, ABOUT 2-FEET NORTH OF A
 NZ0547'FENCE, AND AT THE SOUTH EDGE OF AN OLD ROAD.  A STANDARD CAP DISK
 NZ0547'RIVETED TO THE TOP OF A 3-1/2-INCH PIPE IN A CONCRETE TILE PROJECTING
 NZ0547'8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0553 ***********************************************************************
 NZ0553  DESIGNATION -  1226
 NZ0553  PID         -  NZ0553
 NZ0553  STATE/COUNTY-  OR/JOSEPHINE
 NZ0553  USGS QUAD   -  SELMA (1996)
 NZ0553
 NZ0553                         *CURRENT SURVEY CONTROL
 NZ0553  ___________________________________________________________________
 NZ0553* NAD 83(1986)-  42 20 34.     (N)    123 34 14.     (W)     SCALED    
 NZ0553* NAVD 88     -       375.115  (meters)    1230.69   (feet)  ADJUSTED  
 NZ0553  ___________________________________________________________________
 NZ0553  GEOID HEIGHT-         -24.69  (meters)                     GEOID09
 NZ0553  DYNAMIC HT  -         374.971 (meters)    1230.22  (feet)  COMP
 NZ0553  MODELED GRAV-     980,227.3   (mgal)                       NAVD 88
 NZ0553
 NZ0553  VERT ORDER  -  FIRST     CLASS II
 NZ0553
 NZ0553.The horizontal coordinates were scaled from a topographic map and have
 NZ0553.an estimated accuracy of +/- 6 seconds.
 NZ0553.
 NZ0553.The orthometric height was determined by differential leveling and
 NZ0553.adjusted in June 1991.
 NZ0553
 NZ0553.The geoid height was determined by GEOID09.
 NZ0553
 NZ0553.The dynamic height is computed by dividing the NAVD 88
 NZ0553.geopotential number by the normal gravity value computed on the
 NZ0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0553.degrees latitude (g = 980.6199 gals.).
 NZ0553
 NZ0553.The modeled gravity was interpolated from observed gravity values.
 NZ0553
 NZ0553;                    North         East    Units  Estimated Accuracy
 NZ0553;SPC OR S     -    79,740.    1,247,030.      MT  (+/- 180 meters Scaled)
 NZ0553
 NZ0553                          SUPERSEDED SURVEY CONTROL
 NZ0553
 NZ0553  NGVD 29 (??/??/92)  374.125  (m)         1227.44   (f) ADJ UNCH    1 2
 NZ0553
 NZ0553.Superseded values are not recommended for survey control.
 NZ0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0553.See file dsdata.txt to determine how the superseded data were derived.
 NZ0553
 NZ0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM530879(NAD 83)
 NZ0553
 NZ0553_MARKER: P = PIPE CAP
 NZ0553_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0553_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0553_STAMPING: 1226.704 B 1904
 NZ0553_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0553
 NZ0553  HISTORY     - Date     Condition        Report By
 NZ0553  HISTORY     - 1904     MONUMENTED       USGS
 NZ0553  HISTORY     - 1961     GOOD             CGS
 NZ0553
 NZ0553                          STATION DESCRIPTION
 NZ0553
 NZ0553'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NZ0553'2.8 MI SW FROM WONDER.
 NZ0553'REACHED FROM THE GENERAL STORE AT WONDER GO SOUTHWEST ON U.S. HIGHWAY
 NZ0553'199 FOR 2.8 MILES TO JUST BEFORE STARTING UP THE LONG GRADE TO THE TOP
 NZ0553'OF HAYS HILL.  ON THE RIGHT IS A CAFE AND SEVERAL CABINS.  TURN LEFT
 NZ0553'ON THE OLD HIGHWAY GO SOUTHWEST FOR ABOUT 0.1 MILE TO A Y-FORK, KEEP
 NZ0553'RIGHT ON THE NARROW ROAD, CROSS THE CREEK GO ABOUT 0.1 MILE TO A BROWN
 NZ0553'HOUSE ON THE RIGHT.  BENCH MARK IS ABOUT 10-FEET SOUTHEAST OF THE
 NZ0553'SOUTHEAST CORNER OF THE HOUSE, AND AT THE NORTH EDGE OF THE ROAD UP TO
 NZ0553'THE HOUSE.  A STANDARD CAP RIVETED TO THE TOP OF A 3-1/2-INCH IRON
 NZ0553'PIPE IN A CONCRETE-FILLED TILE PROJECTING ABOUT 12-INCHES ABOVE
 NZ0553'GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0563 ***********************************************************************
 NZ0563  DESIGNATION -  1263
 NZ0563  PID         -  NZ0563
 NZ0563  STATE/COUNTY-  OR/JOSEPHINE
 NZ0563  USGS QUAD   -  CAVE JUNCTION (1989)
 NZ0563
 NZ0563                         *CURRENT SURVEY CONTROL
 NZ0563  ___________________________________________________________________
 NZ0563* NAD 83(1986)-  42 11 56.     (N)    123 38 52.     (W)     SCALED    
 NZ0563* NAVD 88     -       386.133  (meters)    1266.84   (feet)  ADJUSTED  
 NZ0563  ___________________________________________________________________
 NZ0563  GEOID HEIGHT-         -25.13  (meters)                     GEOID09
 NZ0563  DYNAMIC HT  -         385.982 (meters)    1266.34  (feet)  COMP
 NZ0563  MODELED GRAV-     980,219.2   (mgal)                       NAVD 88
 NZ0563
 NZ0563  VERT ORDER  -  FIRST     CLASS II
 NZ0563
 NZ0563.The horizontal coordinates were scaled from a topographic map and have
 NZ0563.an estimated accuracy of +/- 6 seconds.
 NZ0563.
 NZ0563.The orthometric height was determined by differential leveling and
 NZ0563.adjusted in June 1991.
 NZ0563
 NZ0563.The geoid height was determined by GEOID09.
 NZ0563
 NZ0563.The dynamic height is computed by dividing the NAVD 88
 NZ0563.geopotential number by the normal gravity value computed on the
 NZ0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0563.degrees latitude (g = 980.6199 gals.).
 NZ0563
 NZ0563.The modeled gravity was interpolated from observed gravity values.
 NZ0563
 NZ0563;                    North         East    Units  Estimated Accuracy
 NZ0563;SPC OR S     -    64,010.    1,240,070.      MT  (+/- 180 meters Scaled)
 NZ0563
 NZ0563                          SUPERSEDED SURVEY CONTROL
 NZ0563
 NZ0563  NGVD 29 (??/??/92)  385.156  (m)         1263.63   (f) ADJ UNCH    1 2
 NZ0563
 NZ0563.Superseded values are not recommended for survey control.
 NZ0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0563.See file dsdata.txt to determine how the superseded data were derived.
 NZ0563
 NZ0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM465720(NAD 83)
 NZ0563
 NZ0563_MARKER: DD = SURVEY DISK
 NZ0563_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0563_SP_SET: BUILDING
 NZ0563_STAMPING: 1262.875 1915
 NZ0563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ0563+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2009
 NZ0563
 NZ0563  HISTORY     - Date     Condition        Report By
 NZ0563  HISTORY     - 1915     MONUMENTED       USGS
 NZ0563  HISTORY     - 1934     GOOD             CGS
 NZ0563  HISTORY     - 1967     GOOD             CGS
 NZ0563  HISTORY     - 20091210 GOOD             COLIS
 NZ0563  HISTORY     - 20091210 GOOD             COLIS
 NZ0563
 NZ0563                          STATION DESCRIPTION
 NZ0563
 NZ0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NZ0563'IN KERBY.
 NZ0563'AT KERBY, JOSEPHINE COUNTY, ON THE WEST SIDE OF THE REDWOOD HIGHWAY,
 NZ0563'IN THE SOUTH FOOTING OF THE MASONIA BUILDING, 2.0 FEET FROM THE
 NZ0563'SOUTHEAST CORNER.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK
 NZ0563'STAMPED 1262.875 1915.
 NZ0563
 NZ0563                          STATION RECOVERY (1967)
 NZ0563
 NZ0563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NZ0563'RECOVERED IN GOOD CONDITION.
 NZ0563
 NZ0563                          STATION RECOVERY (2009)
 NZ0563
 NZ0563'RECOVERY NOTE BY WILLIAM COLISCH PLS 2009 (WPC)
 NZ0563'RECOVERED IN GOOD CONDITION.
 NZ0563
 NZ0563                          STATION RECOVERY (2009)
 NZ0563
 NZ0563'RECOVERY NOTE BY WILLIAM COLISCH PLS 2009 (WPC)
 NZ0563'LAT 42-11-54.6 N, LON 123-39-04.5 W
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0558 ***********************************************************************
 NZ0558  DESIGNATION -  1323
 NZ0558  PID         -  NZ0558
 NZ0558  STATE/COUNTY-  OR/JOSEPHINE
 NZ0558  USGS QUAD   -  SELMA (1996)
 NZ0558
 NZ0558                         *CURRENT SURVEY CONTROL
 NZ0558  ___________________________________________________________________
 NZ0558* NAD 83(1986)-  42 16 47.     (N)    123 36 58.     (W)     SCALED    
 NZ0558* NAVD 88     -       405.019  (meters)    1328.80   (feet)  ADJUSTED  
 NZ0558  ___________________________________________________________________
 NZ0558  GEOID HEIGHT-         -24.92  (meters)                     GEOID09
 NZ0558  DYNAMIC HT  -         404.864 (meters)    1328.29  (feet)  COMP
 NZ0558  MODELED GRAV-     980,228.4   (mgal)                       NAVD 88
 NZ0558
 NZ0558  VERT ORDER  -  FIRST     CLASS II
 NZ0558
 NZ0558.The horizontal coordinates were scaled from a topographic map and have
 NZ0558.an estimated accuracy of +/- 6 seconds.
 NZ0558.
 NZ0558.The orthometric height was determined by differential leveling and
 NZ0558.adjusted in June 1991.
 NZ0558
 NZ0558.The geoid height was determined by GEOID09.
 NZ0558
 NZ0558.The dynamic height is computed by dividing the NAVD 88
 NZ0558.geopotential number by the normal gravity value computed on the
 NZ0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0558.degrees latitude (g = 980.6199 gals.).
 NZ0558
 NZ0558.The modeled gravity was interpolated from observed gravity values.
 NZ0558
 NZ0558;                    North         East    Units  Estimated Accuracy
 NZ0558;SPC OR S     -    72,880.    1,243,020.      MT  (+/- 180 meters Scaled)
 NZ0558
 NZ0558                          SUPERSEDED SURVEY CONTROL
 NZ0558
 NZ0558  NGVD 29 (??/??/92)  404.040  (m)         1325.59   (f) ADJ UNCH    1 2
 NZ0558
 NZ0558.Superseded values are not recommended for survey control.
 NZ0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0558.See file dsdata.txt to determine how the superseded data were derived.
 NZ0558
 NZ0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM491810(NAD 83)
 NZ0558
 NZ0558_MARKER: P = PIPE CAP
 NZ0558_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0558_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0558_STAMPING: 1324.840 B 1904
 NZ0558_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0558
 NZ0558  HISTORY     - Date     Condition        Report By
 NZ0558  HISTORY     - 1904     MONUMENTED       USGS
 NZ0558  HISTORY     - 1934     GOOD             CGS
 NZ0558  HISTORY     - 1962     POOR             CGS
 NZ0558
 NZ0558                          STATION DESCRIPTION
 NZ0558
 NZ0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NZ0558'IN SELMA.
 NZ0558'AT SELMA, JOSEPHINE COUNTY, ACROSS A SIDE ROAD FROM THE POST OFFICE, 5
 NZ0558'FEET NORTH OF THE NORTH DITCH LINE OF THE SIDE ROAD, 44 1/2 FEET WEST
 NZ0558'OF THE REDWOOD HIGHWAY CENTERLINE.  A UNITED STATES GEOLOGICAL SURVEY
 NZ0558'STANDARD CAP STAMPED 1324.840 B 1904 AND RIVETED TO A 3 1/2 INCH IRON
 NZ0558'PIPE CONCRETED IN A TILE PROJECTING 18 INCHES ABOVE THE GROUND.
 NZ0558
 NZ0558                          STATION RECOVERY (1962)
 NZ0558
 NZ0558'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 NZ0558'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0555 ***********************************************************************
 NZ0555  DESIGNATION -  1454
 NZ0555  PID         -  NZ0555
 NZ0555  STATE/COUNTY-  OR/JOSEPHINE
 NZ0555  USGS QUAD   -  SELMA (1996)
 NZ0555
 NZ0555                         *CURRENT SURVEY CONTROL
 NZ0555  ___________________________________________________________________
 NZ0555* NAD 83(1986)-  42 18 40.     (N)    123 36 27.     (W)     SCALED    
 NZ0555* NAVD 88     -       444.599  (meters)    1458.66   (feet)  ADJUSTED  
 NZ0555  ___________________________________________________________________
 NZ0555  GEOID HEIGHT-         -24.81  (meters)                     GEOID09
 NZ0555  DYNAMIC HT  -         444.418 (meters)    1458.06  (feet)  COMP
 NZ0555  MODELED GRAV-     980,203.1   (mgal)                       NAVD 88
 NZ0555
 NZ0555  VERT ORDER  -  FIRST     CLASS II
 NZ0555
 NZ0555.The horizontal coordinates were scaled from a topographic map and have
 NZ0555.an estimated accuracy of +/- 6 seconds.
 NZ0555.
 NZ0555.The orthometric height was determined by differential leveling and
 NZ0555.adjusted in June 1991.
 NZ0555
 NZ0555.The geoid height was determined by GEOID09.
 NZ0555
 NZ0555.The dynamic height is computed by dividing the NAVD 88
 NZ0555.geopotential number by the normal gravity value computed on the
 NZ0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0555.degrees latitude (g = 980.6199 gals.).
 NZ0555
 NZ0555.The modeled gravity was interpolated from observed gravity values.
 NZ0555
 NZ0555;                    North         East    Units  Estimated Accuracy
 NZ0555;SPC OR S     -    76,340.    1,243,860.      MT  (+/- 180 meters Scaled)
 NZ0555
 NZ0555                          SUPERSEDED SURVEY CONTROL
 NZ0555
 NZ0555  NGVD 29 (??/??/92)  443.606  (m)         1455.40   (f) ADJ UNCH    1 2
 NZ0555
 NZ0555.Superseded values are not recommended for survey control.
 NZ0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0555.See file dsdata.txt to determine how the superseded data were derived.
 NZ0555
 NZ0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM499844(NAD 83)
 NZ0555
 NZ0555_MARKER: DD = SURVEY DISK
 NZ0555_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0555_SP_SET: CULVERT
 NZ0555_STAMPING: 1454.653 B 1904
 NZ0555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0555
 NZ0555  HISTORY     - Date     Condition        Report By
 NZ0555  HISTORY     - 1904     MONUMENTED       USGS
 NZ0555  HISTORY     - 1934     GOOD             CGS
 NZ0555  HISTORY     - 1961     GOOD             CGS
 NZ0555
 NZ0555                          STATION DESCRIPTION
 NZ0555
 NZ0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NZ0555'6.4 MI SW FROM WONDER.
 NZ0555'6.4 MILES SOUTHWEST ALONG THE REDWOOD HIGHWAY FROM THE POST OFFICE AT
 NZ0555'WONDER, JOSEPHINE COUNTY, 2.3 MILES NORTHEAST OF SELMA, AT THE OLD
 NZ0555'ANDERSON STAGE STATION, 280 FEET SOUTH OF THE ROAD EAST TO DRAPER
 NZ0555'VALLEY, 60 FEET SOUTH OF A HIGHWAY CONCRETE BOX CULVERT, 97 FEET WEST
 NZ0555'OF THE HIGHWAY CENTERLINE AND 5 FEET INSIDE A YARD FENCE.  A UNITED
 NZ0555'STATES GEOLOGICAL SURVEY STANDARD CAP STAMPED 1454.653 B 1904, AND
 NZ0555'RIVETED TO A 3 1/2 INCH IRON PIPE PROJECTING 18 INCHES ABOVE THE
 NZ0555'GROUND.
 NZ0555
 NZ0555                          STATION RECOVERY (1961)
 NZ0555
 NZ0555'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NZ0555'RECOVERED IN GOOD CONDITION.
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
 MX0846 ***********************************************************************
 MX0846  DESIGNATION -  378 USGS
 MX0846  PID         -  MX0846
 MX0846  STATE/COUNTY-  CA/DEL NORTE
 MX0846  USGS QUAD   -  GASQUET (1981)
 MX0846
 MX0846                         *CURRENT SURVEY CONTROL
 MX0846  ___________________________________________________________________
 MX0846* NAD 83(1986)-  41 50 45.     (N)    123 57 49.     (W)     SCALED    
 MX0846* NAVD 88     -       116.448  (meters)     382.05   (feet)  POSTED    
 MX0846  ___________________________________________________________________
 MX0846  GEOID HEIGHT-         -27.04  (meters)                     GEOID09
 MX0846  DYNAMIC HT  -         116.40  (meters)     381.9   (feet)  COMP
 MX0846  MODELED GRAV-     980,215.5   (mgal)                       NAVD 88
 MX0846
 MX0846  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MX0846
 MX0846.The horizontal coordinates were scaled from a topographic map and have
 MX0846.an estimated accuracy of +/- 6 seconds.
 MX0846.
 MX0846.The orthometric height was determined by differential leveling
 MX0846.and adjusted by the  in 1992.
 MX0846
 MX0846.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MX0846.rate of 1.1 thru 2.0 mm/km.
 MX0846
 MX0846.The geoid height was determined by GEOID09.
 MX0846
 MX0846.The dynamic height is computed by dividing the NAVD 88
 MX0846.geopotential number by the normal gravity value computed on the
 MX0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0846.degrees latitude (g = 980.6199 gals.).
 MX0846
 MX0846.The modeled gravity was interpolated from observed gravity values.
 MX0846
 MX0846;                    North         East    Units  Estimated Accuracy
 MX0846;SPC CA 1     -   780,830.    1,836,930.      MT  (+/- 180 meters Scaled)
 MX0846
 MX0846                          SUPERSEDED SURVEY CONTROL
 MX0846
 MX0846  NGVD 29 (??/??/??)  115.419  (m)          378.67   (f) ADJUSTED    1 2
 MX0846
 MX0846.Superseded values are not recommended for survey control.
 MX0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0846.See file dsdata.txt to determine how the superseded data were derived.
 MX0846
 MX0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM200331(NAD 83)
 MX0846
 MX0846_MARKER: DD = SURVEY DISK
 MX0846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MX0846_SP_SET: TREE
 MX0846_STAMPING: USGS BM CAL
 MX0846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0846
 MX0846  HISTORY     - Date     Condition        Report By
 MX0846  HISTORY     - UNK      MONUMENTED       USGS
 MX0846  HISTORY     - 1935     GOOD             CGS
 MX0846
 MX0846                          STATION DESCRIPTION
 MX0846
 MX0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MX0846'AT GASQUET.
 MX0846'AT GASQUET, DEL NORTE COUNTY, ON U.S. HIGHWAY 199, 60 FEET SOUTH
 MX0846'OF A BRIDGE OVER MIDDLE FORK SMITH RIVER, IN A 32-INCH OAK TREE,
 MX0846'AND BELOW A WEATHER-BEATEN BOARD ON WHICH IS PAINTED US 378.  A
 MX0846'UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER,
 MX0846'STAMPED USGS BM CAL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 MX0847 ***********************************************************************
 MX0847  DESIGNATION -  390 USGS
 MX0847  PID         -  MX0847
 MX0847  STATE/COUNTY-  CA/DEL NORTE
 MX0847  USGS QUAD   -  GASQUET (1981)
 MX0847
 MX0847                         *CURRENT SURVEY CONTROL
 MX0847  ___________________________________________________________________
 MX0847* NAD 83(1986)-  41 50 44.     (N)    123 57 49.     (W)     SCALED    
 MX0847* NAVD 88     -       119.879  (meters)     393.30   (feet)  POSTED    
 MX0847  ___________________________________________________________________
 MX0847  GEOID HEIGHT-         -27.05  (meters)                     GEOID09
 MX0847  DYNAMIC HT  -         119.83  (meters)     393.1   (feet)  COMP
 MX0847  MODELED GRAV-     980,215.7   (mgal)                       NAVD 88
 MX0847
 MX0847  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 MX0847
 MX0847.The horizontal coordinates were scaled from a topographic map and have
 MX0847.an estimated accuracy of +/- 6 seconds.
 MX0847.
 MX0847.The orthometric height was determined by differential leveling
 MX0847.and adjusted by the  in 1992.
 MX0847
 MX0847.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 MX0847.was located on a no-check spur therefore a value was not computed.
 MX0847
 MX0847.No vertical observational check was made to the station.
 MX0847
 MX0847.The geoid height was determined by GEOID09.
 MX0847
 MX0847.The dynamic height is computed by dividing the NAVD 88
 MX0847.geopotential number by the normal gravity value computed on the
 MX0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0847.degrees latitude (g = 980.6199 gals.).
 MX0847
 MX0847.The modeled gravity was interpolated from observed gravity values.
 MX0847
 MX0847;                    North         East    Units  Estimated Accuracy
 MX0847;SPC CA 1     -   780,800.    1,836,930.      MT  (+/- 180 meters Scaled)
 MX0847
 MX0847                          SUPERSEDED SURVEY CONTROL
 MX0847
 MX0847  NGVD 29 (??/??/??)  118.850  (m)          389.93   (f) ADJUSTED    1 2
 MX0847
 MX0847.Superseded values are not recommended for survey control.
 MX0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0847.See file dsdata.txt to determine how the superseded data were derived.
 MX0847
 MX0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM200330(NAD 83)
 MX0847
 MX0847_MARKER: DD = SURVEY DISK
 MX0847_SETTING: 80 = SET IN A BOULDER
 MX0847_SP_SET: BOULDER
 MX0847_STAMPING: 389.110 14 1915
 MX0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MX0847+STABILITY: SURFACE MOTION
 MX0847
 MX0847  HISTORY     - Date     Condition        Report By
 MX0847  HISTORY     - 1915     MONUMENTED       USGS
 MX0847  HISTORY     - 1943     GOOD             CGS
 MX0847
 MX0847                          STATION DESCRIPTION
 MX0847
 MX0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 MX0847'AT GASQUET.
 MX0847'AT GASQUET, DEL NORTE COUNTY, 0.3 MILE WEST OF U.S. HIGHWAY 199,
 MX0847'ABOUT 1/4 MILE NORTH OF THE CORNER COMMON TO SECTIONS 20, 21, 28
 MX0847'AND 29, T 17 N, R 2 E, ABOUT 300 FEET SOUTH OF THE BUILDING
 MX0847'FORMERLY USED AS A RANGER HEADQUARTERS, ABOUT 250 FEET SOUTH OF
 MX0847'A PICNIC AREA SIGN, 80 FEET NORTHEAST OF A ONE-SIXTEENTH SECTION
 MX0847'CORNER , AND IN THE TOP OF A BOULDER IN A ROCK WALL.  A UNITED
 MX0847'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 389.110 14 1915.
 MX0847'NOTE-- THE RANGER HEADQUARTERS HAVE BEEN MOVED OUT TO THE MAIN
 MX0847'ROAD.  IT WAS REPORTED IN JUNE 1943 THAT THE OLD HEADQUARTERS
 MX0847'BUILDING IS GONE.  TO REACH THIS MARK, TURN NORTH ON A SIDE ROAD
 MX0847'ABOUT 300 FEET EAST OF THE GASQUET SERVICE STATION, FOLLOW THE
 MX0847'ROAD ACROSS A BRIDGE, AND THENCE EAST ALONG THE ROAD TO THE
 MX0847'FORMER RANGER HEADQUARTERS.  THE TOTAL DISTANCE BY ROAD IS 0.4
 MX0847'MILE.
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
 LV0278 ***********************************************************************
 LV0278  DESIGNATION -  68
 LV0278  PID         -  LV0278
 LV0278  STATE/COUNTY-  CA/HUMBOLDT
 LV0278  USGS QUAD   -  EUREKA (1972)
 LV0278
 LV0278                         *CURRENT SURVEY CONTROL
 LV0278  ___________________________________________________________________
 LV0278* NAD 83(1986)-  40 48 05.     (N)    124 10 29.     (W)     SCALED    
 LV0278* NAVD 88     -         3.01   (+/-2cm)       9.9    (feet)  VERTCON   
 LV0278  ___________________________________________________________________
 LV0278  GEOID HEIGHT-         -30.69  (meters)                     GEOID09
 LV0278  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0278
 LV0278.The horizontal coordinates were scaled from a topographic map and have
 LV0278.an estimated accuracy of +/- 6 seconds.
 LV0278.
 LV0278.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0278
 LV0278.The vertical order pertains to the NGVD 29 superseded value.
 LV0278
 LV0278.The geoid height was determined by GEOID09.
 LV0278
 LV0278;                    North         East    Units  Estimated Accuracy
 LV0278;SPC CA 1     -   665,290.    1,816,520.      MT  (+/- 180 meters Scaled)
 LV0278
 LV0278                          SUPERSEDED SURVEY CONTROL
 LV0278
 LV0278  NGVD 29 (??/??/??)    1.994  (m)            6.54   (f) ADJUSTED    1 2
 LV0278
 LV0278.Superseded values are not recommended for survey control.
 LV0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0278.See file dsdata.txt to determine how the superseded data were derived.
 LV0278
 LV0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL009173(NAD 83)
 LV0278
 LV0278_MARKER: B = BOLT
 LV0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0278+STABILITY: SURFACE MOTION
 LV0278
 LV0278  HISTORY     - Date     Condition        Report By
 LV0278  HISTORY     - UNK      MONUMENTED       CA1220
 LV0278  HISTORY     - 1967     GOOD             CGS
 LV0278  HISTORY     - 1971     GOOD
 LV0278  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0278
 LV0278                          STATION DESCRIPTION
 LV0278
 LV0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0278'AT EUREKA.
 LV0278'AT EUREKA, AT THE CENTER OF THE INTERSECTION OF U.S. HIGHWAY 101
 LV0278'(BROADWAY) AND 4TH STREET, 3.3 FEET SOUTHEAST OF THE SOUTHEAST
 LV0278'EDGE OF A CONCRETE CURB OF AN ISLAND, AND IN THE TOP OF A
 LV0278'CONCRETE POST ABOUT 1/2 FOOT UNDER GROUND.  ACCESS TO THE MARK IS
 LV0278'THRU THE REMOVAL OF A MAN HOLE COVER.
 LV0278
 LV0278                          STATION RECOVERY (1971)
 LV0278
 LV0278'RECOVERED 1971
 LV0278'RECOVERED IN GOOD CONDITION.
 LV0278
 LV0278                          STATION RECOVERY (1988)
 LV0278
 LV0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0278'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0491 ***********************************************************************
 NZ0491  DESIGNATION -  914
 NZ0491  PID         -  NZ0491
 NZ0491  STATE/COUNTY-  OR/JOSEPHINE
 NZ0491  USGS QUAD   -  WILDERVILLE (1996)
 NZ0491
 NZ0491                         *CURRENT SURVEY CONTROL
 NZ0491  ___________________________________________________________________
 NZ0491* NAD 83(1986)-  42 25 19.     (N)    123 24 07.     (W)     SCALED    
 NZ0491* NAVD 88     -       280.113  (meters)     919.00   (feet)  ADJUSTED  
 NZ0491  ___________________________________________________________________
 NZ0491  GEOID HEIGHT-         -24.56  (meters)                     GEOID09
 NZ0491  DYNAMIC HT  -         280.016 (meters)     918.69  (feet)  COMP
 NZ0491  MODELED GRAV-     980,268.3   (mgal)                       NAVD 88
 NZ0491
 NZ0491  VERT ORDER  -  FIRST     CLASS II
 NZ0491
 NZ0491.The horizontal coordinates were scaled from a topographic map and have
 NZ0491.an estimated accuracy of +/- 6 seconds.
 NZ0491.
 NZ0491.The orthometric height was determined by differential leveling and
 NZ0491.adjusted in June 1991.
 NZ0491
 NZ0491.The geoid height was determined by GEOID09.
 NZ0491
 NZ0491.The dynamic height is computed by dividing the NAVD 88
 NZ0491.geopotential number by the normal gravity value computed on the
 NZ0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0491.degrees latitude (g = 980.6199 gals.).
 NZ0491
 NZ0491.The modeled gravity was interpolated from observed gravity values.
 NZ0491
 NZ0491;                    North         East    Units  Estimated Accuracy
 NZ0491;SPC OR S     -    88,040.    1,261,220.      MT  (+/- 180 meters Scaled)
 NZ0491
 NZ0491                          SUPERSEDED SURVEY CONTROL
 NZ0491
 NZ0491  NGVD 29 (??/??/92)  279.126  (m)          915.77   (f) ADJ UNCH    1 2
 NZ0491
 NZ0491.Superseded values are not recommended for survey control.
 NZ0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0491.See file dsdata.txt to determine how the superseded data were derived.
 NZ0491
 NZ0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM669967(NAD 83)
 NZ0491
 NZ0491_MARKER: DD = SURVEY DISK
 NZ0491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0491_SP_SET: TILE
 NZ0491_STAMPING: 915.044 B 1904
 NZ0491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0491
 NZ0491  HISTORY     - Date     Condition        Report By
 NZ0491  HISTORY     - 1904     MONUMENTED       USGS
 NZ0491  HISTORY     - 1975     GOOD             NGS
 NZ0491
 NZ0491                          STATION DESCRIPTION
 NZ0491
 NZ0491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 NZ0491'5 MI SW FROM GRANTS PASS.
 NZ0491'REACHED FROM THE GRANTS PASS POST OFFICE BY GOING SOUTH ON U.S.
 NZ0491'HIGHWAY 99 FOR 0.9 MILE TO THE JUNCTION WITH U.S. HIGHWAY 199, TURN
 NZ0491'RIGHT, AND GO SOUTHWEST ON U.S. HIGHWAY 199 FOR 0.9 MILE TO THE
 NZ0491'JUNCTION WITH REDWOOD AVENUE AT A FORK, TAKE THE RIGHT FORK, AND GO
 NZ0491'WEST ON REDWOOD AVENUE FOR 2.3 MILES TO THE CONCRETE BRIDGE OVER SAND
 NZ0491'CREEK, CONTINUE WEST ON REDWOOD AVENUE FOR 0.75 MILE TO THE BENCH MARK
 NZ0491'ON THE RIGHT, 0.1 MILE EAST OF MILEPOST NO. 3, 0.05 MILE WEST OF THE
 NZ0491'JUNCTION OF PHILLIPS LANE, AND REDWOOD AVENUE, 240 FEET WEST OF A
 NZ0491'CULVERT UNDER REDWOOD AVENUE, 90 FEET WEST OF A T FENCE CORNER, 38
 NZ0491'FEET WEST OF POWER POLE NO. 3830, 28 FEET NORTH OF THE CENTER OF
 NZ0491'REDWOOD AVENUE, 4 FEET SOUTH OF THE RIGHT-OF-WAY FENCE LINE, AND 1
 NZ0491'FOOT SOUTH OF A METAL WITNESS POST, A USGS CAP ON A PIPE SET IN A
 NZ0491'CONCRETE TILE THAT PROJECTS 2-FEET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0495 ***********************************************************************
 NZ0495  DESIGNATION -  936
 NZ0495  PID         -  NZ0495
 NZ0495  STATE/COUNTY-  OR/JOSEPHINE
 NZ0495  USGS QUAD   -  WILDERVILLE (1996)
 NZ0495
 NZ0495                         *CURRENT SURVEY CONTROL
 NZ0495  ___________________________________________________________________
 NZ0495* NAD 83(1986)-  42 22 58.     (N)    123 28 17.     (W)     SCALED    
 NZ0495* NAVD 88     -       286.791  (meters)     940.91   (feet)  ADJUSTED  
 NZ0495  ___________________________________________________________________
 NZ0495  GEOID HEIGHT-         -24.62  (meters)                     GEOID09
 NZ0495  DYNAMIC HT  -         286.691 (meters)     940.59  (feet)  COMP
 NZ0495  MODELED GRAV-     980,266.4   (mgal)                       NAVD 88
 NZ0495
 NZ0495  VERT ORDER  -  FIRST     CLASS II
 NZ0495
 NZ0495.The horizontal coordinates were scaled from a topographic map and have
 NZ0495.an estimated accuracy of +/- 6 seconds.
 NZ0495.
 NZ0495.The orthometric height was determined by differential leveling and
 NZ0495.adjusted in June 1991.
 NZ0495
 NZ0495.The geoid height was determined by GEOID09.
 NZ0495
 NZ0495.The dynamic height is computed by dividing the NAVD 88
 NZ0495.geopotential number by the normal gravity value computed on the
 NZ0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0495.degrees latitude (g = 980.6199 gals.).
 NZ0495
 NZ0495.The modeled gravity was interpolated from observed gravity values.
 NZ0495
 NZ0495;                    North         East    Units  Estimated Accuracy
 NZ0495;SPC OR S     -    83,890.    1,255,350.      MT  (+/- 180 meters Scaled)
 NZ0495
 NZ0495                          SUPERSEDED SURVEY CONTROL
 NZ0495
 NZ0495  NGVD 29 (??/??/92)  285.808  (m)          937.69   (f) ADJ UNCH    1 2
 NZ0495
 NZ0495.Superseded values are not recommended for survey control.
 NZ0495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0495.See file dsdata.txt to determine how the superseded data were derived.
 NZ0495
 NZ0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM611923(NAD 83)
 NZ0495
 NZ0495_MARKER: P = PIPE CAP
 NZ0495_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 NZ0495_SP_SET: METAL PIPE DRIVEN INTO GROUND
 NZ0495_STAMPING: 936.957 B 1904
 NZ0495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ0495+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 NZ0495
 NZ0495  HISTORY     - Date     Condition        Report By
 NZ0495  HISTORY     - 1904     MONUMENTED       USGS
 NZ0495  HISTORY     - 1961     GOOD             CGS
 NZ0495  HISTORY     - 20080808 GOOD             COLIS
 NZ0495
 NZ0495                          STATION DESCRIPTION
 NZ0495
 NZ0495'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NZ0495'IN WILDERVILLE.
 NZ0495'ABOUT 0.2 MILE WEST OF THE POST OFFICE AT WILDERVILLE, 29 FEET NORTH
 NZ0495'OF THE CENTER LINE OF U.S. HIGHWAY 199, 33 FEET WEST OF THE CENTER
 NZ0495'LINE OF AN OLD DRIVE WAY INTO A HAY FIELD, ACROSS THE HIGHWAY 62 FEET
 NZ0495'NORTH NORTHWEST OF POWER LINE POLE NO. B 5650, ABOUT 3-FEET HIGHER
 NZ0495'THAN THE HIGHWAY, IN THE OLD FENCE LINE, AND ABOUT 1-FOOT EAST OF A
 NZ0495'METAL WITNESS POST.  A STANDARD CAP RIVETED TO THE TOP OF A 3-1/2-INCH
 NZ0495'IRON PIPE IN A CONCRETE-FILLED TILE PROJECTING ABOUT 8-INCHES.
 NZ0495
 NZ0495                          STATION RECOVERY (2008)
 NZ0495
 NZ0495'RECOVERY NOTE BY WILLIAM COLISCH PLS 2008 (BC)
 NZ0495'THIS IS ADJACENT TO THE OLD HIGHWAY, NOT THE CURRENT HWY 199.
 NZ0495'+/-60 FEET EAST OF A 2 INCH PIPE BRACE POST.
 NZ0495'LAT 42-22-57.8 N
 NZ0495'LON 123-28-17.8 W
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
 NZ0559 ***********************************************************************
 NZ0559  DESIGNATION -  A 57
 NZ0559  PID         -  NZ0559
 NZ0559  STATE/COUNTY-  OR/JOSEPHINE
 NZ0559  USGS QUAD   -  SELMA (1996)
 NZ0559
 NZ0559                         *CURRENT SURVEY CONTROL
 NZ0559  ___________________________________________________________________
 NZ0559* NAD 83(1986)-  42 16 19.     (N)    123 37 23.     (W)     SCALED    
 NZ0559* NAVD 88     -       399.702  (meters)    1311.36   (feet)  ADJUSTED  
 NZ0559  ___________________________________________________________________
 NZ0559  GEOID HEIGHT-         -24.94  (meters)                     GEOID09
 NZ0559  DYNAMIC HT  -         399.549 (meters)    1310.85  (feet)  COMP
 NZ0559  MODELED GRAV-     980,226.9   (mgal)                       NAVD 88
 NZ0559
 NZ0559  VERT ORDER  -  FIRST     CLASS II
 NZ0559
 NZ0559.The horizontal coordinates were scaled from a topographic map and have
 NZ0559.an estimated accuracy of +/- 6 seconds.
 NZ0559.
 NZ0559.The orthometric height was determined by differential leveling and
 NZ0559.adjusted in June 1991.
 NZ0559
 NZ0559.The geoid height was determined by GEOID09.
 NZ0559
 NZ0559.The dynamic height is computed by dividing the NAVD 88
 NZ0559.geopotential number by the normal gravity value computed on the
 NZ0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0559.degrees latitude (g = 980.6199 gals.).
 NZ0559
 NZ0559.The modeled gravity was interpolated from observed gravity values.
 NZ0559
 NZ0559;                    North         East    Units  Estimated Accuracy
 NZ0559;SPC OR S     -    72,040.    1,242,410.      MT  (+/- 180 meters Scaled)
 NZ0559
 NZ0559                          SUPERSEDED SURVEY CONTROL
 NZ0559
 NZ0559  NGVD 29 (??/??/92)  398.724  (m)         1308.15   (f) ADJ UNCH    1 2
 NZ0559
 NZ0559.Superseded values are not recommended for survey control.
 NZ0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0559.See file dsdata.txt to determine how the superseded data were derived.
 NZ0559
 NZ0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM486801(NAD 83)
 NZ0559
 NZ0559_MARKER: DD = SURVEY DISK
 NZ0559_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0559_SP_SET: CURB
 NZ0559_STAMPING: 1307.396 A 57 1930
 NZ0559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0559
 NZ0559  HISTORY     - Date     Condition        Report By
 NZ0559  HISTORY     - 1930     MONUMENTED       ORDT
 NZ0559  HISTORY     - 1961     GOOD             CGS
 NZ0559
 NZ0559                          STATION DESCRIPTION
 NZ0559
 NZ0559'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NZ0559'0.6 MI S FROM SELMA.
 NZ0559'REACHED FROM THE POST OFFICE AT SELMA GO SOUTH ON U.S. HIGHWAY 199 FOR
 NZ0559'0.6 MILE TO A CONCRETE BRIDGE, LOCATED ABOUT 4 FEET SOUTHEAST OF THE
 NZ0559'NORTHEAST CORNER OF THE BRIDGE, AND IN THE TOP OF THE CURB.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 MX0844 ***********************************************************************
 MX0844  DESIGNATION -  A 73
 MX0844  PID         -  MX0844
 MX0844  STATE/COUNTY-  CA/DEL NORTE
 MX0844  USGS QUAD   -  GASQUET (1981)
 MX0844
 MX0844                         *CURRENT SURVEY CONTROL
 MX0844  ___________________________________________________________________
 MX0844* NAD 83(1986)-  41 50 44.     (N)    123 55 16.     (W)     SCALED    
 MX0844* NAVD 88     -       160.243  (meters)     525.73   (feet)  POSTED    
 MX0844  ___________________________________________________________________
 MX0844  GEOID HEIGHT-         -26.81  (meters)                     GEOID09
 MX0844  DYNAMIC HT  -         160.18  (meters)     525.5   (feet)  COMP
 MX0844  MODELED GRAV-     980,228.8   (mgal)                       NAVD 88
 MX0844
 MX0844  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MX0844
 MX0844.The horizontal coordinates were scaled from a topographic map and have
 MX0844.an estimated accuracy of +/- 6 seconds.
 MX0844.
 MX0844.The orthometric height was determined by differential leveling
 MX0844.and adjusted by the  in 1992.
 MX0844
 MX0844.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MX0844.rate of 1.1 thru 2.0 mm/km.
 MX0844
 MX0844.The geoid height was determined by GEOID09.
 MX0844
 MX0844.The dynamic height is computed by dividing the NAVD 88
 MX0844.geopotential number by the normal gravity value computed on the
 MX0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0844.degrees latitude (g = 980.6199 gals.).
 MX0844
 MX0844.The modeled gravity was interpolated from observed gravity values.
 MX0844
 MX0844;                    North         East    Units  Estimated Accuracy
 MX0844;SPC CA 1     -   780,720.    1,840,460.      MT  (+/- 180 meters Scaled)
 MX0844
 MX0844                          SUPERSEDED SURVEY CONTROL
 MX0844
 MX0844  NGVD 29 (??/??/??)  159.223  (m)          522.38   (f) ADJUSTED    1 2
 MX0844
 MX0844.Superseded values are not recommended for survey control.
 MX0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0844.See file dsdata.txt to determine how the superseded data were derived.
 MX0844
 MX0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM235330(NAD 83)
 MX0844
 MX0844_MARKER: DB = BENCH MARK DISK
 MX0844_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MX0844_SP_SET: BRIDGE
 MX0844_STAMPING: 521.510 A 73 1930
 MX0844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MX0844
 MX0844  HISTORY     - Date     Condition        Report By
 MX0844  HISTORY     - 1930     MONUMENTED       CGS
 MX0844  HISTORY     - 1935     GOOD             CGS
 MX0844
 MX0844                          STATION DESCRIPTION
 MX0844
 MX0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MX0844'3 MI N FROM GASQUET.
 MX0844'3 MILES NORTH ALONG U.S. HIGHWAY 199 FROM GASQUET, DEL NORTE
 MX0844'COUNTY, AT A CONCRETE BRIDGE OVE EIGHTEEN MILE CREEK, AND IN THE
 MX0844'TOP OF THE NORTHEAST WING WALL.  A STANDARD DISK, STAMPED 521.570
 MX0844'A 73 1930.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0051 ***********************************************************************
 LV0051  DESIGNATION -  A 74
 LV0051  PID         -  LV0051
 LV0051  STATE/COUNTY-  CA/DEL NORTE
 LV0051  USGS QUAD   -  REQUA (1966)
 LV0051
 LV0051                         *CURRENT SURVEY CONTROL
 LV0051  ___________________________________________________________________
 LV0051* NAD 83(1986)-  41 30 37.     (N)    124 04 32.     (W)     SCALED    
 LV0051* NAVD 88     -       148.041  (meters)     485.70   (feet)  POSTED    
 LV0051  ___________________________________________________________________
 LV0051  GEOID HEIGHT-         -28.94  (meters)                     GEOID09
 LV0051  DYNAMIC HT  -         147.99  (meters)     485.5   (feet)  COMP
 LV0051  MODELED GRAV-     980,258.3   (mgal)                       NAVD 88
 LV0051
 LV0051  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LV0051
 LV0051.The horizontal coordinates were scaled from a topographic map and have
 LV0051.an estimated accuracy of +/- 6 seconds.
 LV0051.
 LV0051.The orthometric height was determined by differential leveling
 LV0051.and adjusted by the  in 1992.
 LV0051
 LV0051.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LV0051.rate of 0.0 thru 1.0 mm/km.
 LV0051
 LV0051.The geoid height was determined by GEOID09.
 LV0051
 LV0051.The dynamic height is computed by dividing the NAVD 88
 LV0051.geopotential number by the normal gravity value computed on the
 LV0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0051.degrees latitude (g = 980.6199 gals.).
 LV0051
 LV0051.The modeled gravity was interpolated from observed gravity values.
 LV0051
 LV0051;                    North         East    Units  Estimated Accuracy
 LV0051;SPC CA 1     -   743,780.    1,826,750.      MT  (+/- 180 meters Scaled)
 LV0051
 LV0051                          SUPERSEDED SURVEY CONTROL
 LV0051
 LV0051  NGVD 29 (??/??/??)  147.025  (m)          482.36   (f) ADJUSTED    1 2
 LV0051
 LV0051.Superseded values are not recommended for survey control.
 LV0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0051.See file dsdata.txt to determine how the superseded data were derived.
 LV0051
 LV0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL102959(NAD 83)
 LV0051
 LV0051_MARKER: DB = BENCH MARK DISK
 LV0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0051_STAMPING: 481.623 A 74 1930
 LV0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0051+STABILITY: SURFACE MOTION
 LV0051
 LV0051  HISTORY     - Date     Condition        Report By
 LV0051  HISTORY     - 1930     MONUMENTED       CGS
 LV0051  HISTORY     - 1935     GOOD             CGS
 LV0051  HISTORY     - 1967     MARK NOT FOUND   CGS
 LV0051
 LV0051                          STATION DESCRIPTION
 LV0051
 LV0051'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LV0051'2.2 MI S FROM KLAMATH.
 LV0051'2.2 MILES SOUTH ALONG THE REDWOOD HIGHWAY FROM KLAMATH, DEL NORTE
 LV0051'COUNTY, AT THE POINT WHERE THE HIGHWAY APPROACHES PACIFIC OCEAN,
 LV0051'150 FEET EAST OF A HIGHWAY-GARAGE SIGN, 108 FEET NORTH OF THE
 LV0051'CENTERLINE OF THE HIGHWAY, 18 FEET NORTH OF THE ROAD LEADING TO
 LV0051'THE CHAPMAN RANCH, AND AT THE FOOT OF A BANK.  A STANDARD DISK,
 LV0051'STAMPED 481.623 A 74 1930 AND SET IN THE TOP OF A CONCRETE POST
 LV0051'PROJECTING 6 INCHES ABOVE GROUND.
 LV0051
 LV0051                          STATION RECOVERY (1967)
 LV0051
 LV0051'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LV0051'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0317 ***********************************************************************
 LV0317  DESIGNATION -  A 75
 LV0317  PID         -  LV0317
 LV0317  STATE/COUNTY-  CA/HUMBOLDT
 LV0317  USGS QUAD   -  ARCATA NORTH (1972)
 LV0317
 LV0317                         *CURRENT SURVEY CONTROL
 LV0317  ___________________________________________________________________
 LV0317* NAD 83(1986)-  40 56 09.     (N)    124 06 04.     (W)     SCALED    
 LV0317* NAVD 88     -        47.173  (meters)     154.77   (feet)  ADJUSTED  
 LV0317  ___________________________________________________________________
 LV0317  GEOID HEIGHT-         -30.16  (meters)                     GEOID09
 LV0317  DYNAMIC HT  -          47.154 (meters)     154.70  (feet)  COMP
 LV0317  MODELED GRAV-     980,211.0   (mgal)                       NAVD 88
 LV0317
 LV0317  VERT ORDER  -  FIRST     CLASS II
 LV0317
 LV0317.The horizontal coordinates were scaled from a topographic map and have
 LV0317.an estimated accuracy of +/- 6 seconds.
 LV0317.
 LV0317.The orthometric height was determined by differential leveling and
 LV0317.adjusted in June 1991.
 LV0317
 LV0317.WARNING-Repeat measurements at this control monument indicate possible
 LV0317.vertical movement.
 LV0317
 LV0317.The geoid height was determined by GEOID09.
 LV0317
 LV0317.The dynamic height is computed by dividing the NAVD 88
 LV0317.geopotential number by the normal gravity value computed on the
 LV0317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0317.degrees latitude (g = 980.6199 gals.).
 LV0317
 LV0317.The modeled gravity was interpolated from observed gravity values.
 LV0317
 LV0317;                    North         East    Units  Estimated Accuracy
 LV0317;SPC CA 1     -   680,060.    1,823,090.      MT  (+/- 180 meters Scaled)
 LV0317
 LV0317                          SUPERSEDED SURVEY CONTROL
 LV0317
 LV0317  NGVD 29 (??/??/??)   46.141  (m)          151.38   (f) ADJUSTED    1 2
 LV0317
 LV0317.Superseded values are not recommended for survey control.
 LV0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0317.See file dsdata.txt to determine how the superseded data were derived.
 LV0317
 LV0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL073322(NAD 83)
 LV0317
 LV0317_MARKER: DB = BENCH MARK DISK
 LV0317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0317_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0317_STAMPING: A 75 1931 150.895
 LV0317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0317+STABILITY: SURFACE MOTION
 LV0317
 LV0317  HISTORY     - Date     Condition        Report By
 LV0317  HISTORY     - 1931     MONUMENTED       CGS
 LV0317  HISTORY     - 1967     GOOD             CGS
 LV0317  HISTORY     - 1975     GOOD             NGS
 LV0317  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0317
 LV0317                          STATION DESCRIPTION
 LV0317
 LV0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0317'0.6 MI S FROM MC KINLEYVILLE.
 LV0317'0.55 MILE SOUTH ALONG CENTRAL AVENUE FROM THE POST OFFICE AT
 LV0317'MC KINLEYVILLE, AT THE JUNCTION OF SUTTER ROAD EAST, AT THE
 LV0317'NORTHEAST PROPERTY CORNER OF THE RANCHO INN AND TRAILER PARK,
 LV0317'63 FEET WEST OF THE CENTER LINE OF THE AVENUE, 87 FEET SOUTHEAST
 LV0317'OF THE SOUTHEAST CORNER OF A LARGE FRAME BUILDING, 12 FEET EAST
 LV0317'OF THE EAST ONE OF 3 48-INCH FIR TREES, ABOUT 3 FEET SOUTH OF
 LV0317'THE EXTENDED CENTER LINE OF THE ROAD, ABOUT 1 FOOT HIGHER THAN
 LV0317'THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7
 LV0317'FOOT ABOVE THE GROUND.
 LV0317
 LV0317                          STATION RECOVERY (1975)
 LV0317
 LV0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LV0317'RECOVERED IN GOOD CONDITION.
 LV0317
 LV0317                          STATION RECOVERY (1988)
 LV0317
 LV0317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0317'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0525 ***********************************************************************
 NZ0525  DESIGNATION -  A 8
 NZ0525  PID         -  NZ0525
 NZ0525  STATE/COUNTY-  OR/JOSEPHINE
 NZ0525  USGS QUAD   -  GRANTS PASS (1996)
 NZ0525
 NZ0525                         *CURRENT SURVEY CONTROL
 NZ0525  ___________________________________________________________________
 NZ0525* NAD 83(1986)-  42 26 20.     (N)    123 19 33.     (W)     SCALED    
 NZ0525* NAVD 88     -       286.708  (meters)     940.64   (feet)  ADJUSTED  
 NZ0525  ___________________________________________________________________
 NZ0525  GEOID HEIGHT-         -24.37  (meters)                     GEOID09
 NZ0525  DYNAMIC HT  -         286.607 (meters)     940.31  (feet)  COMP
 NZ0525  MODELED GRAV-     980,263.8   (mgal)                       NAVD 88
 NZ0525
 NZ0525  VERT ORDER  -  FIRST     CLASS II
 NZ0525
 NZ0525.The horizontal coordinates were scaled from a topographic map and have
 NZ0525.an estimated accuracy of +/- 6 seconds.
 NZ0525.
 NZ0525.The orthometric height was determined by differential leveling and
 NZ0525.adjusted in June 1991.
 NZ0525
 NZ0525.The geoid height was determined by GEOID09.
 NZ0525
 NZ0525.The dynamic height is computed by dividing the NAVD 88
 NZ0525.geopotential number by the normal gravity value computed on the
 NZ0525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0525.degrees latitude (g = 980.6199 gals.).
 NZ0525
 NZ0525.The modeled gravity was interpolated from observed gravity values.
 NZ0525
 NZ0525;                    North         East    Units  Estimated Accuracy
 NZ0525;SPC OR S     -    89,700.    1,267,540.      MT  (+/- 180 meters Scaled)
 NZ0525
 NZ0525                          SUPERSEDED SURVEY CONTROL
 NZ0525
 NZ0525  NGVD 29 (??/??/92)  285.72   (m)          937.4    (f) COMPUTED    1 2
 NZ0525
 NZ0525.Superseded values are not recommended for survey control.
 NZ0525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0525.See file dsdata.txt to determine how the superseded data were derived.
 NZ0525
 NZ0525_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM732985(NAD 83)
 NZ0525
 NZ0525_MARKER: DB = BENCH MARK DISK
 NZ0525_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0525_SP_SET: FOUNDATION
 NZ0525_STAMPING: ELEV. 936.671 FT. A 8 1920
 NZ0525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0525
 NZ0525  HISTORY     - Date     Condition        Report By
 NZ0525  HISTORY     - 1920     MONUMENTED       CGS
 NZ0525  HISTORY     - 1954     GOOD             CGS
 NZ0525  HISTORY     - 1954     POOR             CGS
 NZ0525  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 NZ0525
 NZ0525                          STATION DESCRIPTION
 NZ0525
 NZ0525'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0525'IN GRANTS PASS.
 NZ0525'AT GRANTS PASS, ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD, 144.0
 NZ0525'FEET SOUTHEAST OF THE EAST CORNER OF THE STATION, IN THE TOP OF THE
 NZ0525'CENTER OF THE CONCRETE FOUNDATION AT A 10 1/2- BY 10 1/2-FOOT CONCRETE
 NZ0525'BOX FOUNDATION FOR THE INSIDE LEGS OF THE ELEVATED WATER TANK, 44.2
 NZ0525'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, AND ABOUT
 NZ0525'LEVEL WITH THE TRACK.
 NZ0525
 NZ0525                          STATION RECOVERY (1954)
 NZ0525
 NZ0525'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 NZ0525'MARK RECOVERED IN POOR CONDITION.
 NZ0525
 NZ0525                          STATION RECOVERY (1979)
 NZ0525
 NZ0525'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 NZ0525'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 MX0845 ***********************************************************************
 MX0845  DESIGNATION -  B 73
 MX0845  PID         -  MX0845
 MX0845  STATE/COUNTY-  CA/DEL NORTE
 MX0845  USGS QUAD   -  GASQUET (1981)
 MX0845
 MX0845                         *CURRENT SURVEY CONTROL
 MX0845  ___________________________________________________________________
 MX0845* NAD 83(1986)-  41 50 42.     (N)    123 55 26.     (W)     SCALED    
 MX0845* NAVD 88     -       156.042  (meters)     511.95   (feet)  POSTED    
 MX0845  ___________________________________________________________________
 MX0845  GEOID HEIGHT-         -26.82  (meters)                     GEOID09
 MX0845  DYNAMIC HT  -         155.98  (meters)     511.7   (feet)  COMP
 MX0845  MODELED GRAV-     980,233.1   (mgal)                       NAVD 88
 MX0845
 MX0845  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MX0845
 MX0845.The horizontal coordinates were scaled from a topographic map and have
 MX0845.an estimated accuracy of +/- 6 seconds.
 MX0845.
 MX0845.The orthometric height was determined by differential leveling
 MX0845.and adjusted by the  in 1992.
 MX0845
 MX0845.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MX0845.rate of 1.1 thru 2.0 mm/km.
 MX0845
 MX0845.The geoid height was determined by GEOID09.
 MX0845
 MX0845.The dynamic height is computed by dividing the NAVD 88
 MX0845.geopotential number by the normal gravity value computed on the
 MX0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0845.degrees latitude (g = 980.6199 gals.).
 MX0845
 MX0845.The modeled gravity was interpolated from observed gravity values.
 MX0845
 MX0845;                    North         East    Units  Estimated Accuracy
 MX0845;SPC CA 1     -   780,660.    1,840,220.      MT  (+/- 180 meters Scaled)
 MX0845
 MX0845                          SUPERSEDED SURVEY CONTROL
 MX0845
 MX0845  NGVD 29 (??/??/??)  155.022  (m)          508.60   (f) ADJUSTED    1 2
 MX0845
 MX0845.Superseded values are not recommended for survey control.
 MX0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0845.See file dsdata.txt to determine how the superseded data were derived.
 MX0845
 MX0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM232329(NAD 83)
 MX0845
 MX0845_MARKER: DB = BENCH MARK DISK
 MX0845_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MX0845_SP_SET: BRIDGE
 MX0845_STAMPING: 507.788 B 73 1930
 MX0845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MX0845
 MX0845  HISTORY     - Date     Condition        Report By
 MX0845  HISTORY     - 1930     MONUMENTED       CGS
 MX0845  HISTORY     - 1935     GOOD             CGS
 MX0845  HISTORY     - 20070822 POOR             CADT
 MX0845  HISTORY     - 20070826 MARK NOT FOUND   NGS
 MX0845
 MX0845                          STATION DESCRIPTION
 MX0845
 MX0845'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MX0845'2.9 MI N FROM GASQUET.
 MX0845'2.9 MILES NORTH ALONG U.S. HIGHWAY 199 FROM GASQUET, DEL NORTE
 MX0845'COUNTY, 0.1 MILE SOUTH OF THE BRIDGE OVER EIGHTEEN MILE CREEK,
 MX0845'AND IN THE SOUTHWEST CORNER OF A BRIDGE OVER SMITH RIVER.  A
 MX0845'STANDARD DISK, STAMPED 507.788 B 73 1930.
 MX0845
 MX0845                          STATION RECOVERY (2007)
 MX0845
 MX0845'RECOVERY NOTE BY CALTRANS 2007 (REB)
 MX0845'THE BRIDGE THIS MARK WAS ATTACHED TO WAS LOST IN THE FLOOD OF 1964.
 MX0845
 MX0845                          STATION RECOVERY (2007)
 MX0845
 MX0845'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DAC)
 MX0845'BRIDGE REMOVED IN HIGHWAY REALIGNMENT.
 MX0845'THIS WAS GRAVITY BASE STATION 'GASQUEST,' C 3.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0314 ***********************************************************************
 LV0314  DESIGNATION -  B 75
 LV0314  PID         -  LV0314
 LV0314  STATE/COUNTY-  CA/HUMBOLDT
 LV0314  USGS QUAD   -  ARCATA NORTH (1972)
 LV0314
 LV0314                         *CURRENT SURVEY CONTROL
 LV0314  ___________________________________________________________________
 LV0314* NAD 83(1986)-  40 54 57.     (N)    124 05 33.     (W)     SCALED    
 LV0314* NAVD 88     -        11.936  (meters)      39.16   (feet)  ADJUSTED  
 LV0314  ___________________________________________________________________
 LV0314  GEOID HEIGHT-         -30.15  (meters)                     GEOID09
 LV0314  DYNAMIC HT  -          11.931 (meters)      39.14  (feet)  COMP
 LV0314  MODELED GRAV-     980,214.7   (mgal)                       NAVD 88
 LV0314
 LV0314  VERT ORDER  -  FIRST     CLASS II
 LV0314
 LV0314.The horizontal coordinates were scaled from a topographic map and have
 LV0314.an estimated accuracy of +/- 6 seconds.
 LV0314.
 LV0314.The orthometric height was determined by differential leveling and
 LV0314.adjusted in June 1991.
 LV0314
 LV0314.The geoid height was determined by GEOID09.
 LV0314
 LV0314.The dynamic height is computed by dividing the NAVD 88
 LV0314.geopotential number by the normal gravity value computed on the
 LV0314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0314.degrees latitude (g = 980.6199 gals.).
 LV0314
 LV0314.The modeled gravity was interpolated from observed gravity values.
 LV0314
 LV0314;                    North         East    Units  Estimated Accuracy
 LV0314;SPC CA 1     -   677,820.    1,823,760.      MT  (+/- 180 meters Scaled)
 LV0314
 LV0314                          SUPERSEDED SURVEY CONTROL
 LV0314
 LV0314  NGVD 29 (12/02/92)   10.908  (m)           35.79   (f) ADJUSTED    1 2
 LV0314
 LV0314.Superseded values are not recommended for survey control.
 LV0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0314.See file dsdata.txt to determine how the superseded data were derived.
 LV0314
 LV0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL080299(NAD 83)
 LV0314
 LV0314_MARKER: DB = BENCH MARK DISK
 LV0314_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0314_SP_SET: PIER
 LV0314_STAMPING: B 75 1931 35.369
 LV0314_MARK LOGO: CGS   
 LV0314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0314+STABILITY: POSITION/ELEVATION WELL
 LV0314
 LV0314  HISTORY     - Date     Condition        Report By
 LV0314  HISTORY     - 1931     MONUMENTED       CGS
 LV0314  HISTORY     - 1967     GOOD             CGS
 LV0314  HISTORY     - 1988     GOOD             NGS
 LV0314
 LV0314                          STATION DESCRIPTION
 LV0314
 LV0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0314'3.8 MI N FROM ARCATA.
 LV0314'3.85 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FOURTH STREET OVERPASS
 LV0314'AT ARCATA, IN THE TOP OF THE EAST EDGE OF THE SOUTH CONCRETE
 LV0314'PIER OF STEEL TRUSS BRIDGE NO. 4.25R OVER MAD RIVER, AT
 LV0314'HIGHWAY MILEAGE 89.63, 13 FEET EAST OF THE CENTER LINE OF THE
 LV0314'EAST LANES OF THE HIGHWAY, 0.6 FOOT EAST OF THE SOUTHEAST
 LV0314'CORNER OF THE STEEL PORTION OF BRIDGE, AND ABOUT 4 FEET LOWER
 LV0314'THAN THE HIGHWAY.
 LV0314
 LV0314                          STATION RECOVERY (1988)
 LV0314
 LV0314'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0314'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  2.4 KM
 LV0314'(1.50 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE
 LV0314'HIGHWAY 299 IN ARCATA.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 MX0848 ***********************************************************************
 MX0848  DESIGNATION -  C 73
 MX0848  PID         -  MX0848
 MX0848  STATE/COUNTY-  CA/DEL NORTE
 MX0848  USGS QUAD   -  GASQUET (1981)
 MX0848
 MX0848                         *CURRENT SURVEY CONTROL
 MX0848  ___________________________________________________________________
 MX0848* NAD 83(1986)-  41 50 31.     (N)    123 59 44.     (W)     SCALED    
 MX0848* NAVD 88     -        99.049  (meters)     324.96   (feet)  POSTED    
 MX0848  ___________________________________________________________________
 MX0848  GEOID HEIGHT-         -27.25  (meters)                     GEOID09
 MX0848  DYNAMIC HT  -          99.01  (meters)     324.8   (feet)  COMP
 MX0848  MODELED GRAV-     980,251.0   (mgal)                       NAVD 88
 MX0848
 MX0848  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MX0848
 MX0848.The horizontal coordinates were scaled from a topographic map and have
 MX0848.an estimated accuracy of +/- 6 seconds.
 MX0848.
 MX0848.The orthometric height was determined by differential leveling
 MX0848.and adjusted by the  in 1992.
 MX0848
 MX0848.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MX0848.rate of 1.1 thru 2.0 mm/km.
 MX0848
 MX0848.The geoid height was determined by GEOID09.
 MX0848
 MX0848.The dynamic height is computed by dividing the NAVD 88
 MX0848.geopotential number by the normal gravity value computed on the
 MX0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0848.degrees latitude (g = 980.6199 gals.).
 MX0848
 MX0848.The modeled gravity was interpolated from observed gravity values.
 MX0848
 MX0848;                    North         East    Units  Estimated Accuracy
 MX0848;SPC CA 1     -   780,450.    1,834,260.      MT  (+/- 180 meters Scaled)
 MX0848
 MX0848                          SUPERSEDED SURVEY CONTROL
 MX0848
 MX0848  NGVD 29 (??/??/??)   98.020  (m)          321.59   (f) ADJUSTED    1 2
 MX0848
 MX0848.Superseded values are not recommended for survey control.
 MX0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0848.See file dsdata.txt to determine how the superseded data were derived.
 MX0848
 MX0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM173327(NAD 83)
 MX0848
 MX0848_MARKER: DB = BENCH MARK DISK
 MX0848_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MX0848_SP_SET: CULVERT
 MX0848_STAMPING: 320.767 C 73 1930
 MX0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0848
 MX0848  HISTORY     - Date     Condition        Report By
 MX0848  HISTORY     - 1930     MONUMENTED       CGS
 MX0848  HISTORY     - 1935     GOOD             CGS
 MX0848
 MX0848                          STATION DESCRIPTION
 MX0848
 MX0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MX0848'1.3 MI SW FROM GASQUET.
 MX0848'1.3 MILES SOUTHWEST ALONG U.S. HIGHWAY 199 FROM GASQUET, DEL
 MX0848'NORTE COUNTY, 100 YARDS SOUTH OF SYMNS CAMPGROUND AND SERVICE
 MX0848'STATION IN 1930, AT HIGHWAY STATION 892+99, AT A SMALL CONCRETE
 MX0848'CULVERT ON A CREEK, AND IN THE TOP OF THE SOUTHEAST WING WALL.
 MX0848'A STANDARD DISK, STAMPED 320.767 C 73 1930.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0204 ***********************************************************************
 LV0204  DESIGNATION -  C 74
 LV0204  PID         -  LV0204
 LV0204  STATE/COUNTY-  CA/HUMBOLDT
 LV0204  USGS QUAD   -  FERN CANYON (1966)
 LV0204
 LV0204                         *CURRENT SURVEY CONTROL
 LV0204  ___________________________________________________________________
 LV0204* NAD 83(1986)-  41 27 10.     (N)    124 02 33.     (W)     SCALED    
 LV0204* NAVD 88     -       235.101  (meters)     771.33   (feet)  POSTED    
 LV0204  ___________________________________________________________________
 LV0204  GEOID HEIGHT-         -28.94  (meters)                     GEOID09
 LV0204  DYNAMIC HT  -         235.00  (meters)     771.0   (feet)  COMP
 LV0204  MODELED GRAV-     980,202.5   (mgal)                       NAVD 88
 LV0204
 LV0204  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 LV0204
 LV0204.The horizontal coordinates were scaled from a topographic map and have
 LV0204.an estimated accuracy of +/- 6 seconds.
 LV0204.
 LV0204.The orthometric height was determined by differential leveling
 LV0204.and adjusted by the  in 1992.
 LV0204
 LV0204.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 LV0204.rate of 0.0 thru 1.0 mm/km.
 LV0204
 LV0204.The geoid height was determined by GEOID09.
 LV0204
 LV0204.The dynamic height is computed by dividing the NAVD 88
 LV0204.geopotential number by the normal gravity value computed on the
 LV0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0204.degrees latitude (g = 980.6199 gals.).
 LV0204
 LV0204.The modeled gravity was interpolated from observed gravity values.
 LV0204
 LV0204;                    North         East    Units  Estimated Accuracy
 LV0204;SPC CA 1     -   737,330.    1,829,360.      MT  (+/- 180 meters Scaled)
 LV0204
 LV0204                          SUPERSEDED SURVEY CONTROL
 LV0204
 LV0204  NGVD 29 (??/??/??)  234.070  (m)          767.94   (f) ADJUSTED    1 2
 LV0204
 LV0204.Superseded values are not recommended for survey control.
 LV0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0204.See file dsdata.txt to determine how the superseded data were derived.
 LV0204
 LV0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL129895(NAD 83)
 LV0204
 LV0204_MARKER: DB = BENCH MARK DISK
 LV0204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0204_STAMPING: 767.226 C 74 1930
 LV0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0204+STABILITY: SURFACE MOTION
 LV0204
 LV0204  HISTORY     - Date     Condition        Report By
 LV0204  HISTORY     - 1930     MONUMENTED       CGS
 LV0204  HISTORY     - 1935     GOOD             CGS
 LV0204  HISTORY     - 1952     MARK NOT FOUND   USGS
 LV0204
 LV0204                          STATION DESCRIPTION
 LV0204
 LV0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LV0204'7 MI S FROM KLAMATH.
 LV0204'IN HUMBOLDT COUTNY, 7.0 MILES SOUTH ALONG THE REDWOOD HIGHWAY
 LV0204'FROM KLAMATH, DEL NORTE COUNTY, 1.1 MILES SOUTH OF THE
 LV0204'HUMBOLDT-DEL NORTE COUNTY LINE, 33 FEET SOUTH OF CULVERT 698+53,
 LV0204'36 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND IN A
 LV0204'SMALL EXCAVATION.  A STANDARD DISK, STAMPED 767.226 C 74 1930
 LV0204'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES ABOVE
 LV0204'GROUND.
 LV0204
 LV0204                          STATION RECOVERY (1952)
 LV0204
 LV0204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952
 LV0204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0562 ***********************************************************************
 NZ0562  DESIGNATION -  D 57
 NZ0562  PID         -  NZ0562
 NZ0562  STATE/COUNTY-  OR/JOSEPHINE
 NZ0562  USGS QUAD   -  CAVE JUNCTION (1989)
 NZ0562
 NZ0562                         *CURRENT SURVEY CONTROL
 NZ0562  ___________________________________________________________________
 NZ0562* NAD 83(1986)-  42 12 08.     (N)    123 38 47.     (W)     SCALED    
 NZ0562* NAVD 88     -       383.966  (meters)    1259.73   (feet)  ADJUSTED  
 NZ0562  ___________________________________________________________________
 NZ0562  GEOID HEIGHT-         -25.12  (meters)                     GEOID09
 NZ0562  DYNAMIC HT  -         383.816 (meters)    1259.24  (feet)  COMP
 NZ0562  MODELED GRAV-     980,219.2   (mgal)                       NAVD 88
 NZ0562
 NZ0562  VERT ORDER  -  FIRST     CLASS II
 NZ0562
 NZ0562.The horizontal coordinates were scaled from a topographic map and have
 NZ0562.an estimated accuracy of +/- 6 seconds.
 NZ0562.
 NZ0562.The orthometric height was determined by differential leveling and
 NZ0562.adjusted in June 1991.
 NZ0562
 NZ0562.The geoid height was determined by GEOID09.
 NZ0562
 NZ0562.The dynamic height is computed by dividing the NAVD 88
 NZ0562.geopotential number by the normal gravity value computed on the
 NZ0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0562.degrees latitude (g = 980.6199 gals.).
 NZ0562
 NZ0562.The modeled gravity was interpolated from observed gravity values.
 NZ0562
 NZ0562;                    North         East    Units  Estimated Accuracy
 NZ0562;SPC OR S     -    64,370.    1,240,200.      MT  (+/- 180 meters Scaled)
 NZ0562
 NZ0562                          SUPERSEDED SURVEY CONTROL
 NZ0562
 NZ0562  NGVD 29 (??/??/92)  382.989  (m)         1256.52   (f) ADJ UNCH    1 2
 NZ0562
 NZ0562.Superseded values are not recommended for survey control.
 NZ0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0562.See file dsdata.txt to determine how the superseded data were derived.
 NZ0562
 NZ0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM466724(NAD 83)
 NZ0562
 NZ0562_MARKER: DD = SURVEY DISK
 NZ0562_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0562_SP_SET: CULVERT
 NZ0562_STAMPING: 1255.765 D 57 1930
 NZ0562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0562
 NZ0562  HISTORY     - Date     Condition        Report By
 NZ0562  HISTORY     - 1930     MONUMENTED       ORDT
 NZ0562  HISTORY     - 1934     GOOD             CGS
 NZ0562  HISTORY     - 1961     GOOD             CGS
 NZ0562
 NZ0562                          STATION DESCRIPTION
 NZ0562
 NZ0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NZ0562'0.3 MI N FROM KERBY.
 NZ0562'0.3 MILE NORTH ALONG THE REDWOOD HIGHWAY FROM KERBY, JOSEPHINE COUNTY,
 NZ0562'OPPOSITE THE CITY LIMIT SIGN.  ON THE SOUTH AND OF THE EAST HEADWALL
 NZ0562'OF A CONCRETE BOX CULVERT.  AN OREGON STATE HIGHWAY DEPARTMENT
 NZ0562'STANDARD DISK STAMPED 1255.765 D 57 1930.
 NZ0562
 NZ0562                          STATION RECOVERY (1961)
 NZ0562
 NZ0562'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NZ0562'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0041 ***********************************************************************
 LV0041  DESIGNATION -  D 73
 LV0041  PID         -  LV0041
 LV0041  STATE/COUNTY-  CA/DEL NORTE
 LV0041  USGS QUAD   -  HIOUCHI (1966)
 LV0041
 LV0041                         *CURRENT SURVEY CONTROL
 LV0041  ___________________________________________________________________
 LV0041* NAD 83(1986)-  41 50 32.     (N)    124 00 44.     (W)     SCALED    
 LV0041* NAVD 88     -        99.088  (meters)     325.09   (feet)  ADJUSTED  
 LV0041  ___________________________________________________________________
 LV0041  GEOID HEIGHT-         -27.36  (meters)                     GEOID09
 LV0041  DYNAMIC HT  -          99.050 (meters)     324.97  (feet)  COMP
 LV0041  MODELED GRAV-     980,240.2   (mgal)                       NAVD 88
 LV0041
 LV0041  VERT ORDER  -  FIRST     CLASS II
 LV0041
 LV0041.The horizontal coordinates were scaled from a topographic map and have
 LV0041.an estimated accuracy of +/- 6 seconds.
 LV0041.
 LV0041.The orthometric height was determined by differential leveling and
 LV0041.adjusted in June 1991.
 LV0041
 LV0041.The geoid height was determined by GEOID09.
 LV0041
 LV0041.The dynamic height is computed by dividing the NAVD 88
 LV0041.geopotential number by the normal gravity value computed on the
 LV0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0041.degrees latitude (g = 980.6199 gals.).
 LV0041
 LV0041.The modeled gravity was interpolated from observed gravity values.
 LV0041
 LV0041;                    North         East    Units  Estimated Accuracy
 LV0041;SPC CA 1     -   780,520.    1,832,880.      MT  (+/- 180 meters Scaled)
 LV0041
 LV0041                          SUPERSEDED SURVEY CONTROL
 LV0041
 LV0041  NGVD 29 (??/??/??)   98.057  (m)          321.71   (f) ADJUSTED    1 2
 LV0041
 LV0041.Superseded values are not recommended for survey control.
 LV0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0041.See file dsdata.txt to determine how the superseded data were derived.
 LV0041
 LV0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM159327(NAD 83)
 LV0041
 LV0041_MARKER: DB = BENCH MARK DISK
 LV0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0041_SP_SET: CURB
 LV0041_STAMPING: 320.885 D 73 1930
 LV0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0041
 LV0041  HISTORY     - Date     Condition        Report By
 LV0041  HISTORY     - 1930     MONUMENTED       CGS
 LV0041  HISTORY     - 1942     GOOD             CGS
 LV0041  HISTORY     - 1965     GOOD             USGS
 LV0041
 LV0041                          STATION DESCRIPTION
 LV0041
 LV0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LV0041'2.2 MI SW FROM GASQUET.
 LV0041'2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 199 FROM GASQUET, DEL NORTE
 LV0041'COUNTY, AT CONCRETE BRIDGE NO. 109 OVER SMITH RIVER, AT THE
 LV0041'SOUTHWEST CORNER OF THE BRIDGE, AND IN THE TOP OF THE CONCRETE
 LV0041'CURB.  A STANDARD DISK, STAMPED 320.885 D 73 1930.  NOTE-- AT
 LV0041'THE NORTHWEST CORNER OF THE BRIDGE NOT SOUTHWEST CORNER.
 LV0041
 LV0041                          STATION RECOVERY (1965)
 LV0041
 LV0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LV0041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0192 ***********************************************************************
 LV0192  DESIGNATION -  D 74
 LV0192  PID         -  LV0192
 LV0192  STATE/COUNTY-  CA/HUMBOLDT
 LV0192  USGS QUAD   -  FERN CANYON (1966)
 LV0192
 LV0192                         *CURRENT SURVEY CONTROL
 LV0192  ___________________________________________________________________
 LV0192* NAD 83(1986)-  41 25 13.     (N)    124 02 02.     (W)     SCALED    
 LV0192* NAVD 88     -       145.200  (meters)     476.38   (feet)  ADJUSTED  
 LV0192  ___________________________________________________________________
 LV0192  GEOID HEIGHT-         -28.97  (meters)                     GEOID09
 LV0192  DYNAMIC HT  -         145.141 (meters)     476.18  (feet)  COMP
 LV0192  MODELED GRAV-     980,216.7   (mgal)                       NAVD 88
 LV0192
 LV0192  VERT ORDER  -  FIRST     CLASS II
 LV0192
 LV0192.The horizontal coordinates were scaled from a topographic map and have
 LV0192.an estimated accuracy of +/- 6 seconds.
 LV0192.
 LV0192.The orthometric height was determined by differential leveling and
 LV0192.adjusted in June 1991.
 LV0192
 LV0192.The geoid height was determined by GEOID09.
 LV0192
 LV0192.The dynamic height is computed by dividing the NAVD 88
 LV0192.geopotential number by the normal gravity value computed on the
 LV0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0192.degrees latitude (g = 980.6199 gals.).
 LV0192
 LV0192.The modeled gravity was interpolated from observed gravity values.
 LV0192
 LV0192;                    North         East    Units  Estimated Accuracy
 LV0192;SPC CA 1     -   733,710.    1,829,990.      MT  (+/- 180 meters Scaled)
 LV0192
 LV0192                          SUPERSEDED SURVEY CONTROL
 LV0192
 LV0192  NGVD 29 (12/02/92)  144.165  (m)          472.98   (f) ADJUSTED    1 2
 LV0192
 LV0192.Superseded values are not recommended for survey control.
 LV0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0192.See file dsdata.txt to determine how the superseded data were derived.
 LV0192
 LV0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL136859(NAD 83)
 LV0192
 LV0192_MARKER: DB = BENCH MARK DISK
 LV0192_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0192_SP_SET: HEADWALL
 LV0192_STAMPING: D 74 1930 472.273
 LV0192_MARK LOGO: CGS   
 LV0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0192+STABILITY: SURFACE MOTION
 LV0192
 LV0192  HISTORY     - Date     Condition        Report By
 LV0192  HISTORY     - 1930     MONUMENTED       CGS
 LV0192  HISTORY     - 1967     GOOD             CGS
 LV0192  HISTORY     - 1973     GOOD
 LV0192  HISTORY     - 1979     GOOD             CADT
 LV0192  HISTORY     - 1988     GOOD             NGS
 LV0192
 LV0192                          STATION DESCRIPTION
 LV0192
 LV0192'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0192'10.1 MI N FROM ORICK.
 LV0192'10.1 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0192'ORICK, IN THE TOP OF THE SOUTHEAST CONCRETE WING WALL OF
 LV0192'3- BY 6-FOOT CONCRETE BOX CULVERT 131.43, 21 FEET EAST OF THE
 LV0192'CENTER LINE OF THE HIGHWAY, 1.0 FOOT SOUTHEAST OF THE SOUTH END
 LV0192'OF THE EAST HEAD WALL OF THE CULVERT, AND ABOUT 2 FEET LOWER
 LV0192'THAN THE HIGHWAY.
 LV0192
 LV0192                          STATION RECOVERY (1973)
 LV0192
 LV0192'RECOVERED 1973
 LV0192'RECOVERED IN GOOD CONDITION.
 LV0192
 LV0192                          STATION RECOVERY (1979)
 LV0192
 LV0192'RECOVERY NOTE BY CALTRANS 1979
 LV0192'RECOVERED IN GOOD CONDITION.
 LV0192
 LV0192                          STATION RECOVERY (1988)
 LV0192
 LV0192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0042 ***********************************************************************
 LV0042  DESIGNATION -  E 73
 LV0042  PID         -  LV0042
 LV0042  STATE/COUNTY-  CA/DEL NORTE
 LV0042  USGS QUAD   -  HIOUCHI (1966)
 LV0042
 LV0042                         *CURRENT SURVEY CONTROL
 LV0042  ___________________________________________________________________
 LV0042* NAD 83(1986)-  41 50 21.3    (N)    124 01 34.4    (W)     HD_HELD2  
 LV0042* NAVD 88     -        90.078  (meters)     295.53   (feet)  ADJUSTED  
 LV0042  ___________________________________________________________________
 LV0042  GEOID HEIGHT-         -27.47  (meters)                     GEOID09
 LV0042  DYNAMIC HT  -          90.042 (meters)     295.41  (feet)  COMP
 LV0042  MODELED GRAV-     980,223.8   (mgal)                       NAVD 88
 LV0042
 LV0042  VERT ORDER  -  FIRST     CLASS II
 LV0042
 LV0042.The horizontal coordinates were established by autonomous hand held GPS
 LV0042.observations and have an estimated accuracy of +/- 10 meters.
 LV0042.
 LV0042.The orthometric height was determined by differential leveling and
 LV0042.adjusted in June 1991.
 LV0042
 LV0042.The geoid height was determined by GEOID09.
 LV0042
 LV0042.The dynamic height is computed by dividing the NAVD 88
 LV0042.geopotential number by the normal gravity value computed on the
 LV0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0042.degrees latitude (g = 980.6199 gals.).
 LV0042
 LV0042.The modeled gravity was interpolated from observed gravity values.
 LV0042
 LV0042;                    North         East    Units  Estimated Accuracy
 LV0042;SPC CA 1     -   780,213.    1,831,711.      MT  (+/- 10 meters HH2 GPS)
 LV0042
 LV0042                          SUPERSEDED SURVEY CONTROL
 LV0042
 LV0042  NGVD 29 (??/??/??)   89.047  (m)          292.15   (f) ADJUSTED    1 2
 LV0042
 LV0042.Superseded values are not recommended for survey control.
 LV0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0042.See file dsdata.txt to determine how the superseded data were derived.
 LV0042
 LV0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM1479632437(NAD 83)
 LV0042
 LV0042_MARKER: DB = BENCH MARK DISK
 LV0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0042_SP_SET: CURB
 LV0042_STAMPING: 291.325 E 73 1930
 LV0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0042
 LV0042  HISTORY     - Date     Condition        Report By
 LV0042  HISTORY     - 1930     MONUMENTED       CGS
 LV0042  HISTORY     - 1942     GOOD             CGS
 LV0042  HISTORY     - 1965     GOOD             USGS
 LV0042  HISTORY     - 20080426 GOOD             GEOCAC
 LV0042
 LV0042                          STATION DESCRIPTION
 LV0042
 LV0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LV0042'3.1 MI SW FROM GASQUET.
 LV0042'3.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 199 FROM GASQUET, DEL NORTE
 LV0042'COUNTY, AT A CONCRETE BRIDGE OVER HARDSCRABBLE CREEK, AT THE
 LV0042'SOUTHWEST CORNER OF THE BRIDGE, AND IN THE TOP OF THE CURB.  A
 LV0042'STANDARD DISK, STAMPED 291.325 E 73 1930.  NOTE-- AT THE NORTHWEST
 LV0042'CORNER OF THE BRIDGE NOT SOUTHWEST CORNER.
 LV0042
 LV0042                          STATION RECOVERY (1965)
 LV0042
 LV0042'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 LV0042'RECOVERED IN GOOD CONDITION.
 LV0042
 LV0042                          STATION RECOVERY (2008)
 LV0042
 LV0042'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 LV0042'HH2 (NAD 83) 41 50 21.3 (N)  124 01 34.4 (W)
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0194 ***********************************************************************
 LV0194  DESIGNATION -  E 74
 LV0194  PID         -  LV0194
 LV0194  STATE/COUNTY-  CA/HUMBOLDT
 LV0194  USGS QUAD   -  FERN CANYON (1966)
 LV0194
 LV0194                         *CURRENT SURVEY CONTROL
 LV0194  ___________________________________________________________________
 LV0194* NAD 83(1986)-  41 23 36.     (N)    124 01 19.     (W)     SCALED    
 LV0194* NAVD 88     -        91.857  (meters)     301.37   (feet)  ADJUSTED  
 LV0194  ___________________________________________________________________
 LV0194  GEOID HEIGHT-         -28.97  (meters)                     GEOID09
 LV0194  DYNAMIC HT  -          91.821 (meters)     301.25  (feet)  COMP
 LV0194  MODELED GRAV-     980,224.3   (mgal)                       NAVD 88
 LV0194
 LV0194  VERT ORDER  -  FIRST     CLASS II
 LV0194
 LV0194.The horizontal coordinates were scaled from a topographic map and have
 LV0194.an estimated accuracy of +/- 6 seconds.
 LV0194.
 LV0194.The orthometric height was determined by differential leveling and
 LV0194.adjusted in June 1991.
 LV0194
 LV0194.The geoid height was determined by GEOID09.
 LV0194
 LV0194.The dynamic height is computed by dividing the NAVD 88
 LV0194.geopotential number by the normal gravity value computed on the
 LV0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0194.degrees latitude (g = 980.6199 gals.).
 LV0194
 LV0194.The modeled gravity was interpolated from observed gravity values.
 LV0194
 LV0194;                    North         East    Units  Estimated Accuracy
 LV0194;SPC CA 1     -   730,690.    1,830,920.      MT  (+/- 180 meters Scaled)
 LV0194
 LV0194                          SUPERSEDED SURVEY CONTROL
 LV0194
 LV0194  NGVD 29 (??/??/??)   90.825  (m)          297.98   (f) ADJUSTED    1 2
 LV0194
 LV0194.Superseded values are not recommended for survey control.
 LV0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0194.See file dsdata.txt to determine how the superseded data were derived.
 LV0194
 LV0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL145829(NAD 83)
 LV0194
 LV0194_MARKER: DB = BENCH MARK DISK
 LV0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0194_STAMPING: E 74 1930 297.270
 LV0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0194+STABILITY: SURFACE MOTION
 LV0194
 LV0194  HISTORY     - Date     Condition        Report By
 LV0194  HISTORY     - 1930     MONUMENTED       CGS
 LV0194  HISTORY     - 1967     GOOD             CGS
 LV0194  HISTORY     - 1979     GOOD             CADT
 LV0194  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0194
 LV0194                          STATION DESCRIPTION
 LV0194
 LV0194'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0194'8.1 MI N FROM ORICK.
 LV0194'8.1 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0194'ORICK, 210 FEET NORTH OF THE JUNCTION OF ZIG ZAG TRAIL, 165
 LV0194'FEET NORTH OF WHITEHOUSE GROVE SIGN, AT THE NORTH END OF A
 LV0194'SHALLOW CUT BANK, 36 FEET WEST OF THE CENTER LINE OF THE
 LV0194'HIGHWAY, 118 FEET SOUTH OF CULVERT 129.45, 1.5 FEET EAST OF A
 LV0194'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP
 LV0194'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND.
 LV0194
 LV0194                          STATION RECOVERY (1979)
 LV0194
 LV0194'RECOVERY NOTE BY CALTRANS 1979
 LV0194'RECOVERED IN GOOD CONDITION.
 LV0194
 LV0194                          STATION RECOVERY (1988)
 LV0194
 LV0194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0194'THERE HAS BEEN EXTENSIVE GRADING AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0303 ***********************************************************************
 LV0303  DESIGNATION -  E 75
 LV0303  PID         -  LV0303
 LV0303  STATE/COUNTY-  CA/HUMBOLDT
 LV0303  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0303
 LV0303                         *CURRENT SURVEY CONTROL
 LV0303  ___________________________________________________________________
 LV0303* NAD 83(1986)-  40 52 28.     (N)    124 05 13.     (W)     SCALED    
 LV0303* NAVD 88     -        25.87   (+/-2cm)      84.9    (feet)  VERTCON   
 LV0303  ___________________________________________________________________
 LV0303  GEOID HEIGHT-         -30.21  (meters)                     GEOID09
 LV0303  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0303
 LV0303.The horizontal coordinates were scaled from a topographic map and have
 LV0303.an estimated accuracy of +/- 6 seconds.
 LV0303.
 LV0303.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0303
 LV0303.The vertical order pertains to the NGVD 29 superseded value.
 LV0303
 LV0303.The geoid height was determined by GEOID09.
 LV0303
 LV0303;                    North         East    Units  Estimated Accuracy
 LV0303;SPC CA 1     -   673,220.    1,824,120.      MT  (+/- 180 meters Scaled)
 LV0303
 LV0303                          SUPERSEDED SURVEY CONTROL
 LV0303
 LV0303  NGVD 29 (??/??/??)   24.843  (m)           81.51   (f) ADJUSTED    1 2
 LV0303
 LV0303.Superseded values are not recommended for survey control.
 LV0303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0303.See file dsdata.txt to determine how the superseded data were derived.
 LV0303
 LV0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL084253(NAD 83)
 LV0303
 LV0303_MARKER: DB = BENCH MARK DISK
 LV0303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0303_SP_SET: CONCRETE RAILING
 LV0303_STAMPING: E 75 1931 80932
 LV0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0303
 LV0303  HISTORY     - Date     Condition        Report By
 LV0303  HISTORY     - 1931     MONUMENTED       CGS
 LV0303  HISTORY     - 1967     GOOD             CGS
 LV0303  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LV0303
 LV0303                          STATION DESCRIPTION
 LV0303
 LV0303'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0303'AT ARCATA.
 LV0303'AT ARCATA, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF 16TH
 LV0303'AND J STREETS, IN THE TOP OF THE NORTH CONCRETE RAILING FOR
 LV0303'STEPS TO THE EAST ENTRANCE TO HUGH B. STEWART ELEMENTARY
 LV0303'SCHOOL, 40 FEET SOUTH OF THE SOUTH CURB OF 16TH STREET, 5.0 FEET
 LV0303'NORTH OF THE CENTER OF THE STEPS, 1.5 FEET WEST OF THE EAST END
 LV0303'OF THE RAILING, AND ABOUT 1 1/2 FEET HIGHER THAN THE STREET.
 LV0303
 LV0303                          STATION RECOVERY (1988)
 LV0303
 LV0303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0303'THERE IS A NEW SET OF STEPS AND A WHEEL CHAIR RAMP AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0483 ***********************************************************************
 NZ0483  DESIGNATION -  F 56
 NZ0483  PID         -  NZ0483
 NZ0483  STATE/COUNTY-  OR/JOSEPHINE
 NZ0483  USGS QUAD   -  GRANTS PASS (1996)
 NZ0483
 NZ0483                         *CURRENT SURVEY CONTROL
 NZ0483  ___________________________________________________________________
 NZ0483* NAD 83(1986)-  42 25 46.4    (N)    123 19 54.1    (W)     HD_HELD2  
 NZ0483* NAVD 88     -       281.895  (meters)     924.85   (feet)  ADJUSTED  
 NZ0483  ___________________________________________________________________
 NZ0483  GEOID HEIGHT-         -24.40  (meters)                     GEOID09
 NZ0483  DYNAMIC HT  -         281.796 (meters)     924.53  (feet)  COMP
 NZ0483  MODELED GRAV-     980,264.6   (mgal)                       NAVD 88
 NZ0483
 NZ0483  VERT ORDER  -  FIRST     CLASS II
 NZ0483
 NZ0483.The horizontal coordinates were established by autonomous hand held GPS
 NZ0483.observations and have an estimated accuracy of +/- 10 meters.
 NZ0483.
 NZ0483.The orthometric height was determined by differential leveling and
 NZ0483.adjusted in June 1991.
 NZ0483
 NZ0483.WARNING-Repeat measurements at this control monument indicate possible
 NZ0483.vertical movement.
 NZ0483
 NZ0483.Photographs are available for this station.
 NZ0483
 NZ0483.The geoid height was determined by GEOID09.
 NZ0483
 NZ0483.The dynamic height is computed by dividing the NAVD 88
 NZ0483.geopotential number by the normal gravity value computed on the
 NZ0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0483.degrees latitude (g = 980.6199 gals.).
 NZ0483
 NZ0483.The modeled gravity was interpolated from observed gravity values.
 NZ0483
 NZ0483;                    North         East    Units  Estimated Accuracy
 NZ0483;SPC OR S     -    88,684.    1,267,026.      MT  (+/- 10 meters HH2 GPS)
 NZ0483
 NZ0483                          SUPERSEDED SURVEY CONTROL
 NZ0483
 NZ0483  NGVD 29 (??/??/92)  280.908  (m)          921.61   (f) ADJ UNCH    1 2
 NZ0483
 NZ0483.Superseded values are not recommended for survey control.
 NZ0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0483.See file dsdata.txt to determine how the superseded data were derived.
 NZ0483
 NZ0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM7271597524(NAD 83)
 NZ0483
 NZ0483_MARKER: DB = BENCH MARK DISK
 NZ0483_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 NZ0483_SP_SET: BRIDGE WALKWAY
 NZ0483_STAMPING: F 56 1930 920.973
 NZ0483_MARK LOGO: CGS   
 NZ0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ0483+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2006
 NZ0483
 NZ0483  HISTORY     - Date     Condition        Report By
 NZ0483  HISTORY     - 1930     MONUMENTED       CGS
 NZ0483  HISTORY     - 1954     GOOD             CGS
 NZ0483  HISTORY     - 1961     GOOD             CGS
 NZ0483  HISTORY     - 1979     GOOD             LOCSUR
 NZ0483  HISTORY     - 1987     GOOD             NGS
 NZ0483  HISTORY     - 20060622 GOOD             GEOCAC
 NZ0483
 NZ0483                          STATION DESCRIPTION
 NZ0483
 NZ0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0483'IN GRANTS PASS.
 NZ0483'AT GRANTS PASS, 0.8 MILE WEST ALONG 6TH STREET (U. S. HIGHWAY 99) FROM
 NZ0483'THE POST OFFICE, AT A CONCRETE BRIDGE OVER ROGUE RIVER, IN THE TOP OF
 NZ0483'THE SOUTHWEST END OF THE NORTHWEST CONCRETE SIDEWALK, 4.5 FEET
 NZ0483'NORTHWEST OF THE SOUTHEAST EDGE OF THE WALK, 0.6 FOOT SOUTHEAST OF THE
 NZ0483'SOUTHWEST END OF THE NORTHWEST CONCRETE GUARDRAIL, AND ABOUT 1/2 FOOT
 NZ0483'HIGHER THAN THE HIGHWAY.
 NZ0483
 NZ0483                          STATION RECOVERY (1961)
 NZ0483
 NZ0483'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NZ0483'RECOVERED IN GOOD CONDITION.
 NZ0483
 NZ0483                          STATION RECOVERY (1979)
 NZ0483
 NZ0483'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 NZ0483'RECOVERED IN GOOD CONDITION.
 NZ0483
 NZ0483                          STATION RECOVERY (1987)
 NZ0483
 NZ0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 NZ0483'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  AT THE
 NZ0483'INTERSTECTION OF 6TH STREET AND THE ROGUE RIVER,IN THE SOUTH END OF
 NZ0483'THE WEST WALKWAY OF THE BRIDGE SPANNING THE RIVER, 3.4 M (11.2 FT)
 NZ0483'WEST OF THE CENTERLINE OF THE STREET, AND 1.4 M (4.6 FT) NORTHWEST OF
 NZ0483'THE SOUTHEAST EDGE OF THE WALKWAY.
 NZ0483'THE MARK IS 0.2 M ABOVE THE STREET.
 NZ0483
 NZ0483                          STATION RECOVERY (2006)
 NZ0483
 NZ0483'RECOVERY NOTE BY GEOCACHING 2006 (SFG)
 NZ0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0043 ***********************************************************************
 LV0043  DESIGNATION -  F 73
 LV0043  PID         -  LV0043
 LV0043  STATE/COUNTY-  CA/DEL NORTE
 LV0043  USGS QUAD   -  HIOUCHI (1966)
 LV0043
 LV0043                         *CURRENT SURVEY CONTROL
 LV0043  ___________________________________________________________________
 LV0043* NAD 83(1986)-  41 48 47.7    (N)    124 02 41.8    (W)     HD_HELD2  
 LV0043* NAVD 88     -        77.147  (meters)     253.11   (feet)  ADJUSTED  
 LV0043  ___________________________________________________________________
 LV0043  GEOID HEIGHT-         -27.69  (meters)                     GEOID09
 LV0043  DYNAMIC HT  -          77.116 (meters)     253.00  (feet)  COMP
 LV0043  MODELED GRAV-     980,222.7   (mgal)                       NAVD 88
 LV0043
 LV0043  VERT ORDER  -  FIRST     CLASS II
 LV0043
 LV0043.The horizontal coordinates were established by autonomous hand held GPS
 LV0043.observations and have an estimated accuracy of +/- 10 meters.
 LV0043.
 LV0043.The orthometric height was determined by differential leveling and
 LV0043.adjusted in June 1991.
 LV0043
 LV0043.Photographs are available for this station.
 LV0043
 LV0043.The geoid height was determined by GEOID09.
 LV0043
 LV0043.The dynamic height is computed by dividing the NAVD 88
 LV0043.geopotential number by the normal gravity value computed on the
 LV0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0043.degrees latitude (g = 980.6199 gals.).
 LV0043
 LV0043.The modeled gravity was interpolated from observed gravity values.
 LV0043
 LV0043;                    North         East    Units  Estimated Accuracy
 LV0043;SPC CA 1     -   777,362.    1,830,089.      MT  (+/- 10 meters HH2 GPS)
 LV0043
 LV0043                          SUPERSEDED SURVEY CONTROL
 LV0043
 LV0043  NGVD 29 (??/??/??)   76.116  (m)          249.72   (f) ADJUSTED    1 2
 LV0043
 LV0043.Superseded values are not recommended for survey control.
 LV0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0043.See file dsdata.txt to determine how the superseded data were derived.
 LV0043
 LV0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM1320729569(NAD 83)
 LV0043
 LV0043_MARKER: DB = BENCH MARK DISK
 LV0043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0043_SP_SET: CULVERT
 LV0043_STAMPING: 248.894 F 73 1930
 LV0043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0043
 LV0043  HISTORY     - Date     Condition        Report By
 LV0043  HISTORY     - 1930     MONUMENTED       CGS
 LV0043  HISTORY     - 1972     GOOD             NGS
 LV0043
 LV0043                          STATION DESCRIPTION
 LV0043
 LV0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LV0043'3.3 MI E FROM HIOUCHI.
 LV0043'3.30 MILES EASTERLY ALONG STATE HIGHWAY 199 FROM THE ENTRANCE TO
 LV0043'JEDEDIAH SMITH STATE PARK AT HIOUCHI, AT THE END OF A CURVE TO
 LV0043'THE RIGHT IN THE ROADWAY AND A ROCK CUT ON LEFT.  A STANDARD
 LV0043'DISK SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 LV0043'CULVERT AT POST MILE 8.25 AND ABOUT TWO FEET HIGHER THAN THE
 LV0043'ROADWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0197 ***********************************************************************
 LV0197  DESIGNATION -  F 74
 LV0197  PID         -  LV0197
 LV0197  STATE/COUNTY-  CA/HUMBOLDT
 LV0197  USGS QUAD   -  ORICK (1975)
 LV0197
 LV0197                         *CURRENT SURVEY CONTROL
 LV0197  ___________________________________________________________________
 LV0197* NAD 83(1986)-  41 21 50.     (N)    124 01 12.     (W)     SCALED    
 LV0197* NAVD 88     -        47.886  (meters)     157.11   (feet)  ADJUSTED  
 LV0197  ___________________________________________________________________
 LV0197  GEOID HEIGHT-         -29.02  (meters)                     GEOID09
 LV0197  DYNAMIC HT  -          47.867 (meters)     157.04  (feet)  COMP
 LV0197  MODELED GRAV-     980,226.1   (mgal)                       NAVD 88
 LV0197
 LV0197  VERT ORDER  -  FIRST     CLASS II
 LV0197
 LV0197.The horizontal coordinates were scaled from a topographic map and have
 LV0197.an estimated accuracy of +/- 6 seconds.
 LV0197.
 LV0197.The orthometric height was determined by differential leveling and
 LV0197.adjusted in June 1991.
 LV0197
 LV0197.WARNING-Repeat measurements at this control monument indicate possible
 LV0197.vertical movement.
 LV0197
 LV0197.The geoid height was determined by GEOID09.
 LV0197
 LV0197.The dynamic height is computed by dividing the NAVD 88
 LV0197.geopotential number by the normal gravity value computed on the
 LV0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0197.degrees latitude (g = 980.6199 gals.).
 LV0197
 LV0197.The modeled gravity was interpolated from observed gravity values.
 LV0197
 LV0197;                    North         East    Units  Estimated Accuracy
 LV0197;SPC CA 1     -   727,420.    1,831,010.      MT  (+/- 180 meters Scaled)
 LV0197
 LV0197                          SUPERSEDED SURVEY CONTROL
 LV0197
 LV0197  NGVD 29 (??/??/??)   46.842  (m)          153.68   (f) ADJUSTED    1 2
 LV0197
 LV0197.Superseded values are not recommended for survey control.
 LV0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0197.See file dsdata.txt to determine how the superseded data were derived.
 LV0197
 LV0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL146796(NAD 83)
 LV0197
 LV0197_MARKER: DB = BENCH MARK DISK
 LV0197_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0197_STAMPING: F 74 1930 152.992
 LV0197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0197
 LV0197  HISTORY     - Date     Condition        Report By
 LV0197  HISTORY     - 1930     MONUMENTED       CGS
 LV0197  HISTORY     - 1967     GOOD             CGS
 LV0197
 LV0197                          STATION DESCRIPTION
 LV0197
 LV0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0197'6 MI N FROM ORICK.
 LV0197'5.95 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE
 LV0197'AT ORICK, 0.05 MILE NORTHEAST OF THE ENTRANCE TO PRAIRIE CREEK
 LV0197'PARK HEADQUARTERS, IN THE TOP AND 0.8 FOOT NORTHEAST OF THE
 LV0197'SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF BRIDGE NO.
 LV0197'4-204 OVER BOYES CREEK, AT HIGHWAY MILEAGE 127.24, 15 FEET
 LV0197'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 LV0197'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0485 ***********************************************************************
 NZ0485  DESIGNATION -  G 56
 NZ0485  PID         -  NZ0485
 NZ0485  STATE/COUNTY-  OR/JOSEPHINE
 NZ0485  USGS QUAD   -  GRANTS PASS (1996)
 NZ0485
 NZ0485                         *CURRENT SURVEY CONTROL
 NZ0485  ___________________________________________________________________
 NZ0485* NAD 83(1986)-  42 25 29.     (N)    123 19 57.     (W)     SCALED    
 NZ0485* NAVD 88     -       288.499  (meters)     946.52   (feet)  ADJUSTED  
 NZ0485  ___________________________________________________________________
 NZ0485  GEOID HEIGHT-         -24.41  (meters)                     GEOID09
 NZ0485  DYNAMIC HT  -         288.398 (meters)     946.19  (feet)  COMP
 NZ0485  MODELED GRAV-     980,265.4   (mgal)                       NAVD 88
 NZ0485
 NZ0485  VERT ORDER  -  FIRST     CLASS II
 NZ0485
 NZ0485.The horizontal coordinates were scaled from a topographic map and have
 NZ0485.an estimated accuracy of +/- 6 seconds.
 NZ0485.
 NZ0485.The orthometric height was determined by differential leveling and
 NZ0485.adjusted in June 1991.
 NZ0485
 NZ0485.The geoid height was determined by GEOID09.
 NZ0485
 NZ0485.The dynamic height is computed by dividing the NAVD 88
 NZ0485.geopotential number by the normal gravity value computed on the
 NZ0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0485.degrees latitude (g = 980.6199 gals.).
 NZ0485
 NZ0485.The modeled gravity was interpolated from observed gravity values.
 NZ0485
 NZ0485;                    North         East    Units  Estimated Accuracy
 NZ0485;SPC OR S     -    88,150.    1,266,940.      MT  (+/- 180 meters Scaled)
 NZ0485
 NZ0485                          SUPERSEDED SURVEY CONTROL
 NZ0485
 NZ0485  NGVD 29 (??/??/92)  287.508  (m)          943.27   (f) ADJ UNCH    1 2
 NZ0485
 NZ0485.Superseded values are not recommended for survey control.
 NZ0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0485.See file dsdata.txt to determine how the superseded data were derived.
 NZ0485
 NZ0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM726969(NAD 83)
 NZ0485
 NZ0485_MARKER: DB = BENCH MARK DISK
 NZ0485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0485_STAMPING: 942.551 G 56 1930
 NZ0485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0485+STABILITY: SURFACE MOTION
 NZ0485
 NZ0485  HISTORY     - Date     Condition        Report By
 NZ0485  HISTORY     - 1930     MONUMENTED       CGS
 NZ0485  HISTORY     - 1954     GOOD             CGS
 NZ0485  HISTORY     - 1961     GOOD             CGS
 NZ0485  HISTORY     - 1979     MARK NOT FOUND   LOCSUR
 NZ0485
 NZ0485                          STATION DESCRIPTION
 NZ0485
 NZ0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 NZ0485'1.2 MI SW FROM GRANTS PASS.
 NZ0485'0.1 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM
 NZ0485'THE STATION AT GRANTS PASS, THENCE 1.1 MILE SOUTHWEST ALONG 6TH
 NZ0485'STREET, AT THE INTERSECTION OF REDWOOD HIGHWAY (U. S. HIGHWAY 199),
 NZ0485'109.5 FEET EAST OF THE NORTHEAST CORNER OF THE HIGHWAY SCALES
 NZ0485'BUILDING, 51.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 50.5 FEET
 NZ0485'WEST OF THE CENTER LINE OF THE STREET, 18 1/2 FEET WEST OF A POWER
 NZ0485'LINE POLE WITH A METER BOX, 5 FEET NORTHEAST OF A LONE TREE, 2.1 FEET
 NZ0485'EAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 NZ0485'TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
 NZ0485
 NZ0485                          STATION RECOVERY (1961)
 NZ0485
 NZ0485'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NZ0485'RECOVERED IN GOOD CONDITION.
 NZ0485
 NZ0485                          STATION RECOVERY (1979)
 NZ0485
 NZ0485'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1979
 NZ0485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0044 ***********************************************************************
 LV0044  DESIGNATION -  G 73
 LV0044  PID         -  LV0044
 LV0044  STATE/COUNTY-  CA/DEL NORTE
 LV0044  USGS QUAD   -  HIOUCHI (1966)
 LV0044
 LV0044                         *CURRENT SURVEY CONTROL
 LV0044  ___________________________________________________________________
 LV0044* NAD 83(1986)-  41 47 34.     (N)    124 04 21.     (W)     SCALED    
 LV0044* NAVD 88     -        50.790  (meters)     166.63   (feet)  ADJUSTED  
 LV0044  ___________________________________________________________________
 LV0044  GEOID HEIGHT-         -27.95  (meters)                     GEOID09
 LV0044  DYNAMIC HT  -          50.771 (meters)     166.57  (feet)  COMP
 LV0044  MODELED GRAV-     980,264.1   (mgal)                       NAVD 88
 LV0044
 LV0044  VERT ORDER  -  FIRST     CLASS II
 LV0044
 LV0044.The horizontal coordinates were scaled from a topographic map and have
 LV0044.an estimated accuracy of +/- 6 seconds.
 LV0044.
 LV0044.The orthometric height was determined by differential leveling and
 LV0044.adjusted in June 1991.
 LV0044
 LV0044.The geoid height was determined by GEOID09.
 LV0044
 LV0044.The dynamic height is computed by dividing the NAVD 88
 LV0044.geopotential number by the normal gravity value computed on the
 LV0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0044.degrees latitude (g = 980.6199 gals.).
 LV0044
 LV0044.The modeled gravity was interpolated from observed gravity values.
 LV0044
 LV0044;                    North         East    Units  Estimated Accuracy
 LV0044;SPC CA 1     -   775,140.    1,827,750.      MT  (+/- 180 meters Scaled)
 LV0044
 LV0044                          SUPERSEDED SURVEY CONTROL
 LV0044
 LV0044  NGVD 29 (??/??/??)   49.761  (m)          163.26   (f) ADJUSTED    1 2
 LV0044
 LV0044.Superseded values are not recommended for survey control.
 LV0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0044.See file dsdata.txt to determine how the superseded data were derived.
 LV0044
 LV0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM108273(NAD 83)
 LV0044
 LV0044_MARKER: DB = BENCH MARK DISK
 LV0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0044_STAMPING: G 73 162.427 1930
 LV0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0044+STABILITY: SURFACE MOTION
 LV0044
 LV0044  HISTORY     - Date     Condition        Report By
 LV0044  HISTORY     - 1930     MONUMENTED       CGS
 LV0044  HISTORY     - 1972     GOOD             NGS
 LV0044
 LV0044                          STATION DESCRIPTION
 LV0044
 LV0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LV0044'0.7 MI E FROM HIOUCHI.
 LV0044'0.73 MILE EASTERLY ALONG HIGHWAY 199 FROM THE ENTRANCE TO
 LV0044'JEDEDIAH SMITH STATE PARK AT HIOUCHI TO A PAVED DRIVE LEADING
 LV0044'SOUTH.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 LV0044'PROJECTING 7 INCHES ABOVE GROUND SURFACE, 36 FEET SOUTH OF THE
 LV0044'CENTERLINE OF THE HIGHWAY, 10 FEET NORTHWEST OF A TELEPHONE POLE,
 LV0044'ABOUT 65 FEET NORTHWEST OF THE HIOUCHI CAFE AND ABOUT 1.5 FEET
 LV0044'LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0200 ***********************************************************************
 LV0200  DESIGNATION -  G 74
 LV0200  PID         -  LV0200
 LV0200  STATE/COUNTY-  CA/HUMBOLDT
 LV0200  USGS QUAD   -  ORICK (1975)
 LV0200
 LV0200                         *CURRENT SURVEY CONTROL
 LV0200  ___________________________________________________________________
 LV0200* NAD 83(1986)-  41 19 52.     (N)    124 01 48.     (W)     SCALED    
 LV0200* NAVD 88     -        20.578  (meters)      67.51   (feet)  ADJUSTED  
 LV0200  ___________________________________________________________________
 LV0200  GEOID HEIGHT-         -29.11  (meters)                     GEOID09
 LV0200  DYNAMIC HT  -          20.570 (meters)      67.49  (feet)  COMP
 LV0200  MODELED GRAV-     980,237.9   (mgal)                       NAVD 88
 LV0200
 LV0200  VERT ORDER  -  FIRST     CLASS II
 LV0200
 LV0200.The horizontal coordinates were scaled from a topographic map and have
 LV0200.an estimated accuracy of +/- 6 seconds.
 LV0200.
 LV0200.The orthometric height was determined by differential leveling and
 LV0200.adjusted in June 1991.
 LV0200
 LV0200.WARNING-Repeat measurements at this control monument indicate possible
 LV0200.vertical movement.
 LV0200
 LV0200.The geoid height was determined by GEOID09.
 LV0200
 LV0200.The dynamic height is computed by dividing the NAVD 88
 LV0200.geopotential number by the normal gravity value computed on the
 LV0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0200.degrees latitude (g = 980.6199 gals.).
 LV0200
 LV0200.The modeled gravity was interpolated from observed gravity values.
 LV0200
 LV0200;                    North         East    Units  Estimated Accuracy
 LV0200;SPC CA 1     -   723,800.    1,830,090.      MT  (+/- 180 meters Scaled)
 LV0200
 LV0200                          SUPERSEDED SURVEY CONTROL
 LV0200
 LV0200  NGVD 29 (??/??/??)   19.538  (m)           64.10   (f) ADJUSTED    1 2
 LV0200
 LV0200.Superseded values are not recommended for survey control.
 LV0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0200.See file dsdata.txt to determine how the superseded data were derived.
 LV0200
 LV0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL138760(NAD 83)
 LV0200
 LV0200_MARKER: DB = BENCH MARK DISK
 LV0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0200_SP_SET: CURB
 LV0200_STAMPING: G 74 1930 63.550
 LV0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0200
 LV0200  HISTORY     - Date     Condition        Report By
 LV0200  HISTORY     - 1930     MONUMENTED       CGS
 LV0200  HISTORY     - 1967     GOOD             CGS
 LV0200  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0200
 LV0200                          STATION DESCRIPTION
 LV0200
 LV0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0200'3.4 MI N FROM ORICK.
 LV0200'3.45 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0200'ORICK, 0.1 MILE SOUTH OF A STATE FISH HATCHERY, IN THE TOP OF THE
 LV0200'SOUTH END OF THE WEST CONCRETE CURB OF BRIDGE NO. 4-30 OVER LOST
 LV0200'MAN CREEK, AT HIGHWAY MILEAGE 124.71, 11 FEET WEST OF THE CENTER
 LV0200'LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 LV0200
 LV0200                          STATION RECOVERY (1988)
 LV0200
 LV0200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0200'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0045 ***********************************************************************
 LV0045  DESIGNATION -  H 73
 LV0045  PID         -  LV0045
 LV0045  STATE/COUNTY-  CA/DEL NORTE
 LV0045  USGS QUAD   -  HIOUCHI (1966)
 LV0045
 LV0045                         *CURRENT SURVEY CONTROL
 LV0045  ___________________________________________________________________
 LV0045* NAD 83(1986)-  41 48 24.     (N)    124 04 58.     (W)     SCALED    
 LV0045* NAVD 88     -        40.404  (meters)     132.56   (feet)  ADJUSTED  
 LV0045  ___________________________________________________________________
 LV0045  GEOID HEIGHT-         -27.97  (meters)                     GEOID09
 LV0045  DYNAMIC HT  -          40.389 (meters)     132.51  (feet)  COMP
 LV0045  MODELED GRAV-     980,258.9   (mgal)                       NAVD 88
 LV0045
 LV0045  VERT ORDER  -  FIRST     CLASS II
 LV0045
 LV0045.The horizontal coordinates were scaled from a topographic map and have
 LV0045.an estimated accuracy of +/- 6 seconds.
 LV0045.
 LV0045.The orthometric height was determined by differential leveling and
 LV0045.adjusted in June 1991.
 LV0045
 LV0045.The geoid height was determined by GEOID09.
 LV0045
 LV0045.The dynamic height is computed by dividing the NAVD 88
 LV0045.geopotential number by the normal gravity value computed on the
 LV0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0045.degrees latitude (g = 980.6199 gals.).
 LV0045
 LV0045.The modeled gravity was interpolated from observed gravity values.
 LV0045
 LV0045;                    North         East    Units  Estimated Accuracy
 LV0045;SPC CA 1     -   776,710.    1,826,930.      MT  (+/- 180 meters Scaled)
 LV0045
 LV0045                          SUPERSEDED SURVEY CONTROL
 LV0045
 LV0045  NGVD 29 (??/??/??)   39.375  (m)          129.18   (f) ADJUSTED    1 2
 LV0045
 LV0045.Superseded values are not recommended for survey control.
 LV0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0045.See file dsdata.txt to determine how the superseded data were derived.
 LV0045
 LV0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM100288(NAD 83)
 LV0045
 LV0045_MARKER: DB = BENCH MARK DISK
 LV0045_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0045_SP_SET: ABUTMENT
 LV0045_STAMPING: 128.349 H 73 1930
 LV0045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0045
 LV0045  HISTORY     - Date     Condition        Report By
 LV0045  HISTORY     - 1930     MONUMENTED       CGS
 LV0045  HISTORY     - 1972     GOOD             NGS
 LV0045
 LV0045                          STATION DESCRIPTION
 LV0045
 LV0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 LV0045'0.7 MI W FROM HIOUCHI.
 LV0045'0.70 MILE WEST ALONG STATE HIGHWAY 199 FROM THE ENTRANCE TO
 LV0045'JEDEDIAH SMITH STATE PARK AT HIOUCHI, TO A STEEL BRIDGE NO. 1-06
 LV0045'OVER THE SMITH RIVER, JUST WEST OF JUNCTION WITH STATE HIGHWAY
 LV0045'197.  A STANDARD DISK STAMPED 128.349 H 73 1930 SET IN THE TOP
 LV0045'OF THE SOUTH END OF THE WEST ABUTMENT OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0202 ***********************************************************************
 LV0202  DESIGNATION -  H 74
 LV0202  PID         -  LV0202
 LV0202  STATE/COUNTY-  CA/HUMBOLDT
 LV0202  USGS QUAD   -  ORICK (1975)
 LV0202
 LV0202                         *CURRENT SURVEY CONTROL
 LV0202  ___________________________________________________________________
 LV0202* NAD 83(1986)-  41 18 30.     (N)    124 02 43.     (W)     SCALED    
 LV0202* NAVD 88     -        13.250  (meters)      43.47   (feet)  ADJUSTED  
 LV0202  ___________________________________________________________________
 LV0202  GEOID HEIGHT-         -29.20  (meters)                     GEOID09
 LV0202  DYNAMIC HT  -          13.244 (meters)      43.45  (feet)  COMP
 LV0202  MODELED GRAV-     980,242.3   (mgal)                       NAVD 88
 LV0202
 LV0202  VERT ORDER  -  FIRST     CLASS II
 LV0202
 LV0202.The horizontal coordinates were scaled from a topographic map and have
 LV0202.an estimated accuracy of +/- 6 seconds.
 LV0202.
 LV0202.The orthometric height was determined by differential leveling and
 LV0202.adjusted in June 1991.
 LV0202
 LV0202.WARNING-Repeat measurements at this control monument indicate possible
 LV0202.vertical movement.
 LV0202
 LV0202.The geoid height was determined by GEOID09.
 LV0202
 LV0202.The dynamic height is computed by dividing the NAVD 88
 LV0202.geopotential number by the normal gravity value computed on the
 LV0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0202.degrees latitude (g = 980.6199 gals.).
 LV0202
 LV0202.The modeled gravity was interpolated from observed gravity values.
 LV0202
 LV0202;                    North         East    Units  Estimated Accuracy
 LV0202;SPC CA 1     -   721,300.    1,828,750.      MT  (+/- 180 meters Scaled)
 LV0202
 LV0202                          SUPERSEDED SURVEY CONTROL
 LV0202
 LV0202  NGVD 29 (12/02/92)   12.211  (m)           40.06   (f) ADJUSTED    1 2
 LV0202
 LV0202.Superseded values are not recommended for survey control.
 LV0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0202.See file dsdata.txt to determine how the superseded data were derived.
 LV0202
 LV0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL125735(NAD 83)
 LV0202
 LV0202_MARKER: DB = BENCH MARK DISK
 LV0202_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0202_SP_SET: BRIDGE CURB
 LV0202_STAMPING: H 74 1930 39.554
 LV0202_MARK LOGO: CGS   
 LV0202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0202
 LV0202  HISTORY     - Date     Condition        Report By
 LV0202  HISTORY     - 1930     MONUMENTED       CGS
 LV0202  HISTORY     - 1967     GOOD             CGS
 LV0202  HISTORY     - 1988     GOOD             NGS
 LV0202
 LV0202                          STATION DESCRIPTION
 LV0202
 LV0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0202'1.6 MI N FROM ORICK.
 LV0202'1.6 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0202'ORICK, AT HIGHWAY MILEAGE 122.86, IN THE TOP OF THE WEST CONCRETE
 LV0202'CURB OF BRIDGE NO. 4-29 OVER PRAIRIE CREEK, 12 FEET WEST OF THE
 LV0202'CENTER LINE OF THE HIGHWAY, 12 FEET NORTH OF THE SOUTH END OF THE
 LV0202'CURB, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 LV0202
 LV0202                          STATION RECOVERY (1988)
 LV0202
 LV0202'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0290 ***********************************************************************
 LV0290  DESIGNATION -  H 75
 LV0290  PID         -  LV0290
 LV0290  STATE/COUNTY-  CA/HUMBOLDT
 LV0290  USGS QUAD   -  ARCATA SOUTH (1972)
 LV0290
 LV0290                         *CURRENT SURVEY CONTROL
 LV0290  ___________________________________________________________________
 LV0290* NAD 83(1986)-  40 48 29.     (N)    124 06 57.     (W)     SCALED    
 LV0290* NAVD 88     -         2.72   (+/-2cm)       8.9    (feet)  VERTCON   
 LV0290  ___________________________________________________________________
 LV0290  GEOID HEIGHT-         -30.43  (meters)                     GEOID09
 LV0290  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0290
 LV0290.The horizontal coordinates were scaled from a topographic map and have
 LV0290.an estimated accuracy of +/- 6 seconds.
 LV0290.
 LV0290.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0290
 LV0290.The vertical order pertains to the NGVD 29 superseded value.
 LV0290
 LV0290.The geoid height was determined by GEOID09.
 LV0290
 LV0290;                    North         East    Units  Estimated Accuracy
 LV0290;SPC CA 1     -   665,900.    1,821,510.      MT  (+/- 180 meters Scaled)
 LV0290
 LV0290                          SUPERSEDED SURVEY CONTROL
 LV0290
 LV0290  NGVD 29 (??/??/??)    1.706  (m)            5.60   (f) ADJUSTED    1 2
 LV0290
 LV0290.Superseded values are not recommended for survey control.
 LV0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0290.See file dsdata.txt to determine how the superseded data were derived.
 LV0290
 LV0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL058180(NAD 83)
 LV0290
 LV0290_MARKER: DB = BENCH MARK DISK
 LV0290_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0290_SP_SET: CONCRETE FLOOD GATE
 LV0290_STAMPING: H-75 1931
 LV0290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0290
 LV0290  HISTORY     - Date     Condition        Report By
 LV0290  HISTORY     - 1931     MONUMENTED       CGS
 LV0290
 LV0290                          STATION DESCRIPTION
 LV0290
 LV0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 LV0290'5 MI SW FROM ARCATA.
 LV0290'SET ON TOP OF EAST WALL OF SMALL CONCRETE FLOOD-GATE 48 FEET
 LV0290'SOUTH OF CENTER-LINE OF REDWOOD HIGHWAY.  ALSO 2.4 MILES NORTH
 LV0290'EAST OF EUREKA COURT HOUSE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0568 ***********************************************************************
 NZ0568  DESIGNATION -  J 57
 NZ0568  PID         -  NZ0568
 NZ0568  STATE/COUNTY-  OR/JOSEPHINE
 NZ0568  USGS QUAD   -  CAVE JUNCTION (1989)
 NZ0568
 NZ0568                         *CURRENT SURVEY CONTROL
 NZ0568  ___________________________________________________________________
 NZ0568* NAD 83(1986)-  42 07 30.     (N)    123 40 12.     (W)     SCALED    
 NZ0568* NAVD 88     -       403.902  (meters)    1325.14   (feet)  ADJUSTED  
 NZ0568  ___________________________________________________________________
 NZ0568  GEOID HEIGHT-         -25.32  (meters)                     GEOID09
 NZ0568  DYNAMIC HT  -         403.737 (meters)    1324.59  (feet)  COMP
 NZ0568  MODELED GRAV-     980,203.3   (mgal)                       NAVD 88
 NZ0568
 NZ0568  VERT ORDER  -  FIRST     CLASS II
 NZ0568
 NZ0568.The horizontal coordinates were scaled from a topographic map and have
 NZ0568.an estimated accuracy of +/- 6 seconds.
 NZ0568.
 NZ0568.The orthometric height was determined by differential leveling and
 NZ0568.adjusted in June 1991.
 NZ0568
 NZ0568.The geoid height was determined by GEOID09.
 NZ0568
 NZ0568.The dynamic height is computed by dividing the NAVD 88
 NZ0568.geopotential number by the normal gravity value computed on the
 NZ0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0568.degrees latitude (g = 980.6199 gals.).
 NZ0568
 NZ0568.The modeled gravity was interpolated from observed gravity values.
 NZ0568
 NZ0568;                    North         East    Units  Estimated Accuracy
 NZ0568;SPC OR S     -    55,880.    1,237,930.      MT  (+/- 180 meters Scaled)
 NZ0568
 NZ0568                          SUPERSEDED SURVEY CONTROL
 NZ0568
 NZ0568  NGVD 29 (??/??/92)  402.923  (m)         1321.92   (f) ADJ UNCH    1 2
 NZ0568
 NZ0568.Superseded values are not recommended for survey control.
 NZ0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0568.See file dsdata.txt to determine how the superseded data were derived.
 NZ0568
 NZ0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM446638(NAD 83)
 NZ0568
 NZ0568_MARKER: DD = SURVEY DISK
 NZ0568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0568_SP_SET: BRIDGE
 NZ0568_STAMPING: 1321.159 J 57 1930
 NZ0568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0568
 NZ0568  HISTORY     - Date     Condition        Report By
 NZ0568  HISTORY     - 1930     MONUMENTED       ORDT
 NZ0568  HISTORY     - 1961     GOOD             CGS
 NZ0568  HISTORY     - 1967     GOOD             CGS
 NZ0568  HISTORY     - 19860414 SEE DESCRIPTION  USGS
 NZ0568
 NZ0568                          STATION DESCRIPTION
 NZ0568
 NZ0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NZ0568'5.6 MI SW FROM KERBY.
 NZ0568'REACHED FROM THE POST OFFICE AT KERBY GO SOUTHWEST ON U.S. HIGHWAY 199
 NZ0568'FOR 5.6 MILES TO THE CONCRETE PIERS OF THE STEEL BRIDGE.  THIS BRIDGE
 NZ0568'HAS BEEN REMOVED.  A NEW CONCRETE BRIDGE WAS BUILT OVER THE WEST FORK
 NZ0568'ILLINOIS RIVER.  IT IS ABOUT 0.2 MILE SOUTHEAST OF THE LOCATION OF THE
 NZ0568'OLD BRIDGE.  NOTE-- THE PIERS FOR THE OLD STEEL BRIDGE ARE STILL
 NZ0568'THERE.  A LADDER IS NEEDED TO REACH THIS BENCH MARK.
 NZ0568
 NZ0568                          STATION RECOVERY (1967)
 NZ0568
 NZ0568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NZ0568'RECOVERED IN GOOD CONDITION.
 NZ0568
 NZ0568                          STATION RECOVERY (1986)
 NZ0568
 NZ0568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (MHH)
 NZ0568'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0046 ***********************************************************************
 LV0046  DESIGNATION -  J 73
 LV0046  PID         -  LV0046
 LV0046  STATE/COUNTY-  CA/DEL NORTE
 LV0046  USGS QUAD   -  CRESCENT CITY (1978)
 LV0046
 LV0046                         *CURRENT SURVEY CONTROL
 LV0046  ___________________________________________________________________
 LV0046* NAD 83(1986)-  41 48 34.     (N)    124 07 38.     (W)     SCALED    
 LV0046* NAVD 88     -       122.625  (meters)     402.31   (feet)  ADJUSTED  
 LV0046  ___________________________________________________________________
 LV0046  GEOID HEIGHT-         -28.24  (meters)                     GEOID09
 LV0046  DYNAMIC HT  -         122.583 (meters)     402.17  (feet)  COMP
 LV0046  MODELED GRAV-     980,276.4   (mgal)                       NAVD 88
 LV0046
 LV0046  VERT ORDER  -  FIRST     CLASS II
 LV0046
 LV0046.The horizontal coordinates were scaled from a topographic map and have
 LV0046.an estimated accuracy of +/- 6 seconds.
 LV0046.
 LV0046.The orthometric height was determined by differential leveling and
 LV0046.adjusted in June 1991.
 LV0046
 LV0046.The geoid height was determined by GEOID09.
 LV0046
 LV0046.The dynamic height is computed by dividing the NAVD 88
 LV0046.geopotential number by the normal gravity value computed on the
 LV0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0046.degrees latitude (g = 980.6199 gals.).
 LV0046
 LV0046.The modeled gravity was interpolated from observed gravity values.
 LV0046
 LV0046;                    North         East    Units  Estimated Accuracy
 LV0046;SPC CA 1     -   777,100.    1,823,240.      MT  (+/- 180 meters Scaled)
 LV0046
 LV0046                          SUPERSEDED SURVEY CONTROL
 LV0046
 LV0046  NGVD 29 (??/??/??)  121.601  (m)          398.95   (f) ADJUSTED    1 2
 LV0046
 LV0046.Superseded values are not recommended for survey control.
 LV0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0046.See file dsdata.txt to determine how the superseded data were derived.
 LV0046
 LV0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM063292(NAD 83)
 LV0046
 LV0046_MARKER: DB = BENCH MARK DISK
 LV0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0046_STAMPING: 398.113 J 73 1930
 LV0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0046+STABILITY: SURFACE MOTION
 LV0046
 LV0046  HISTORY     - Date     Condition        Report By
 LV0046  HISTORY     - 1930     MONUMENTED       CGS
 LV0046  HISTORY     - 1935     GOOD             CGS
 LV0046
 LV0046                          STATION DESCRIPTION
 LV0046
 LV0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LV0046'5.5 MI NE FROM CRESCENT CITY.
 LV0046'4.7 MILES NORTHEAST ALONG REDWOOD HIGHWAY FROM THE JUNCTION OF
 LV0046'U.S. HIGHWAY 101 0.8 MILE NORTHEAST OF THE POST OFFICE AT
 LV0046'CRESCENT CITY, DEL NORTE COUNTY, AT THE MIDDLE OF AN S-CURVE IN
 LV0046'THE HIGHWAY, 32 FEET NORTH OF CULVERT NO. 294+94, 32 FEET
 LV0046'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 20 FEET EAST OF A
 LV0046'3-FOOT REDWOOD TREE, AND IN A SMALL EXCAVATION.  A STANDARD
 LV0046'DISK, STAMPED 398.113 J 73 1930 AND SET IN THE TOP OF A CONCRETE
 LV0046'POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0185 ***********************************************************************
 LV0185  DESIGNATION -  J 74
 LV0185  PID         -  LV0185
 LV0185  STATE/COUNTY-  CA/HUMBOLDT
 LV0185  USGS QUAD   -  ORICK (1975)
 LV0185
 LV0185                         *CURRENT SURVEY CONTROL
 LV0185  ___________________________________________________________________
 LV0185* NAD 83(1986)-  41 17 16.     (N)    124 03 32.     (W)     SCALED    
 LV0185* NAVD 88     -        11.473  (meters)      37.64   (feet)  ADJUSTED  
 LV0185  ___________________________________________________________________
 LV0185  GEOID HEIGHT-         -29.29  (meters)                     GEOID09
 LV0185  DYNAMIC HT  -          11.469 (meters)      37.63  (feet)  COMP
 LV0185  MODELED GRAV-     980,245.0   (mgal)                       NAVD 88
 LV0185
 LV0185  VERT ORDER  -  FIRST     CLASS II
 LV0185
 LV0185.The horizontal coordinates were scaled from a topographic map and have
 LV0185.an estimated accuracy of +/- 6 seconds.
 LV0185.
 LV0185.The orthometric height was determined by differential leveling and
 LV0185.adjusted in June 1991.
 LV0185
 LV0185.WARNING-Repeat measurements at this control monument indicate possible
 LV0185.vertical movement.
 LV0185
 LV0185.The geoid height was determined by GEOID09.
 LV0185
 LV0185.The dynamic height is computed by dividing the NAVD 88
 LV0185.geopotential number by the normal gravity value computed on the
 LV0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0185.degrees latitude (g = 980.6199 gals.).
 LV0185
 LV0185.The modeled gravity was interpolated from observed gravity values.
 LV0185
 LV0185;                    North         East    Units  Estimated Accuracy
 LV0185;SPC CA 1     -   719,050.    1,827,560.      MT  (+/- 180 meters Scaled)
 LV0185
 LV0185                          SUPERSEDED SURVEY CONTROL
 LV0185
 LV0185  NGVD 29 (??/??/??)   10.436  (m)           34.24   (f) ADJUSTED    1 2
 LV0185
 LV0185.Superseded values are not recommended for survey control.
 LV0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0185.See file dsdata.txt to determine how the superseded data were derived.
 LV0185
 LV0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL113712(NAD 83)
 LV0185
 LV0185_MARKER: DB = BENCH MARK DISK
 LV0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0185_SP_SET: CURB
 LV0185_STAMPING: J 74 1930 33.681
 LV0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0185
 LV0185  HISTORY     - Date     Condition        Report By
 LV0185  HISTORY     - 1930     MONUMENTED       CGS
 LV0185  HISTORY     - 1967     GOOD             CGS
 LV0185  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0185
 LV0185                          STATION DESCRIPTION
 LV0185
 LV0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0185'AT ORICK.
 LV0185'AT ORICK, 0.2 MILE SOUTH OF THE POST OFFICE, IN THE TOP OF THE
 LV0185'SOUTH END OF THE WEST CONCRETE CURB OF A STEEL TRUSS BRIDGE
 LV0185'OVER REDWOOD CREEK, 12.5 FEET WEST OF THE CENTER LINE OF THE
 LV0185'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 LV0185
 LV0185                          STATION RECOVERY (1988)
 LV0185
 LV0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0185'THERE IS A NEW BRIDGE AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0286 ***********************************************************************
 LV0286  DESIGNATION -  J 75
 LV0286  PID         -  LV0286
 LV0286  STATE/COUNTY-  CA/HUMBOLDT
 LV0286  USGS QUAD   -  EUREKA (1972)
 LV0286
 LV0286                         *CURRENT SURVEY CONTROL
 LV0286  ___________________________________________________________________
 LV0286* NAD 83(1986)-  40 48 17.     (N)    124 08 30.     (W)     SCALED    
 LV0286* NAVD 88     -         4.90   (+/-2cm)      16.1    (feet)  VERTCON   
 LV0286  ___________________________________________________________________
 LV0286  GEOID HEIGHT-         -30.55  (meters)                     GEOID09
 LV0286  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0286
 LV0286.The horizontal coordinates were scaled from a topographic map and have
 LV0286.an estimated accuracy of +/- 6 seconds.
 LV0286.
 LV0286.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0286
 LV0286.The vertical order pertains to the NGVD 29 superseded value.
 LV0286
 LV0286.The geoid height was determined by GEOID09.
 LV0286
 LV0286;                    North         East    Units  Estimated Accuracy
 LV0286;SPC CA 1     -   665,590.    1,819,320.      MT  (+/- 180 meters Scaled)
 LV0286
 LV0286                          SUPERSEDED SURVEY CONTROL
 LV0286
 LV0286  NGVD 29 (??/??/??)    3.887  (m)           12.75   (f) ADJUSTED    1 2
 LV0286
 LV0286.Superseded values are not recommended for survey control.
 LV0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0286.See file dsdata.txt to determine how the superseded data were derived.
 LV0286
 LV0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL037177(NAD 83)
 LV0286
 LV0286_MARKER: DB = BENCH MARK DISK
 LV0286_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0286_SP_SET: CURB
 LV0286_STAMPING: J 75 1931
 LV0286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0286
 LV0286  HISTORY     - Date     Condition        Report By
 LV0286  HISTORY     - 1931     MONUMENTED       CGS
 LV0286
 LV0286                          STATION DESCRIPTION
 LV0286
 LV0286'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 LV0286'1 MI NE FROM EUREKA.
 LV0286'SET ON TOP OF CONCRETE CURB AT SOUTHEAST CORNER OF APPROACH TO
 LV0286'DRAW BRIDGE OVER EUREKA SLOUGH.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0569 ***********************************************************************
 NZ0569  DESIGNATION -  K 57
 NZ0569  PID         -  NZ0569
 NZ0569  STATE/COUNTY-  OR/JOSEPHINE
 NZ0569  USGS QUAD   -  O'BRIEN (1996)
 NZ0569
 NZ0569                         *CURRENT SURVEY CONTROL
 NZ0569  ___________________________________________________________________
 NZ0569* NAD 83(1986)-  42 07 19.     (N)    123 40 19.     (W)     SCALED    
 NZ0569* NAVD 88     -       404.334  (meters)    1326.55   (feet)  ADJUSTED  
 NZ0569  ___________________________________________________________________
 NZ0569  GEOID HEIGHT-         -25.32  (meters)                     GEOID09
 NZ0569  DYNAMIC HT  -         404.169 (meters)    1326.01  (feet)  COMP
 NZ0569  MODELED GRAV-     980,202.7   (mgal)                       NAVD 88
 NZ0569
 NZ0569  VERT ORDER  -  FIRST     CLASS II
 NZ0569
 NZ0569.The horizontal coordinates were scaled from a topographic map and have
 NZ0569.an estimated accuracy of +/- 6 seconds.
 NZ0569.
 NZ0569.The orthometric height was determined by differential leveling and
 NZ0569.adjusted in June 1991.
 NZ0569
 NZ0569.The geoid height was determined by GEOID09.
 NZ0569
 NZ0569.The dynamic height is computed by dividing the NAVD 88
 NZ0569.geopotential number by the normal gravity value computed on the
 NZ0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0569.degrees latitude (g = 980.6199 gals.).
 NZ0569
 NZ0569.The modeled gravity was interpolated from observed gravity values.
 NZ0569
 NZ0569;                    North         East    Units  Estimated Accuracy
 NZ0569;SPC OR S     -    55,540.    1,237,750.      MT  (+/- 180 meters Scaled)
 NZ0569
 NZ0569                          SUPERSEDED SURVEY CONTROL
 NZ0569
 NZ0569  NGVD 29 (??/??/92)  403.355  (m)         1323.34   (f) ADJ UNCH    1 2
 NZ0569
 NZ0569.Superseded values are not recommended for survey control.
 NZ0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0569.See file dsdata.txt to determine how the superseded data were derived.
 NZ0569
 NZ0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM444635(NAD 83)
 NZ0569
 NZ0569_MARKER: DD = SURVEY DISK
 NZ0569_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0569_SP_SET: BRIDGE
 NZ0569_STAMPING: K-57 1930
 NZ0569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0569
 NZ0569  HISTORY     - Date     Condition        Report By
 NZ0569  HISTORY     - 1930     MONUMENTED       ORDT
 NZ0569  HISTORY     - 1930     GOOD             CGS
 NZ0569  HISTORY     - 1967     GOOD             CGS
 NZ0569  HISTORY     - 19860414 GOOD             USGS
 NZ0569
 NZ0569                          STATION DESCRIPTION
 NZ0569
 NZ0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 NZ0569'5.8 MI SW FROM KERBY.
 NZ0569'SET IN NORTH WINGWALL OF BRIDGE OVER MENDENHALL CREEK, ABOUT 1000 FEET
 NZ0569'SOUTH OF THE WEST FORK ILLINOIS RIVER.
 NZ0569
 NZ0569                          STATION RECOVERY (1967)
 NZ0569
 NZ0569'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 NZ0569'RECOVERED IN GOOD CONDITION.
 NZ0569
 NZ0569                          STATION RECOVERY (1986)
 NZ0569
 NZ0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (MHH)
 NZ0569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0047 ***********************************************************************
 LV0047  DESIGNATION -  K 73
 LV0047  PID         -  LV0047
 LV0047  STATE/COUNTY-  CA/DEL NORTE
 LV0047  USGS QUAD   -  CRESCENT CITY (1978)
 LV0047
 LV0047                         *CURRENT SURVEY CONTROL
 LV0047  ___________________________________________________________________
 LV0047* NAD 83(1986)-  41 46 39.     (N)    124 09 04.     (W)     SCALED    
 LV0047* NAVD 88     -        21.266  (meters)      69.77   (feet)  ADJUSTED  
 LV0047  ___________________________________________________________________
 LV0047  GEOID HEIGHT-         -28.45  (meters)                     GEOID09
 LV0047  DYNAMIC HT  -          21.258 (meters)      69.74  (feet)  COMP
 LV0047  MODELED GRAV-     980,268.0   (mgal)                       NAVD 88
 LV0047
 LV0047  VERT ORDER  -  FIRST     CLASS II
 LV0047
 LV0047.The horizontal coordinates were scaled from a topographic map and have
 LV0047.an estimated accuracy of +/- 6 seconds.
 LV0047.
 LV0047.The orthometric height was determined by differential leveling and
 LV0047.adjusted in June 1991.
 LV0047
 LV0047.WARNING-Repeat measurements at this control monument indicate possible
 LV0047.vertical movement.
 LV0047
 LV0047.The geoid height was determined by GEOID09.
 LV0047
 LV0047.The dynamic height is computed by dividing the NAVD 88
 LV0047.geopotential number by the normal gravity value computed on the
 LV0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0047.degrees latitude (g = 980.6199 gals.).
 LV0047
 LV0047.The modeled gravity was interpolated from observed gravity values.
 LV0047
 LV0047;                    North         East    Units  Estimated Accuracy
 LV0047;SPC CA 1     -   773,600.    1,821,170.      MT  (+/- 180 meters Scaled)
 LV0047
 LV0047                          SUPERSEDED SURVEY CONTROL
 LV0047
 LV0047  NGVD 29 (??/??/??)   20.224  (m)           66.35   (f) ADJUSTED    1 2
 LV0047
 LV0047.Superseded values are not recommended for survey control.
 LV0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0047.See file dsdata.txt to determine how the superseded data were derived.
 LV0047
 LV0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM043257(NAD 83)
 LV0047
 LV0047_MARKER: DB = BENCH MARK DISK
 LV0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0047_STAMPING: K 73 1930 65.512
 LV0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0047+STABILITY: SURFACE MOTION
 LV0047
 LV0047  HISTORY     - Date     Condition        Report By
 LV0047  HISTORY     - 1930     MONUMENTED       CGS
 LV0047  HISTORY     - 1967     GOOD             CGS
 LV0047  HISTORY     - 20031018 GOOD             USPSQD
 LV0047
 LV0047                          STATION DESCRIPTION
 LV0047
 LV0047'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0047'3 MI E FROM CRESCENT CITY.
 LV0047'0.4 MILE SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0047'OF FRONT STREET AT CRESCENT CITY, THENCE 2.6 MILES NORTHEAST
 LV0047'ALONG ELK VALLEY ROAD, ABOUT 60 YARDS SOUTHWEST OF THE JUNCTION
 LV0047'OF A ROAD SOUTHEAST TO A LUMBER MILL, IN THE FRONT YARD OF GENE
 LV0047'FOSTER PROPERTY, 27 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 LV0047'24 FEET SOUTHEAST OF THE EAST CORNER OF A HOUSE, 12 FEET NORTHEAST
 LV0047'OF A SMALL BIRD OF PARADISE TREE, 3.5 FEET SOUTHWEST OF A POINT
 LV0047'IN LINE WITH THE NORTHEAST WALL OF THE HOUSE, ABOUT 1 FOOT HIGHER
 LV0047'THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 LV0047'THE GROUND.
 LV0047
 LV0047                          STATION RECOVERY (2003)
 LV0047
 LV0047'RECOVERY NOTE BY US POWER SQUADRON 2003 (AES)
 LV0047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0180 ***********************************************************************
 LV0180  DESIGNATION -  K 74
 LV0180  PID         -  LV0180
 LV0180  STATE/COUNTY-  CA/HUMBOLDT
 LV0180  USGS QUAD   -  ORICK (1975)
 LV0180
 LV0180                         *CURRENT SURVEY CONTROL
 LV0180  ___________________________________________________________________
 LV0180* NAD 83(1992)-  41 16 47.09058(N)    124 05 31.97298(W)     ADJUSTED  
 LV0180* NAVD 88     -        79.444  (meters)     260.64   (feet)  ADJUSTED  
 LV0180  ___________________________________________________________________
 LV0180  EPOCH DATE  -        1991.35
 LV0180  LAPLACE CORR-          10.93  (seconds)                    DEFLEC09
 LV0180  GEOID HEIGHT-         -29.46  (meters)                     GEOID09
 LV0180  DYNAMIC HT  -          79.414 (meters)     260.54  (feet)  COMP
 LV0180  MODELED GRAV-     980,247.9   (mgal)                       NAVD 88
 LV0180
 LV0180  HORZ ORDER  -  THIRD
 LV0180  VERT ORDER  -  FIRST     CLASS II
 LV0180
 LV0180.The horizontal coordinates were established by classical geodetic methods
 LV0180.and adjusted by the National Geodetic Survey in March 1994.
 LV0180.
 LV0180.The orthometric height was determined by differential leveling and
 LV0180.adjusted in June 1991.
 LV0180
 LV0180.WARNING-Repeat measurements at this control monument indicate possible
 LV0180.vertical movement.
 LV0180
 LV0180.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0180
 LV0180.The geoid height was determined by GEOID09.
 LV0180
 LV0180.The dynamic height is computed by dividing the NAVD 88
 LV0180.geopotential number by the normal gravity value computed on the
 LV0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0180.degrees latitude (g = 980.6199 gals.).
 LV0180
 LV0180.The modeled gravity was interpolated from observed gravity values.
 LV0180
 LV0180;                    North         East     Units Scale Factor Converg.
 LV0180;SPC CA 1     -   718,219.892 1,824,747.349   MT  0.99992470   -1 22 05.0
 LV0180;SPC CA 1     - 2,356,359.76  5,986,691.93   sFT  0.99992470   -1 22 05.0
 LV0180;UTM  10      - 4,570,387.638   408,531.818   MT  0.99970296   -0 43 14.2
 LV0180
 LV0180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0180!SPC CA 1     -   0.99999216  x   0.99992470  =   0.99991686
 LV0180!UTM  10      -   0.99999216  x   0.99970296  =   0.99969512
 LV0180
 LV0180:                Primary Azimuth Mark                     Grid Az
 LV0180:SPC CA 1     -  HUFFORD                                  013 47 35.1
 LV0180:UTM  10      -  HUFFORD                                  013 08 44.3
 LV0180
 LV0180|---------------------------------------------------------------------|
 LV0180| PID    Reference Object                     Distance      Geod. Az  |
 LV0180|                                                           dddmmss.s |
 LV0180| LV1141 HUFFORD                             APPROX. 2.3 KM 0122530.1 |
 LV0180|---------------------------------------------------------------------|
 LV0180
 LV0180                          SUPERSEDED SURVEY CONTROL
 LV0180
 LV0180  NAD 83(1986)-  41 16 47.08915(N)    124 05 31.99439(W) AD(1984.00) 3
 LV0180  NAD 27      -  41 16 47.63600(N)    124 05 27.74600(W) AD(       ) 3
 LV0180  NGVD 29 (??/??/??)   78.444  (m)          257.36   (f) ADJUSTED    1 2
 LV0180
 LV0180.Superseded values are not recommended for survey control.
 LV0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0180.See file dsdata.txt to determine how the superseded data were derived.
 LV0180
 LV0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL0853170387(NAD 83)
 LV0180
 LV0180_MARKER: DB = BENCH MARK DISK
 LV0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0180_STAMPING: K 74 1930 256.732
 LV0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0180+STABILITY: SURFACE MOTION
 LV0180
 LV0180  HISTORY     - Date     Condition        Report By
 LV0180  HISTORY     - 1942     MONUMENTED       CGS
 LV0180  HISTORY     - 1963     SEE DESCRIPTION  CADH
 LV0180  HISTORY     - 1967     GOOD             CGS
 LV0180
 LV0180                          STATION DESCRIPTION
 LV0180
 LV0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 LV0180'STATION IS 1.5 MILES SW OF ORICK.  ABOUT 150 YARDS E OF THE W
 LV0180'BANK OF FRESHWATER LAGOON, AND 48 FEET SW OF THE CENTER LINE
 LV0180'OF U.S. HIGHWAY 101 AT A POINT WHERE THE HIGHWAY MAKES A SHARP
 LV0180'BEND FROM W TO SE, AND THERE IS A WIDE TURNOUT POINT OR
 LV0180'PARKWAY FOR SIGHTSEERS ON THE RIGHT.
 LV0180'
 LV0180'STATION MARK IS A BRONZE U.S.C. AND G.S. BENCH MARK, STAMPED
 LV0180'K 74 1930 ELEV. 256.732, SET IN THE TOP OF A 10-INCH SQUARE
 LV0180'CONCRETE POST WHICH PROJECTS 8 INCHES ABOVE THE GROUND.  IT
 LV0180'IS 1.5 FEET S OF THE W END OF THE GUARD RAIL, AND 2.2 FEET
 LV0180'SE OF A WHITE, 4-INCH SQUARE MARKER POST STAMPED USBM.  AT
 LV0180'THE S EDGE OF THE PARKWAY.
 LV0180'
 LV0180'REACHED FROM THE POST OFFICE IN ORICK BY GOING S ON HIGHWAY
 LV0180'FOR 2.0 MILES TO WHERE THE HIGHWAY MAKES A SHARP TURN LEFT
 LV0180'AT THE HIGHEST AND WESTERNMOST POINT ON THE ROAD, AT PARKWAY
 LV0180'ON RIGHT AND STATION.
 LV0180'
 LV0180'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 LV0180
 LV0180                          STATION RECOVERY (1963)
 LV0180
 LV0180'RECOVERY NOTE BY CA DIV OF HIGHWAYS 1963
 LV0180'STATION WAS FOUND IN GOOD CONDITION.  THE CURVE ON THE OLD
 LV0180'HIGHWAY THAT IS REFERRED TO IN THE DESCRIPTION IS JUST ABOVE
 LV0180'THE TOP OF THE HIGH, BENCHED CUT AT THE NORTH END OF FRESHWATER
 LV0180'LAGOON AND ADJACENT TO THE PRESENT HIGHWAY.
 LV0180
 LV0180                          STATION RECOVERY (1967)
 LV0180
 LV0180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 LV0180'2.2 MI SW FROM ORICK.
 LV0180'1.25 MILES SOUTHWEST ALONG U.S. HIGHWAY 101 FROM THE POST
 LV0180'OFFICE AT ORICK, THENCE 1.0 MILE SOUTHWEST ALONG FORMER U.S.
 LV0180'HIGHWAY 101, AT THE NORTH END OF THE FRESHWATER LAGOON, ON THE
 LV0180'OUTSIDE OF A CURVE, AT A TURNOUT AND LOOKOUT POINT, 60 FEET
 LV0180'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET SOUTH OF
 LV0180'THE SOUTH END OF A WOODEN GUARDRAIL, AND SET IN THE TOP OF A
 LV0180'CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0275 ***********************************************************************
 LV0275  TIDAL BM    -  This is a Tidal Bench Mark.
 LV0275  DESIGNATION -  K 75
 LV0275  PID         -  LV0275
 LV0275  STATE/COUNTY-  CA/HUMBOLDT
 LV0275  USGS QUAD   -  EUREKA (1972)
 LV0275
 LV0275                         *CURRENT SURVEY CONTROL
 LV0275  ___________________________________________________________________
 LV0275* NAD 83(1986)-  40 46 47.     (N)    124 11 11.     (W)     SCALED    
 LV0275* NAVD 88     -         5.75   (+/-2cm)      18.9    (feet)  VERTCON   
 LV0275  ___________________________________________________________________
 LV0275  GEOID HEIGHT-         -30.76  (meters)                     GEOID09
 LV0275  VERT ORDER  -  FIRST     CLASS II (See Below)
 LV0275
 LV0275.The horizontal coordinates were scaled from a topographic map and have
 LV0275.an estimated accuracy of +/- 6 seconds.
 LV0275.
 LV0275.The NAVD 88 height was computed by applying the VERTCON shift value to
 LV0275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 LV0275
 LV0275.The vertical order pertains to the NGVD 29 superseded value.
 LV0275
 LV0275.This Tidal Bench Mark is designated as VM 8725
 LV0275.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 LV0275
 LV0275.The geoid height was determined by GEOID09.
 LV0275
 LV0275;                    North         East    Units  Estimated Accuracy
 LV0275;SPC CA 1     -   662,910.    1,815,480.      MT  (+/- 180 meters Scaled)
 LV0275
 LV0275                          SUPERSEDED SURVEY CONTROL
 LV0275
 LV0275  NGVD 29 (??/??/??)    4.741  (m)           15.55   (f) ADJUSTED    1 2
 LV0275
 LV0275.Superseded values are not recommended for survey control.
 LV0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0275.See file dsdata.txt to determine how the superseded data were derived.
 LV0275
 LV0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL998149(NAD 83)
 LV0275
 LV0275_MARKER: DB = BENCH MARK DISK
 LV0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0275_SP_SET: BUILDING
 LV0275_STAMPING: K 75 1931 15.157
 LV0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0275
 LV0275  HISTORY     - Date     Condition        Report By
 LV0275  HISTORY     - 1931     MONUMENTED       CGS
 LV0275  HISTORY     - 1967     GOOD             CGS
 LV0275  HISTORY     - 1982     GOOD             CADT
 LV0275  HISTORY     - 19880417 MARK NOT FOUND   NGS
 LV0275
 LV0275                          STATION DESCRIPTION
 LV0275
 LV0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0275'AT EUREKA.
 LV0275'AT EUREKA, ALONG BROADWAY (U.S. HIGHWAY 101), 0.05 MILE NORTHEAST
 LV0275'OF THE JUNCTION OF HARRIS STREET, SET VERTICALLY IN THE SOUTHEAST
 LV0275'FACE OF A LARGE BRICK BUILDING (FORMER HUMBOLDT BREWING COMPANY
 LV0275'BUILDING), THE BUILDING IS NOW VACANT, ACROSS THE HIGHWAY FROM A
 LV0275'TURNOUT AND WATER FOUNTAIN, 69 FEET NORTHWEST OF THE CENTER LINE
 LV0275'OF THE NORTHWEST LANES OF THE HIGHWAY, 1.0 FOOT NORTHEAST OF THE
 LV0275'EAST CORNER OF A LARGE STUCCO BUILDING AT 3164 BROADWAY, 2.0 FEET
 LV0275'NORTHEAST OF THE NORTHEAST EDGE OF A DRIVE-THROUGH DOOR OF THE
 LV0275'STUCCO BUILDING, 41 FEET NORTH-NORTHWEST OF LIGHT POLE 3198, AND
 LV0275'1.5 FEET ABOVE THE GROUND.
 LV0275
 LV0275                          STATION RECOVERY (1982)
 LV0275
 LV0275'RECOVERY NOTE BY CALTRANS 1982
 LV0275'RECOVERED IN GOOD CONDITION.
 LV0275
 LV0275                          STATION RECOVERY (1988)
 LV0275
 LV0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0275'THERE IS A VACANT LOT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0492 ***********************************************************************
 NZ0492  DESIGNATION -  L 56
 NZ0492  PID         -  NZ0492
 NZ0492  STATE/COUNTY-  OR/JOSEPHINE
 NZ0492  USGS QUAD   -  WILDERVILLE (1996)
 NZ0492
 NZ0492                         *CURRENT SURVEY CONTROL
 NZ0492  ___________________________________________________________________
 NZ0492* NAD 83(1986)-  42 25 04.     (N)    123 24 52.     (W)     SCALED    
 NZ0492* NAVD 88     -       284.479  (meters)     933.33   (feet)  ADJUSTED  
 NZ0492  ___________________________________________________________________
 NZ0492  GEOID HEIGHT-         -24.58  (meters)                     GEOID09
 NZ0492  DYNAMIC HT  -         284.381 (meters)     933.01  (feet)  COMP
 NZ0492  MODELED GRAV-     980,269.7   (mgal)                       NAVD 88
 NZ0492
 NZ0492  VERT ORDER  -  FIRST     CLASS II
 NZ0492
 NZ0492.The horizontal coordinates were scaled from a topographic map and have
 NZ0492.an estimated accuracy of +/- 6 seconds.
 NZ0492.
 NZ0492.The orthometric height was determined by differential leveling and
 NZ0492.adjusted in June 1991.
 NZ0492
 NZ0492.The geoid height was determined by GEOID09.
 NZ0492
 NZ0492.The dynamic height is computed by dividing the NAVD 88
 NZ0492.geopotential number by the normal gravity value computed on the
 NZ0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0492.degrees latitude (g = 980.6199 gals.).
 NZ0492
 NZ0492.The modeled gravity was interpolated from observed gravity values.
 NZ0492
 NZ0492;                    North         East    Units  Estimated Accuracy
 NZ0492;SPC OR S     -    87,610.    1,260,180.      MT  (+/- 180 meters Scaled)
 NZ0492
 NZ0492                          SUPERSEDED SURVEY CONTROL
 NZ0492
 NZ0492  NGVD 29 (??/??/92)  283.493  (m)          930.09   (f) ADJ UNCH    1 2
 NZ0492
 NZ0492.Superseded values are not recommended for survey control.
 NZ0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0492.See file dsdata.txt to determine how the superseded data were derived.
 NZ0492
 NZ0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM659962(NAD 83)
 NZ0492
 NZ0492_MARKER: DD = SURVEY DISK
 NZ0492_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0492_SP_SET: CULVERT
 NZ0492_STAMPING: 929.371 L 56 1930
 NZ0492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0492
 NZ0492  HISTORY     - Date     Condition        Report By
 NZ0492  HISTORY     - 1930     MONUMENTED       ORDT
 NZ0492  HISTORY     - 1961     GOOD             CGS
 NZ0492
 NZ0492                          STATION DESCRIPTION
 NZ0492
 NZ0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NZ0492'4.3 MI W FROM GRANTS PASS.
 NZ0492'REACHED FROM THE INTERSECTION OF U.S. HIGHWAYS 99 AND 199 AT THE SOUTH
 NZ0492'EDGE OF GRANTS PASS, GO WEST ON U.S. HIGHWAY 199 FOR ABOUT 0.9 MILE
 NZ0492'THEN KEEP RIGHT ON THE OLD HIGHWAY AND CONTINUE AHEAD WEST ON THE OLD
 NZ0492'HIGHWAY FOR ABOUT 3.4 MILES TO A CONCRETE CULVERT.  THIS IS ABOUT 0.2
 NZ0492'MILE EAST OF A CURVE IN THE OLD HIGHWAY, LOCATED IN THE SOUTH HEAD
 NZ0492'WALL OF CULVERT 25-04.52, AND ABOUT 1-FOOT HIGHER THAN THE ROAD WAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 MX0831 ***********************************************************************
 MX0831  DESIGNATION -  L 72
 MX0831  PID         -  MX0831
 MX0831  STATE/COUNTY-  CA/DEL NORTE
 MX0831  USGS QUAD   -  BROKEN RIB MOUNTIAN (1996)
 MX0831
 MX0831                         *CURRENT SURVEY CONTROL
 MX0831  ___________________________________________________________________
 MX0831* NAD 83(1986)-  41 59 43.     (N)    123 43 14.     (W)     SCALED    
 MX0831* NAVD 88     -       525.274  (meters)    1723.34   (feet)  POSTED    
 MX0831  ___________________________________________________________________
 MX0831  GEOID HEIGHT-         -25.46  (meters)                     GEOID09
 MX0831  DYNAMIC HT  -         525.05  (meters)    1722.6   (feet)  COMP
 MX0831  MODELED GRAV-     980,179.4   (mgal)                       NAVD 88
 MX0831
 MX0831  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MX0831
 MX0831.The horizontal coordinates were scaled from a topographic map and have
 MX0831.an estimated accuracy of +/- 6 seconds.
 MX0831.
 MX0831.The orthometric height was determined by differential leveling
 MX0831.and adjusted by the  in 1992.
 MX0831
 MX0831.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MX0831.rate of 1.1 thru 2.0 mm/km.
 MX0831
 MX0831.The geoid height was determined by GEOID09.
 MX0831
 MX0831.The dynamic height is computed by dividing the NAVD 88
 MX0831.geopotential number by the normal gravity value computed on the
 MX0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0831.degrees latitude (g = 980.6199 gals.).
 MX0831
 MX0831.The modeled gravity was interpolated from observed gravity values.
 MX0831
 MX0831;                    North         East    Units  Estimated Accuracy
 MX0831;SPC CA 1     -   797,000.    1,857,440.      MT  (+/- 180 meters Scaled)
 MX0831
 MX0831                          SUPERSEDED SURVEY CONTROL
 MX0831
 MX0831  NGVD 29 (??/??/??)  524.290  (m)         1720.11   (f) ADJUSTED    1 2
 MX0831
 MX0831.Superseded values are not recommended for survey control.
 MX0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0831.See file dsdata.txt to determine how the superseded data were derived.
 MX0831
 MX0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM403495(NAD 83)
 MX0831
 MX0831_MARKER: DB = BENCH MARK DISK
 MX0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MX0831_STAMPING: 1719.327 L 72 1930
 MX0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MX0831+STABILITY: SURFACE MOTION
 MX0831
 MX0831  HISTORY     - Date     Condition        Report By
 MX0831  HISTORY     - 1930     MONUMENTED       CGS
 MX0831  HISTORY     - 1935     GOOD             CGS
 MX0831  HISTORY     - 1977     MARK NOT FOUND   USGS
 MX0831
 MX0831                          STATION DESCRIPTION
 MX0831
 MX0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MX0831'15.3 MI SW FROM KERBY.
 MX0831'IN DEL NORTE COUNTY, CALIFORNIA, 15.3 MILES SOUTHWEST ALONG U.S.
 MX0831'HIGHWAY 199 FROM KERBY, JOSEPHINE COUNTY, OREGON, ABOUT 150 YARDS
 MX0831'SOUTH OF THE CALIFORNIA-OREGON STATE LINE, ACROSS THE HIGHWAY FROM
 MX0831'A SERVICE STATION (THE JOYLAND SERVICE STATION IN 1930), AND 28
 MX0831'FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 MX0831'STAMPED 1719.327 L 72 1930 AND SET IN THE TOP OF A CONCRETE POST
 MX0831'PROJECTING 1 INCH ABOVE GROUND.
 MX0831
 MX0831                          STATION RECOVERY (1977)
 MX0831
 MX0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 MX0831'THE HIGHWAY HAS BEEN WIDENED IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0177 ***********************************************************************
 LV0177  DESIGNATION -  L 74
 LV0177  PID         -  LV0177
 LV0177  STATE/COUNTY-  CA/HUMBOLDT
 LV0177  USGS QUAD   -  ORICK (1975)
 LV0177
 LV0177                         *CURRENT SURVEY CONTROL
 LV0177  ___________________________________________________________________
 LV0177* NAD 83(1986)-  41 15 16.     (N)    124 05 15.     (W)     SCALED    
 LV0177* NAVD 88     -        49.926  (meters)     163.80   (feet)  ADJUSTED  
 LV0177  ___________________________________________________________________
 LV0177  GEOID HEIGHT-         -29.47  (meters)                     GEOID09
 LV0177  DYNAMIC HT  -          49.906 (meters)     163.73  (feet)  COMP
 LV0177  MODELED GRAV-     980,233.8   (mgal)                       NAVD 88
 LV0177
 LV0177  VERT ORDER  -  FIRST     CLASS II
 LV0177
 LV0177.The horizontal coordinates were scaled from a topographic map and have
 LV0177.an estimated accuracy of +/- 6 seconds.
 LV0177.
 LV0177.The orthometric height was determined by differential leveling and
 LV0177.adjusted in June 1991.
 LV0177
 LV0177.WARNING-Repeat measurements at this control monument indicate possible
 LV0177.vertical movement.
 LV0177
 LV0177.The geoid height was determined by GEOID09.
 LV0177
 LV0177.The dynamic height is computed by dividing the NAVD 88
 LV0177.geopotential number by the normal gravity value computed on the
 LV0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0177.degrees latitude (g = 980.6199 gals.).
 LV0177
 LV0177.The modeled gravity was interpolated from observed gravity values.
 LV0177
 LV0177;                    North         East    Units  Estimated Accuracy
 LV0177;SPC CA 1     -   715,400.    1,825,080.      MT  (+/- 180 meters Scaled)
 LV0177
 LV0177                          SUPERSEDED SURVEY CONTROL
 LV0177
 LV0177  NGVD 29 (??/??/??)   48.882  (m)          160.37   (f) ADJUSTED    1 2
 LV0177
 LV0177.Superseded values are not recommended for survey control.
 LV0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0177.See file dsdata.txt to determine how the superseded data were derived.
 LV0177
 LV0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL088675(NAD 83)
 LV0177
 LV0177_MARKER: DB = BENCH MARK DISK
 LV0177_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0177_SP_SET: CULVERT
 LV0177_STAMPING: L 74 1931 159.885
 LV0177_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0177
 LV0177  HISTORY     - Date     Condition        Report By
 LV0177  HISTORY     - 1931     MONUMENTED       CGS
 LV0177  HISTORY     - 1967     GOOD             CGS
 LV0177  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0177
 LV0177                          STATION DESCRIPTION
 LV0177
 LV0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0177'4.6 MI S FROM ORICK.
 LV0177'4.35 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0177'ORICK, THENCE 0.3 MILE NORTH ALONG FORMER U.S. HIGHWAY 101, IN
 LV0177'THE TOP AND 1.5 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 LV0177'NORTHEAST CONCRETE HEAD WALL OF A 12-INCH PIPE CULVERT, 18 FEET
 LV0177'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 1/2
 LV0177'FEET LOWER THAN THE HIGHWAY.
 LV0177
 LV0177                          STATION RECOVERY (1988)
 LV0177
 LV0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0177'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0494 ***********************************************************************
 NZ0494  DESIGNATION -  M 56
 NZ0494  PID         -  NZ0494
 NZ0494  STATE/COUNTY-  OR/JOSEPHINE
 NZ0494  USGS QUAD   -  WILDERVILLE (1996)
 NZ0494
 NZ0494                         *CURRENT SURVEY CONTROL
 NZ0494  ___________________________________________________________________
 NZ0494* NAD 83(1986)-  42 24 02.     (N)    123 27 24.     (W)     SCALED    
 NZ0494* NAVD 88     -       279.986  (meters)     918.59   (feet)  ADJUSTED  
 NZ0494  ___________________________________________________________________
 NZ0494  GEOID HEIGHT-         -24.61  (meters)                     GEOID09
 NZ0494  DYNAMIC HT  -         279.890 (meters)     918.27  (feet)  COMP
 NZ0494  MODELED GRAV-     980,271.9   (mgal)                       NAVD 88
 NZ0494
 NZ0494  VERT ORDER  -  FIRST     CLASS II
 NZ0494
 NZ0494.The horizontal coordinates were scaled from a topographic map and have
 NZ0494.an estimated accuracy of +/- 6 seconds.
 NZ0494.
 NZ0494.The orthometric height was determined by differential leveling and
 NZ0494.adjusted in June 1991.
 NZ0494
 NZ0494.The geoid height was determined by GEOID09.
 NZ0494
 NZ0494.The dynamic height is computed by dividing the NAVD 88
 NZ0494.geopotential number by the normal gravity value computed on the
 NZ0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0494.degrees latitude (g = 980.6199 gals.).
 NZ0494
 NZ0494.The modeled gravity was interpolated from observed gravity values.
 NZ0494
 NZ0494;                    North         East    Units  Estimated Accuracy
 NZ0494;SPC OR S     -    85,820.    1,256,640.      MT  (+/- 180 meters Scaled)
 NZ0494
 NZ0494                          SUPERSEDED SURVEY CONTROL
 NZ0494
 NZ0494  NGVD 29 (??/??/92)  279.002  (m)          915.36   (f) ADJ UNCH    1 2
 NZ0494
 NZ0494.Superseded values are not recommended for survey control.
 NZ0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0494.See file dsdata.txt to determine how the superseded data were derived.
 NZ0494
 NZ0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM624943(NAD 83)
 NZ0494
 NZ0494_MARKER: DD = SURVEY DISK
 NZ0494_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0494_SP_SET: PIER
 NZ0494_STAMPING: 914.634 M 56 1930
 NZ0494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0494
 NZ0494  HISTORY     - Date     Condition        Report By
 NZ0494  HISTORY     - 1930     MONUMENTED       ORDT
 NZ0494  HISTORY     - 1961     GOOD             CGS
 NZ0494  HISTORY     - 1982     MARK NOT FOUND   USGS
 NZ0494
 NZ0494                          STATION DESCRIPTION
 NZ0494
 NZ0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NZ0494'1.7 MI NE FROM WILDERVILLE.
 NZ0494'REACHED FROM THE POST OFFICE AT WILDERVILLE, GO NORTHEAST ON U.S.
 NZ0494'HIGHWAY 199 FOR ABOUT 1.4 MILES TO A Y-FORK OF THE ROADS THAT IS JUST
 NZ0494'SOUTH OF THE NEW CONCRETE BRIDGE OVER APPLEGATE RIVER, KEEP LEFT ON
 NZ0494'THE OLD HIGHWAY FOR ABOUT 0.3 MILE TO THE OLD STEEL BRIDGE OVER
 NZ0494'APPLEGATE RIVER, LOCATED IN THE TOP OF THE SOUTH SIDE OF THE WEST
 NZ0494'CONCRETE PIER.
 NZ0494
 NZ0494                          STATION RECOVERY (1982)
 NZ0494
 NZ0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 NZ0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0580 ***********************************************************************
 NZ0580  DESIGNATION -  M 57
 NZ0580  PID         -  NZ0580
 NZ0580  STATE/COUNTY-  OR/JOSEPHINE
 NZ0580  USGS QUAD   -  O'BRIEN (1996)
 NZ0580
 NZ0580                         *CURRENT SURVEY CONTROL
 NZ0580  ___________________________________________________________________
 NZ0580* NAD 83(1986)-  42 04 27.     (N)    123 41 50.     (W)     SCALED    
 NZ0580* NAVD 88     -       430.525  (meters)    1412.48   (feet)  ADJUSTED  
 NZ0580  ___________________________________________________________________
 NZ0580  GEOID HEIGHT-         -25.41  (meters)                     GEOID09
 NZ0580  DYNAMIC HT  -         430.348 (meters)    1411.90  (feet)  COMP
 NZ0580  MODELED GRAV-     980,198.6   (mgal)                       NAVD 88
 NZ0580
 NZ0580  VERT ORDER  -  FIRST     CLASS II
 NZ0580
 NZ0580.The horizontal coordinates were scaled from a topographic map and have
 NZ0580.an estimated accuracy of +/- 6 seconds.
 NZ0580.
 NZ0580.The orthometric height was determined by differential leveling and
 NZ0580.adjusted in June 1991.
 NZ0580
 NZ0580.The geoid height was determined by GEOID09.
 NZ0580
 NZ0580.The dynamic height is computed by dividing the NAVD 88
 NZ0580.geopotential number by the normal gravity value computed on the
 NZ0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0580.degrees latitude (g = 980.6199 gals.).
 NZ0580
 NZ0580.The modeled gravity was interpolated from observed gravity values.
 NZ0580
 NZ0580;                    North         East    Units  Estimated Accuracy
 NZ0580;SPC OR S     -    50,320.    1,235,460.      MT  (+/- 180 meters Scaled)
 NZ0580
 NZ0580                          SUPERSEDED SURVEY CONTROL
 NZ0580
 NZ0580  NGVD 29 (??/??/92)  429.551  (m)         1409.29   (f) ADJ UNCH    1 2
 NZ0580
 NZ0580.Superseded values are not recommended for survey control.
 NZ0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0580.See file dsdata.txt to determine how the superseded data were derived.
 NZ0580
 NZ0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM423582(NAD 83)
 NZ0580
 NZ0580_MARKER: DD = SURVEY DISK
 NZ0580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0580_SP_SET: CULVERT
 NZ0580_STAMPING: 1408.514 M 57 1930
 NZ0580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0580
 NZ0580  HISTORY     - Date     Condition        Report By
 NZ0580  HISTORY     - 1930     MONUMENTED       ORDT
 NZ0580  HISTORY     - 1961     GOOD             CGS
 NZ0580
 NZ0580                          STATION DESCRIPTION
 NZ0580
 NZ0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NZ0580'0.3 MI N FROM OBRIEN.
 NZ0580'REACHED FROM THE POST OFFICE AT OBRIEN GO NORTH ON U.S. HIGHWAY 199
 NZ0580'FOR 0.3 MILE, THIS IS ABOUT 0.1 MILE SOUTH OF A DRINKING FOUNTAIN AND
 NZ0580'ROAD REST STOP.  BENCH MARK IS IN THE SOUTH END OF THE EAST HEAD WALL
 NZ0580'OF THE CONCRETE CULVERT, AND ABOUT 1 FOOT HIGHER THAN THE SURFACE OF
 NZ0580'THE ROAD-WAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 MX0832 ***********************************************************************
 MX0832  DESIGNATION -  M 72
 MX0832  PID         -  MX0832
 MX0832  STATE/COUNTY-  CA/DEL NORTE
 MX0832  USGS QUAD   -  BROKEN RIB MOUNTIAN (1996)
 MX0832
 MX0832                         *CURRENT SURVEY CONTROL
 MX0832  ___________________________________________________________________
 MX0832* NAD 83(1986)-  41 58 47.     (N)    123 43 11.     (W)     SCALED    
 MX0832* NAVD 88     -       536.042  (meters)    1758.66   (feet)  POSTED    
 MX0832  ___________________________________________________________________
 MX0832  GEOID HEIGHT-         -25.46  (meters)                     GEOID09
 MX0832  DYNAMIC HT  -         535.80  (meters)    1757.9   (feet)  COMP
 MX0832  MODELED GRAV-     980,154.6   (mgal)                       NAVD 88
 MX0832
 MX0832  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MX0832
 MX0832.The horizontal coordinates were scaled from a topographic map and have
 MX0832.an estimated accuracy of +/- 6 seconds.
 MX0832.
 MX0832.The orthometric height was determined by differential leveling
 MX0832.and adjusted by the  in 1992.
 MX0832
 MX0832.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MX0832.rate of 1.1 thru 2.0 mm/km.
 MX0832
 MX0832.The geoid height was determined by GEOID09.
 MX0832
 MX0832.The dynamic height is computed by dividing the NAVD 88
 MX0832.geopotential number by the normal gravity value computed on the
 MX0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0832.degrees latitude (g = 980.6199 gals.).
 MX0832
 MX0832.The modeled gravity was interpolated from observed gravity values.
 MX0832
 MX0832;                    North         East    Units  Estimated Accuracy
 MX0832;SPC CA 1     -   795,270.    1,857,470.      MT  (+/- 180 meters Scaled)
 MX0832
 MX0832                          SUPERSEDED SURVEY CONTROL
 MX0832
 MX0832  NGVD 29 (??/??/??)  535.044  (m)         1755.39   (f) ADJUSTED    1 2
 MX0832
 MX0832.Superseded values are not recommended for survey control.
 MX0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0832.See file dsdata.txt to determine how the superseded data were derived.
 MX0832
 MX0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM403477(NAD 83)
 MX0832
 MX0832_MARKER: DB = BENCH MARK DISK
 MX0832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 MX0832_SP_SET: CURB
 MX0832_STAMPING: M 72 1930
 MX0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 MX0832
 MX0832  HISTORY     - Date     Condition        Report By
 MX0832  HISTORY     - 1930     MONUMENTED       CGS
 MX0832
 MX0832                          STATION DESCRIPTION
 MX0832
 MX0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 MX0832'16.4 MI SW FROM KERBY.
 MX0832'1.2 MILES SOUTH OF WHERE THE REDWOOD HIGHWAY CROSSES THE
 MX0832'OREGON-CALIFORNIA STATE LINE, IN CURB OF CONCRETE HIGHWAY BRIDGE,
 MX0832'SOUTHEAST CORNER, ACROSS ELK CREEK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0002 ***********************************************************************
 LV0002  DESIGNATION -  M 73
 LV0002  PID         -  LV0002
 LV0002  STATE/COUNTY-  CA/DEL NORTE
 LV0002  USGS QUAD   -  CRESCENT CITY (1978)
 LV0002
 LV0002                         *CURRENT SURVEY CONTROL
 LV0002  ___________________________________________________________________
 LV0002* NAD 83(1986)-  41 45 23.     (N)    124 12 16.     (W)     SCALED    
 LV0002* NAVD 88     -        14.420  (meters)      47.31   (feet)  ADJUSTED  
 LV0002  ___________________________________________________________________
 LV0002  GEOID HEIGHT-         -28.73  (meters)                     GEOID09
 LV0002  DYNAMIC HT  -          14.415 (meters)      47.29  (feet)  COMP
 LV0002  MODELED GRAV-     980,290.1   (mgal)                       NAVD 88
 LV0002
 LV0002  VERT ORDER  -  FIRST     CLASS II
 LV0002
 LV0002.The horizontal coordinates were scaled from a topographic map and have
 LV0002.an estimated accuracy of +/- 6 seconds.
 LV0002.
 LV0002.The orthometric height was determined by differential leveling and
 LV0002.adjusted in June 1991.
 LV0002
 LV0002.WARNING-Repeat measurements at this control monument indicate possible
 LV0002.vertical movement.
 LV0002
 LV0002.The geoid height was determined by GEOID09.
 LV0002
 LV0002.The dynamic height is computed by dividing the NAVD 88
 LV0002.geopotential number by the normal gravity value computed on the
 LV0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0002.degrees latitude (g = 980.6199 gals.).
 LV0002
 LV0002.The modeled gravity was interpolated from observed gravity values.
 LV0002
 LV0002;                    North         East    Units  Estimated Accuracy
 LV0002;SPC CA 1     -   771,370.    1,816,680.      MT  (+/- 180 meters Scaled)
 LV0002
 LV0002                          SUPERSEDED SURVEY CONTROL
 LV0002
 LV0002  NGVD 29 (12/02/92)   13.392  (m)           43.94   (f) ADJUSTED    1 2
 LV0002
 LV0002.Superseded values are not recommended for survey control.
 LV0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0002.See file dsdata.txt to determine how the superseded data were derived.
 LV0002
 LV0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCM998234(NAD 83)
 LV0002
 LV0002_MARKER: DB = BENCH MARK DISK
 LV0002_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LV0002+WITH SETTING: PAVEMENT
 LV0002_SP_SET: BALUSTRADE
 LV0002_STAMPING: M 73 1930 43.090
 LV0002_MARK LOGO: CGS   
 LV0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0002+STABILITY: SURFACE MOTION
 LV0002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0002+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2007
 LV0002
 LV0002  HISTORY     - Date     Condition        Report By
 LV0002  HISTORY     - 1930     MONUMENTED       CGS
 LV0002  HISTORY     - 1967     GOOD             CGS
 LV0002  HISTORY     - 1975     GOOD             NGS
 LV0002  HISTORY     - 1988     GOOD             NGS
 LV0002  HISTORY     - 20070826 GOOD             NGS
 LV0002
 LV0002                          STATION DESCRIPTION
 LV0002
 LV0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0002'AT CRESCENT CITY.
 LV0002'AT CRESCENT CITY, ALONG H STREET BETWEEN 9TH AND 10TH STREETS, AT
 LV0002'THE COURTHOUSE ANNEX FORMER HIGH SCHOOL, IN THE TOP OF THE
 LV0002'BALUSTRADE AT THE SOUTHEAST END OF THE STEPS TO THE SOUTHWEST
 LV0002'ENTRANCE, 70 FEET NORTHWEST OF THE NORTHWEST CURB OF 9TH STREET,
 LV0002'57 FEET NORTHEAST OF THE NORTHEAST CURB OF H STREET, AND ABOUT 3
 LV0002'FEET ABOVE THE GROUND.
 LV0002
 LV0002                          STATION RECOVERY (1975)
 LV0002
 LV0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 LV0002'RECOVERED IN GOOD CONDITION.
 LV0002
 LV0002                          STATION RECOVERY (1988)
 LV0002
 LV0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0002'RECOVERED IN GOOD CONDITION.
 LV0002
 LV0002                          STATION RECOVERY (2007)
 LV0002
 LV0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DAC)
 LV0002'THIS IS GRAVITY BASE STATION 'CRESCENT CITY M 73,' DOD 2111-1, IGB
 LV0002'15714 , C 1, NN 1772.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0582 ***********************************************************************
 NZ0582  DESIGNATION -  N 57
 NZ0582  PID         -  NZ0582
 NZ0582  STATE/COUNTY-  OR/JOSEPHINE
 NZ0582  USGS QUAD   -  O'BRIEN (1996)
 NZ0582
 NZ0582                         *CURRENT SURVEY CONTROL
 NZ0582  ___________________________________________________________________
 NZ0582* NAD 83(1986)-  42 03 15.     (N)    123 42 51.     (W)     SCALED    
 NZ0582* NAVD 88     -       449.152  (meters)    1473.59   (feet)  POSTED    
 NZ0582  ___________________________________________________________________
 NZ0582  GEOID HEIGHT-         -25.45  (meters)                     GEOID09
 NZ0582  DYNAMIC HT  -         448.96  (meters)    1473.0   (feet)  COMP
 NZ0582  MODELED GRAV-     980,189.2   (mgal)                       NAVD 88
 NZ0582
 NZ0582  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NZ0582
 NZ0582.The horizontal coordinates were scaled from a topographic map and have
 NZ0582.an estimated accuracy of +/- 6 seconds.
 NZ0582.
 NZ0582.The orthometric height was determined by differential leveling
 NZ0582.and adjusted by the  in 1992.
 NZ0582
 NZ0582.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NZ0582.rate of 1.1 thru 2.0 mm/km.
 NZ0582
 NZ0582.The geoid height was determined by GEOID09.
 NZ0582
 NZ0582.The dynamic height is computed by dividing the NAVD 88
 NZ0582.geopotential number by the normal gravity value computed on the
 NZ0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0582.degrees latitude (g = 980.6199 gals.).
 NZ0582
 NZ0582.The modeled gravity was interpolated from observed gravity values.
 NZ0582
 NZ0582;                    North         East    Units  Estimated Accuracy
 NZ0582;SPC OR S     -    48,150.    1,233,970.      MT  (+/- 180 meters Scaled)
 NZ0582
 NZ0582                          SUPERSEDED SURVEY CONTROL
 NZ0582
 NZ0582  NGVD 29 (??/??/92)  448.174  (m)         1470.38   (f) ADJ UNCH    1 2
 NZ0582
 NZ0582.Superseded values are not recommended for survey control.
 NZ0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0582.See file dsdata.txt to determine how the superseded data were derived.
 NZ0582
 NZ0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM409560(NAD 83)
 NZ0582
 NZ0582_MARKER: DD = SURVEY DISK
 NZ0582_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0582_SP_SET: CULVERT
 NZ0582_STAMPING: N57 1930
 NZ0582_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0582
 NZ0582  HISTORY     - Date     Condition        Report By
 NZ0582  HISTORY     - 1930     MONUMENTED       ORDT
 NZ0582  HISTORY     - 1930     GOOD             CGS
 NZ0582  HISTORY     - 1961     MARK NOT FOUND   CGS
 NZ0582
 NZ0582                          STATION DESCRIPTION
 NZ0582
 NZ0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 NZ0582'11.0 MI SW FROM KERBY.
 NZ0582'4.2 MILES NORTH OF OREGON-CALIFORNIA BOUNDARY ON THE REDWOOD HIGHWAY,
 NZ0582'IN CONCRETE HEADWALL OF CULVERT ACROSS HIGHWAY, WEST SIDE OF HIGHWAY.
 NZ0582'ABOUT 1.5 MILES SOUTH OF OBRIEN CREEK.
 NZ0582
 NZ0582                          STATION RECOVERY (1961)
 NZ0582
 NZ0582'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NZ0582'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 MX0834 ***********************************************************************
 MX0834  DESIGNATION -  N 72
 MX0834  PID         -  MX0834
 MX0834  STATE/COUNTY-  CA/DEL NORTE
 MX0834  USGS QUAD   -  BROKEN RIB MOUNTIAN (1996)
 MX0834
 MX0834                         *CURRENT SURVEY CONTROL
 MX0834  ___________________________________________________________________
 MX0834* NAD 83(1986)-  41 58 21.     (N)    123 43 57.     (W)     SCALED    
 MX0834* NAVD 88     -       648.483  (meters)    2127.56   (feet)  POSTED    
 MX0834  ___________________________________________________________________
 MX0834  GEOID HEIGHT-         -25.52  (meters)                     GEOID09
 MX0834  DYNAMIC HT  -         648.19  (meters)    2126.6   (feet)  COMP
 MX0834  MODELED GRAV-     980,150.8   (mgal)                       NAVD 88
 MX0834
 MX0834  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MX0834
 MX0834.The horizontal coordinates were scaled from a topographic map and have
 MX0834.an estimated accuracy of +/- 6 seconds.
 MX0834.
 MX0834.The orthometric height was determined by differential leveling
 MX0834.and adjusted by the  in 1992.
 MX0834
 MX0834.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MX0834.rate of 1.1 thru 2.0 mm/km.
 MX0834
 MX0834.The geoid height was determined by GEOID09.
 MX0834
 MX0834.The dynamic height is computed by dividing the NAVD 88
 MX0834.geopotential number by the normal gravity value computed on the
 MX0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0834.degrees latitude (g = 980.6199 gals.).
 MX0834
 MX0834.The modeled gravity was interpolated from observed gravity values.
 MX0834
 MX0834;                    North         East    Units  Estimated Accuracy
 MX0834;SPC CA 1     -   794,490.    1,856,400.      MT  (+/- 180 meters Scaled)
 MX0834
 MX0834                          SUPERSEDED SURVEY CONTROL
 MX0834
 MX0834  NGVD 29 (??/??/??)  647.488  (m)         2124.30   (f) ADJUSTED    1 2
 MX0834
 MX0834.Superseded values are not recommended for survey control.
 MX0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0834.See file dsdata.txt to determine how the superseded data were derived.
 MX0834
 MX0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM393469(NAD 83)
 MX0834
 MX0834_MARKER: DB = BENCH MARK DISK
 MX0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MX0834_STAMPING: N 72 1930
 MX0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MX0834+STABILITY: SURFACE MOTION
 MX0834
 MX0834  HISTORY     - Date     Condition        Report By
 MX0834  HISTORY     - 1930     MONUMENTED       CGS
 MX0834  HISTORY     - 1935     GOOD             CGS
 MX0834  HISTORY     - 1935     POOR             BPR
 MX0834  HISTORY     - 1977     MARK NOT FOUND   USGS
 MX0834
 MX0834                          STATION DESCRIPTION
 MX0834
 MX0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MX0834'18 MI SW FROM KERBY.
 MX0834'IN DEL NORTE COUNTY, CALIFORNIA, 18.0 MILES SOUTHWEST ALONG U.S.
 MX0834'HIGHWAY 199 FROM KERBY, JOSEPHINE COUNTY, OREGON, 2.7 MILES SOUTH
 MX0834'OF THE CALIFORNIA-OREGON STATE LINE, ON A WIDE FILL AT A CURVE IN
 MX0834'THE HIGHWAY, AND 50 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.  A
 MX0834'STANDARD DISK, STAMPED N 72 1930 AND SET IN THE TOP OF A CONCRETE
 MX0834'POST.
 MX0834
 MX0834                          STATION RECOVERY (1935)
 MX0834
 MX0834'RECOVERY NOTE BY US BUREAU OF PUBLIC ROADS 1935
 MX0834'MARK RECOVERED IN POOR CONDITION.
 MX0834
 MX0834                          STATION RECOVERY (1977)
 MX0834
 MX0834'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 MX0834'THE GENERAL AREA HAS BEEN COVERED WITH ROCK FILL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0583 ***********************************************************************
 NZ0583  DESIGNATION -  P 57
 NZ0583  PID         -  NZ0583
 NZ0583  STATE/COUNTY-  OR/JOSEPHINE
 NZ0583  USGS QUAD   -  O'BRIEN (1996)
 NZ0583
 NZ0583                         *CURRENT SURVEY CONTROL
 NZ0583  ___________________________________________________________________
 NZ0583* NAD 83(1986)-  42 02 03.     (N)    123 43 32.     (W)     SCALED    
 NZ0583* NAVD 88     -       495.479  (meters)    1625.58   (feet)  POSTED    
 NZ0583  ___________________________________________________________________
 NZ0583  GEOID HEIGHT-         -25.47  (meters)                     GEOID09
 NZ0583  DYNAMIC HT  -         495.27  (meters)    1624.9   (feet)  COMP
 NZ0583  MODELED GRAV-     980,182.1   (mgal)                       NAVD 88
 NZ0583
 NZ0583  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 NZ0583
 NZ0583.The horizontal coordinates were scaled from a topographic map and have
 NZ0583.an estimated accuracy of +/- 6 seconds.
 NZ0583.
 NZ0583.The orthometric height was determined by differential leveling
 NZ0583.and adjusted by the  in 1992.
 NZ0583
 NZ0583.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 NZ0583.rate of 1.1 thru 2.0 mm/km.
 NZ0583
 NZ0583.The geoid height was determined by GEOID09.
 NZ0583
 NZ0583.The dynamic height is computed by dividing the NAVD 88
 NZ0583.geopotential number by the normal gravity value computed on the
 NZ0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0583.degrees latitude (g = 980.6199 gals.).
 NZ0583
 NZ0583.The modeled gravity was interpolated from observed gravity values.
 NZ0583
 NZ0583;                    North         East    Units  Estimated Accuracy
 NZ0583;SPC OR S     -    45,970.    1,232,950.      MT  (+/- 180 meters Scaled)
 NZ0583
 NZ0583                          SUPERSEDED SURVEY CONTROL
 NZ0583
 NZ0583  NGVD 29 (??/??/92)  494.497  (m)         1622.36   (f) ADJ UNCH    1 2
 NZ0583
 NZ0583.Superseded values are not recommended for survey control.
 NZ0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0583.See file dsdata.txt to determine how the superseded data were derived.
 NZ0583
 NZ0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM399538(NAD 83)
 NZ0583
 NZ0583_MARKER: DD = SURVEY DISK
 NZ0583_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0583_SP_SET: CULVERT
 NZ0583_STAMPING: P 57 1930 1621.585
 NZ0583_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0583
 NZ0583  HISTORY     - Date     Condition        Report By
 NZ0583  HISTORY     - 1930     MONUMENTED       ORDT
 NZ0583  HISTORY     - 1934     GOOD             CGS
 NZ0583  HISTORY     - 1961     GOOD             CGS
 NZ0583  HISTORY     - 19860414 MARK NOT FOUND   USGS
 NZ0583
 NZ0583                          STATION DESCRIPTION
 NZ0583
 NZ0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NZ0583'12.7 MI S FROM KERBY.
 NZ0583'12.7 MILES SOUTH ALONG THE REDWOOD HIGHWAY FROM KERBY, JOSEPHINE CO.,
 NZ0583'2.5 MILE NORTH OF THE OREGON- CALIFORNIA BOUNDRY, AT THE SOUTHEAST END
 NZ0583'OF A CURVE ON A CONCRETE CULVERT, IN THE SOUTH END OF THE WEST
 NZ0583'HEADWALL.  AN OREGON STATE HIGHWAY DEPT. STANDARD DISK.
 NZ0583
 NZ0583                          STATION RECOVERY (1961)
 NZ0583
 NZ0583'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NZ0583'RECOVERED IN GOOD CONDITION.
 NZ0583
 NZ0583                          STATION RECOVERY (1986)
 NZ0583
 NZ0583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1986 (MHH)
 NZ0583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0096 ***********************************************************************
 LV0096  DESIGNATION -  P 73
 LV0096  PID         -  LV0096
 LV0096  STATE/COUNTY-  CA/DEL NORTE
 LV0096  USGS QUAD   -  SISTER ROCKS (1966)
 LV0096
 LV0096                         *CURRENT SURVEY CONTROL
 LV0096  ___________________________________________________________________
 LV0096* NAD 83(1986)-  41 44 01.     (N)    124 09 27.     (W)     SCALED    
 LV0096* NAVD 88     -        10.210  (meters)      33.50   (feet)  ADJUSTED  
 LV0096  ___________________________________________________________________
 LV0096  GEOID HEIGHT-         -28.57  (meters)                     GEOID09
 LV0096  DYNAMIC HT  -          10.206 (meters)      33.48  (feet)  COMP
 LV0096  MODELED GRAV-     980,276.2   (mgal)                       NAVD 88
 LV0096
 LV0096  VERT ORDER  -  FIRST     CLASS II
 LV0096
 LV0096.The horizontal coordinates were scaled from a topographic map and have
 LV0096.an estimated accuracy of +/- 6 seconds.
 LV0096.
 LV0096.The orthometric height was determined by differential leveling and
 LV0096.adjusted in June 1991.
 LV0096
 LV0096.WARNING-Repeat measurements at this control monument indicate possible
 LV0096.vertical movement.
 LV0096
 LV0096.The geoid height was determined by GEOID09.
 LV0096
 LV0096.The dynamic height is computed by dividing the NAVD 88
 LV0096.geopotential number by the normal gravity value computed on the
 LV0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0096.degrees latitude (g = 980.6199 gals.).
 LV0096
 LV0096.The modeled gravity was interpolated from observed gravity values.
 LV0096
 LV0096;                    North         East    Units  Estimated Accuracy
 LV0096;SPC CA 1     -   768,740.    1,820,520.      MT  (+/- 180 meters Scaled)
 LV0096
 LV0096                          SUPERSEDED SURVEY CONTROL
 LV0096
 LV0096  NGVD 29 (??/??/??)    9.185  (m)           30.13   (f) ADJUSTED    1 2
 LV0096
 LV0096.Superseded values are not recommended for survey control.
 LV0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0096.See file dsdata.txt to determine how the superseded data were derived.
 LV0096
 LV0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM037208(NAD 83)
 LV0096
 LV0096_MARKER: DB = BENCH MARK DISK
 LV0096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0096_STAMPING: P 73 1930 29.354
 LV0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0096+STABILITY: SURFACE MOTION
 LV0096
 LV0096  HISTORY     - Date     Condition        Report By
 LV0096  HISTORY     - 1930     MONUMENTED       CGS
 LV0096  HISTORY     - 1967     GOOD             CGS
 LV0096  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0096
 LV0096                          STATION DESCRIPTION
 LV0096
 LV0096'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0096'2.6 MI SE FROM CRESCENT CITY.
 LV0096'2.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE
 LV0096'INTERSECTION OF FRONT STREET AT CRESCENT CITY, THENCE 0.15 MILE
 LV0096'SOUTH ALONG BLUFF ROAD, 27 FEET WEST OF THE CENTER LINE OF THE
 LV0096'ROAD, 1.5 FEET SOUTH OF A TELEPHONE POLE STENCILED SURVEY MARKER
 LV0096'DO NOT DISTURBED, 1.0 FOOT NORTH OF A WITNESS POST, ABOUT LEVEL
 LV0096'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 LV0096'0.2 FOOT ABOVE THE GROUND.
 LV0096
 LV0096                          STATION RECOVERY (1988)
 LV0096
 LV0096'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0096'THE WITNESS POST WAS FOUND ON THE GROUND IN THE VICINITY OF
 LV0096'UNDERGROUND CABLE CONSTRUCTION, BUT THERE WAS NO EVIDENCE OF THE
 LV0096'MARK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0546 ***********************************************************************
 NZ0546  DESIGNATION -  R 56
 NZ0546  PID         -  NZ0546
 NZ0546  STATE/COUNTY-  OR/JOSEPHINE
 NZ0546  USGS QUAD   -  SELMA (1996)
 NZ0546
 NZ0546                         *CURRENT SURVEY CONTROL
 NZ0546  ___________________________________________________________________
 NZ0546* NAD 83(1986)-  42 22 12.     (N)    123 30 18.     (W)     SCALED    
 NZ0546* NAVD 88     -       306.102  (meters)    1004.27   (feet)  ADJUSTED  
 NZ0546  ___________________________________________________________________
 NZ0546  GEOID HEIGHT-         -24.63  (meters)                     GEOID09
 NZ0546  DYNAMIC HT  -         305.992 (meters)    1003.91  (feet)  COMP
 NZ0546  MODELED GRAV-     980,254.1   (mgal)                       NAVD 88
 NZ0546
 NZ0546  VERT ORDER  -  FIRST     CLASS II
 NZ0546
 NZ0546.The horizontal coordinates were scaled from a topographic map and have
 NZ0546.an estimated accuracy of +/- 6 seconds.
 NZ0546.
 NZ0546.The orthometric height was determined by differential leveling and
 NZ0546.adjusted in June 1991.
 NZ0546
 NZ0546.The geoid height was determined by GEOID09.
 NZ0546
 NZ0546.The dynamic height is computed by dividing the NAVD 88
 NZ0546.geopotential number by the normal gravity value computed on the
 NZ0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0546.degrees latitude (g = 980.6199 gals.).
 NZ0546
 NZ0546.The modeled gravity was interpolated from observed gravity values.
 NZ0546
 NZ0546;                    North         East    Units  Estimated Accuracy
 NZ0546;SPC OR S     -    82,570.    1,252,540.      MT  (+/- 180 meters Scaled)
 NZ0546
 NZ0546                          SUPERSEDED SURVEY CONTROL
 NZ0546
 NZ0546  NGVD 29 (??/??/92)  305.117  (m)         1001.04   (f) ADJ UNCH    1 2
 NZ0546
 NZ0546.Superseded values are not recommended for survey control.
 NZ0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0546.See file dsdata.txt to determine how the superseded data were derived.
 NZ0546
 NZ0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM584909(NAD 83)
 NZ0546
 NZ0546_MARKER: DB = BENCH MARK DISK
 NZ0546_SETTING: 30 = SET IN A LIGHT STRUCTURE
 NZ0546_SP_SET: CULVERT
 NZ0546_STAMPING: R 56 1930 1000.306
 NZ0546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 NZ0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 NZ0546+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2001
 NZ0546
 NZ0546  HISTORY     - Date     Condition        Report By
 NZ0546  HISTORY     - 1930     MONUMENTED       ORDT
 NZ0546  HISTORY     - 1934     GOOD             CGS
 NZ0546  HISTORY     - 1961     GOOD             CGS
 NZ0546  HISTORY     - 20010719 GOOD             INDIV
 NZ0546
 NZ0546                          STATION DESCRIPTION
 NZ0546
 NZ0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NZ0546'2.1 MI SW FROM WILDERVILLE.
 NZ0546'2.1 MILES SOUTHWEST ALONG THE REDWOOD HIGHWAY FROM WILDERVILLE,
 NZ0546'JOSEPHINE COUNTY, 1.5 MILES NORTHEAST OF THE POST OFFICE AT WONDER,
 NZ0546'NEAR THE NORTHEAST END OF A CURVE, 45 FEET SOUTHWEST OF THE SOUTHWEST
 NZ0546'END OF A SIDEHILL CUT, IN THE TOP OF THE NORTHEAST END OF THE
 NZ0546'SOUTHEAST HEADWALL OF A CULVERT AND 1 FOOT BELOW THE ROADWAY.  AN
 NZ0546'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK STAMPED 1000.306 R 56
 NZ0546'1930.
 NZ0546
 NZ0546                          STATION RECOVERY (1961)
 NZ0546
 NZ0546'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NZ0546'RECOVERED IN GOOD CONDITION.
 NZ0546
 NZ0546                          STATION RECOVERY (2001)
 NZ0546
 NZ0546'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (BC)
 NZ0546'LOCATED AT MILEPOST 10.75
 NZ0546'LAT 42-22-12.7
 NZ0546'LON 123-30-17.4
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0089 ***********************************************************************
 LV0089  DESIGNATION -  R 73
 LV0089  PID         -  LV0089
 LV0089  STATE/COUNTY-  CA/DEL NORTE
 LV0089  USGS QUAD   -  SISTER ROCKS (1966)
 LV0089
 LV0089                         *CURRENT SURVEY CONTROL
 LV0089  ___________________________________________________________________
 LV0089* NAD 83(1986)-  41 42 02.     (N)    124 08 19.     (W)     SCALED    
 LV0089* NAVD 88     -        31.783  (meters)     104.27   (feet)  ADJUSTED  
 LV0089  ___________________________________________________________________
 LV0089  GEOID HEIGHT-         -28.56  (meters)                     GEOID09
 LV0089  DYNAMIC HT  -          31.771 (meters)     104.24  (feet)  COMP
 LV0089  MODELED GRAV-     980,245.8   (mgal)                       NAVD 88
 LV0089
 LV0089  VERT ORDER  -  FIRST     CLASS II
 LV0089
 LV0089.The horizontal coordinates were scaled from a topographic map and have
 LV0089.an estimated accuracy of +/- 6 seconds.
 LV0089.
 LV0089.The orthometric height was determined by differential leveling and
 LV0089.adjusted in June 1991.
 LV0089
 LV0089.The geoid height was determined by GEOID09.
 LV0089
 LV0089.The dynamic height is computed by dividing the NAVD 88
 LV0089.geopotential number by the normal gravity value computed on the
 LV0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0089.degrees latitude (g = 980.6199 gals.).
 LV0089
 LV0089.The modeled gravity was interpolated from observed gravity values.
 LV0089
 LV0089;                    North         East    Units  Estimated Accuracy
 LV0089;SPC CA 1     -   765,030.    1,822,000.      MT  (+/- 180 meters Scaled)
 LV0089
 LV0089                          SUPERSEDED SURVEY CONTROL
 LV0089
 LV0089  NGVD 29 (??/??/??)   30.759  (m)          100.92   (f) ADJUSTED    1 2
 LV0089
 LV0089.Superseded values are not recommended for survey control.
 LV0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0089.See file dsdata.txt to determine how the superseded data were derived.
 LV0089
 LV0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM052171(NAD 83)
 LV0089
 LV0089_MARKER: DB = BENCH MARK DISK
 LV0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0089_STAMPING: 100.092 R 73 1930
 LV0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0089+STABILITY: SURFACE MOTION
 LV0089
 LV0089  HISTORY     - Date     Condition        Report By
 LV0089  HISTORY     - 1930     MONUMENTED       CGS
 LV0089  HISTORY     - 1935     GOOD             CGS
 LV0089  HISTORY     - 1956     MARK NOT FOUND   USGS
 LV0089
 LV0089                          STATION DESCRIPTION
 LV0089
 LV0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LV0089'5.5 MI S FROM CRESCENT CITY.
 LV0089'5.5 MILES SOUTH ALONG THE OLD REDWOOD HIGHWAY FROM THE POST
 LV0089'OFFICE AT CRESCENT CITY, DEL NORTE COUNTY, 200 FEET NORTH OF THE
 LV0089'ENTRANCE TO ENDERTS BEACH, AT THE NORTH END OF A SHARP TURN,
 LV0089'AND 36 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.  A
 LV0089'STANDARD DISK, STAMPED 100.092 R 73 1930 AND SET IN THE TOP OF
 LV0089'A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
 LV0089
 LV0089                          STATION RECOVERY (1956)
 LV0089
 LV0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 LV0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0083 ***********************************************************************
 LV0083  DESIGNATION -  S 73
 LV0083  PID         -  LV0083
 LV0083  STATE/COUNTY-  CA/DEL NORTE
 LV0083  USGS QUAD   -  SISTER ROCKS (1966)
 LV0083
 LV0083                         *CURRENT SURVEY CONTROL
 LV0083  ___________________________________________________________________
 LV0083* NAD 83(1986)-  41 40 23.     (N)    124 08 08.     (W)     SCALED    
 LV0083* NAVD 88     -       238.904  (meters)     783.80   (feet)  ADJUSTED  
 LV0083  ___________________________________________________________________
 LV0083  GEOID HEIGHT-         -28.62  (meters)                     GEOID09
 LV0083  DYNAMIC HT  -         238.810 (meters)     783.50  (feet)  COMP
 LV0083  MODELED GRAV-     980,223.6   (mgal)                       NAVD 88
 LV0083
 LV0083  VERT ORDER  -  FIRST     CLASS II
 LV0083
 LV0083.The horizontal coordinates were scaled from a topographic map and have
 LV0083.an estimated accuracy of +/- 6 seconds.
 LV0083.
 LV0083.The orthometric height was determined by differential leveling and
 LV0083.adjusted in June 1991.
 LV0083
 LV0083.The geoid height was determined by GEOID09.
 LV0083
 LV0083.The dynamic height is computed by dividing the NAVD 88
 LV0083.geopotential number by the normal gravity value computed on the
 LV0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0083.degrees latitude (g = 980.6199 gals.).
 LV0083
 LV0083.The modeled gravity was interpolated from observed gravity values.
 LV0083
 LV0083;                    North         East    Units  Estimated Accuracy
 LV0083;SPC CA 1     -   761,980.    1,822,180.      MT  (+/- 180 meters Scaled)
 LV0083
 LV0083                          SUPERSEDED SURVEY CONTROL
 LV0083
 LV0083  NGVD 29 (??/??/??)  237.883  (m)          780.45   (f) ADJUSTED    1 2
 LV0083
 LV0083.Superseded values are not recommended for survey control.
 LV0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0083.See file dsdata.txt to determine how the superseded data were derived.
 LV0083
 LV0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM054140(NAD 83)
 LV0083
 LV0083_MARKER: DB = BENCH MARK DISK
 LV0083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0083_STAMPING: S 73 1930 779.638
 LV0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0083+STABILITY: SURFACE MOTION
 LV0083
 LV0083  HISTORY     - Date     Condition        Report By
 LV0083  HISTORY     - 1930     MONUMENTED       CGS
 LV0083  HISTORY     - 1967     GOOD             CGS
 LV0083  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0083
 LV0083                          STATION DESCRIPTION
 LV0083
 LV0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0083'15.2 MI S FROM CRESCENT CITY.
 LV0083'10.75 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0083'OF FRONT STREET AT CRESCENT CITY, THENCE 4.5 MILES NORTHWEST ALONG
 LV0083'FORMER U.S. HIGHWAY 101, ON THE OUTSIDE OF A CURVE, 0.3 MILE
 LV0083'NORTHWEST OF THE JUNCTION OF A DIRT ROAD SOUTHWEST, AT A TURNOUT
 LV0083'AND VIEW POINT OVERLOOKING THE OCEAN, 60 FEET SOUTHWEST OF THE
 LV0083'CENTER LINE OF THE HIGHWAY, ABOUT 3 FEET HIGHER THAN THE HIGHWAY,
 LV0083'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 LV0083'ABOVE THE GROUND.
 LV0083
 LV0083                          STATION RECOVERY (1988)
 LV0083
 LV0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0163 ***********************************************************************
 LV0163  DESIGNATION -  S 74
 LV0163  PID         -  LV0163
 LV0163  STATE/COUNTY-  CA/HUMBOLDT
 LV0163  USGS QUAD   -  TRINIDAD (1978)
 LV0163
 LV0163                         *CURRENT SURVEY CONTROL
 LV0163  ___________________________________________________________________
 LV0163* NAD 83(1986)-  41 08 17.     (N)    124 08 03.     (W)     SCALED    
 LV0163* NAVD 88     -       107.337  (meters)     352.15   (feet)  ADJUSTED  
 LV0163  ___________________________________________________________________
 LV0163  GEOID HEIGHT-         -29.88  (meters)                     GEOID09
 LV0163  DYNAMIC HT  -         107.294 (meters)     352.01  (feet)  COMP
 LV0163  MODELED GRAV-     980,219.9   (mgal)                       NAVD 88
 LV0163
 LV0163  VERT ORDER  -  FIRST     CLASS II
 LV0163
 LV0163.The horizontal coordinates were scaled from a topographic map and have
 LV0163.an estimated accuracy of +/- 6 seconds.
 LV0163.
 LV0163.The orthometric height was determined by differential leveling and
 LV0163.adjusted in June 1991.
 LV0163
 LV0163.The geoid height was determined by GEOID09.
 LV0163
 LV0163.The dynamic height is computed by dividing the NAVD 88
 LV0163.geopotential number by the normal gravity value computed on the
 LV0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0163.degrees latitude (g = 980.6199 gals.).
 LV0163
 LV0163.The modeled gravity was interpolated from observed gravity values.
 LV0163
 LV0163;                    North         East    Units  Estimated Accuracy
 LV0163;SPC CA 1     -   702,580.    1,820,850.      MT  (+/- 180 meters Scaled)
 LV0163
 LV0163                          SUPERSEDED SURVEY CONTROL
 LV0163
 LV0163  NGVD 29 (??/??/??)  106.350  (m)          348.92   (f) ADJUSTED    1 2
 LV0163
 LV0163.Superseded values are not recommended for survey control.
 LV0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0163.See file dsdata.txt to determine how the superseded data were derived.
 LV0163
 LV0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL048547(NAD 83)
 LV0163
 LV0163_MARKER: DB = BENCH MARK DISK
 LV0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0163_SP_SET: CULVERT
 LV0163_STAMPING: S 74 1931 348.316
 LV0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0163
 LV0163  HISTORY     - Date     Condition        Report By
 LV0163  HISTORY     - 1931     MONUMENTED       CGS
 LV0163  HISTORY     - 1967     GOOD             CGS
 LV0163
 LV0163                          STATION DESCRIPTION
 LV0163
 LV0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0163'7 MI N FROM TRINIDAD.
 LV0163'6.5 MILES NORTH ALONG U.S. HIGHWAY 101 FROM TRINIDAD UNDERPASS AT
 LV0163'TRINIDAD, THENCE 0.45 MILE SOUTHEAST ALONG FORMER U.S. HIGHWAY
 LV0163'101, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF
 LV0163'18-INCH PIPE CULVERT J 367+67, 19 FEET WEST OF THE CENTER LINE
 LV0163'OF THE HIGHWAY, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 MX0835 ***********************************************************************
 MX0835  DESIGNATION -  T 72
 MX0835  PID         -  MX0835
 MX0835  STATE/COUNTY-  CA/DEL NORTE
 MX0835  USGS QUAD   -  SHELLY CREEK RIDGE (1982)
 MX0835
 MX0835                         *CURRENT SURVEY CONTROL
 MX0835  ___________________________________________________________________
 MX0835* NAD 83(1986)-  41 54 17.     (N)    123 46 08.     (W)     SCALED    
 MX0835* NAVD 88     -       384.346  (meters)    1260.98   (feet)  POSTED    
 MX0835  ___________________________________________________________________
 MX0835  GEOID HEIGHT-         -25.83  (meters)                     GEOID09
 MX0835  DYNAMIC HT  -         384.19  (meters)    1260.5   (feet)  COMP
 MX0835  MODELED GRAV-     980,196.9   (mgal)                       NAVD 88
 MX0835
 MX0835  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MX0835
 MX0835.The horizontal coordinates were scaled from a topographic map and have
 MX0835.an estimated accuracy of +/- 6 seconds.
 MX0835.
 MX0835.The orthometric height was determined by differential leveling
 MX0835.and adjusted by the  in 1992.
 MX0835
 MX0835.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MX0835.rate of 1.1 thru 2.0 mm/km.
 MX0835
 MX0835.The geoid height was determined by GEOID09.
 MX0835
 MX0835.The dynamic height is computed by dividing the NAVD 88
 MX0835.geopotential number by the normal gravity value computed on the
 MX0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0835.degrees latitude (g = 980.6199 gals.).
 MX0835
 MX0835.The modeled gravity was interpolated from observed gravity values.
 MX0835
 MX0835;                    North         East    Units  Estimated Accuracy
 MX0835;SPC CA 1     -   787,020.    1,853,230.      MT  (+/- 180 meters Scaled)
 MX0835
 MX0835                          SUPERSEDED SURVEY CONTROL
 MX0835
 MX0835  NGVD 29 (??/??/??)  383.344  (m)         1257.69   (f) ADJUSTED    1 2
 MX0835
 MX0835.Superseded values are not recommended for survey control.
 MX0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0835.See file dsdata.txt to determine how the superseded data were derived.
 MX0835
 MX0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM362394(NAD 83)
 MX0835
 MX0835_MARKER: DB = BENCH MARK DISK
 MX0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MX0835_STAMPING: 1256.894 T 72 1930
 MX0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MX0835+STABILITY: SURFACE MOTION
 MX0835
 MX0835  HISTORY     - Date     Condition        Report By
 MX0835  HISTORY     - 1930     MONUMENTED       CGS
 MX0835  HISTORY     - 1935     GOOD             CGS
 MX0835
 MX0835                          STATION DESCRIPTION
 MX0835
 MX0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MX0835'13.5 MI N FROM GASQUET.
 MX0835'13.5 MILES NORTH ALONG U.S. HIGHWAY 199 FROM GASQUET, DEL NORTE
 MX0835'COUNTY, 6.5 MILES NORTH OF PATRICKS CREEK TAVERN IN 1930, 33 FEET
 MX0835'SOUTH OF THE SOUTH END OF A CUT ON THE WEST SIDE OF THE HIGHWAY,
 MX0835'AND 20 FEET WEST OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 MX0835'1256.894 T 72 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 MX0835'5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0082 ***********************************************************************
 LV0082  DESIGNATION -  T 73
 LV0082  PID         -  LV0082
 LV0082  STATE/COUNTY-  CA/DEL NORTE
 LV0082  USGS QUAD   -  CHILDS HILL (1975)
 LV0082
 LV0082                         *CURRENT SURVEY CONTROL
 LV0082  ___________________________________________________________________
 LV0082* NAD 83(1986)-  41 40 18.     (N)    124 07 03.     (W)     SCALED    
 LV0082* NAVD 88     -       255.011  (meters)     836.65   (feet)  ADJUSTED  
 LV0082  ___________________________________________________________________
 LV0082  GEOID HEIGHT-         -28.53  (meters)                     GEOID09
 LV0082  DYNAMIC HT  -         254.910 (meters)     836.32  (feet)  COMP
 LV0082  MODELED GRAV-     980,218.6   (mgal)                       NAVD 88
 LV0082
 LV0082  VERT ORDER  -  FIRST     CLASS II
 LV0082
 LV0082.The horizontal coordinates were scaled from a topographic map and have
 LV0082.an estimated accuracy of +/- 6 seconds.
 LV0082.
 LV0082.The orthometric height was determined by differential leveling and
 LV0082.adjusted in June 1991.
 LV0082
 LV0082.The geoid height was determined by GEOID09.
 LV0082
 LV0082.The dynamic height is computed by dividing the NAVD 88
 LV0082.geopotential number by the normal gravity value computed on the
 LV0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0082.degrees latitude (g = 980.6199 gals.).
 LV0082
 LV0082.The modeled gravity was interpolated from observed gravity values.
 LV0082
 LV0082;                    North         East    Units  Estimated Accuracy
 LV0082;SPC CA 1     -   761,780.    1,823,680.      MT  (+/- 180 meters Scaled)
 LV0082
 LV0082                          SUPERSEDED SURVEY CONTROL
 LV0082
 LV0082  NGVD 29 (??/??/??)  253.991  (m)          833.30   (f) ADJUSTED    1 2
 LV0082
 LV0082.Superseded values are not recommended for survey control.
 LV0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0082.See file dsdata.txt to determine how the superseded data were derived.
 LV0082
 LV0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM069139(NAD 83)
 LV0082
 LV0082_MARKER: DB = BENCH MARK DISK
 LV0082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0082_SP_SET: CULVERT
 LV0082_STAMPING: T 73 1930 832.495
 LV0082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0082
 LV0082  HISTORY     - Date     Condition        Report By
 LV0082  HISTORY     - 1930     MONUMENTED       CGS
 LV0082  HISTORY     - 1967     GOOD             CGS
 LV0082  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0082
 LV0082                          STATION DESCRIPTION
 LV0082
 LV0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0082'13.4 MI S FROM CRESCENT CITY.
 LV0082'10.75 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0082'OF FRONT STREET AT CRESCENT CITY, THENCE 2.6 MILES NORTHWEST
 LV0082'ALONG FORMER U.S. HIGHWAY 101, IN THE TOP AND 1.0 FOOT SOUTH OF
 LV0082'THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A 12-INCH PIPE
 LV0082'CULVERT, 12 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 26
 LV0082'FEET SOUTHEAST OF A REDWOOD TREE, AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0082
 LV0082                          STATION RECOVERY (1988)
 LV0082
 LV0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0082'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0161 ***********************************************************************
 LV0161  DESIGNATION -  T 74
 LV0161  PID         -  LV0161
 LV0161  STATE/COUNTY-  CA/HUMBOLDT
 LV0161  USGS QUAD   -  TRINIDAD (1978)
 LV0161
 LV0161                         *CURRENT SURVEY CONTROL
 LV0161  ___________________________________________________________________
 LV0161* NAD 83(1986)-  41 07 24.     (N)    124 09 22.     (W)     SCALED    
 LV0161* NAVD 88     -        78.101  (meters)     256.24   (feet)  ADJUSTED  
 LV0161  ___________________________________________________________________
 LV0161  GEOID HEIGHT-         -30.01  (meters)                     GEOID09
 LV0161  DYNAMIC HT  -          78.069 (meters)     256.13  (feet)  COMP
 LV0161  MODELED GRAV-     980,223.2   (mgal)                       NAVD 88
 LV0161
 LV0161  VERT ORDER  -  FIRST     CLASS II
 LV0161
 LV0161.The horizontal coordinates were scaled from a topographic map and have
 LV0161.an estimated accuracy of +/- 6 seconds.
 LV0161.
 LV0161.The orthometric height was determined by differential leveling and
 LV0161.adjusted in June 1991.
 LV0161
 LV0161.The geoid height was determined by GEOID09.
 LV0161
 LV0161.The dynamic height is computed by dividing the NAVD 88
 LV0161.geopotential number by the normal gravity value computed on the
 LV0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0161.degrees latitude (g = 980.6199 gals.).
 LV0161
 LV0161.The modeled gravity was interpolated from observed gravity values.
 LV0161
 LV0161;                    North         East    Units  Estimated Accuracy
 LV0161;SPC CA 1     -   700,990.    1,818,970.      MT  (+/- 180 meters Scaled)
 LV0161
 LV0161                          SUPERSEDED SURVEY CONTROL
 LV0161
 LV0161  NGVD 29 (??/??/??)   77.117  (m)          253.01   (f) ADJUSTED    1 2
 LV0161
 LV0161.Superseded values are not recommended for survey control.
 LV0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0161.See file dsdata.txt to determine how the superseded data were derived.
 LV0161
 LV0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL029530(NAD 83)
 LV0161
 LV0161_MARKER: DB = BENCH MARK DISK
 LV0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0161_STAMPING: T 74 1931 252.417
 LV0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0161+STABILITY: SURFACE MOTION
 LV0161
 LV0161  HISTORY     - Date     Condition        Report By
 LV0161  HISTORY     - 1931     MONUMENTED       CGS
 LV0161  HISTORY     - 1967     GOOD             CGS
 LV0161  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0161
 LV0161                          STATION DESCRIPTION
 LV0161
 LV0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0161'4.7 MI N FROM TRINIDAD.
 LV0161'4.7 MILES NORTH ALONG REDWOOD HIGHWAY (FORMER U.S. HIGHWAY 101)
 LV0161'FROM TRINIDAD UNDERPASS AT TRINIDAD, 175 FEET NORTH OF ABALONE
 LV0161'BEACH STORE 51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT
 LV0161'GULLETS HIDEOUT SCHOOL, IN THE NORTHWEST CORNER OF THE SCHOOL YARD,
 LV0161'UNDER A FENCE, AND SET IN THE TOP OF A CONCRETE POST ABOUT 1
 LV0161'FOOT UNDERGROUND.  NOTE-- WAS UNABLE TO LEVEL OVER THIS MARK
 LV0161'DURING THE 1967 RELEVELING BECAUSE IT WAS UNDER THE FENCE.
 LV0161
 LV0161                          STATION RECOVERY (1988)
 LV0161
 LV0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0550 ***********************************************************************
 NZ0550  DESIGNATION -  U 56
 NZ0550  PID         -  NZ0550
 NZ0550  STATE/COUNTY-  OR/JOSEPHINE
 NZ0550  USGS QUAD   -  SELMA (1996)
 NZ0550
 NZ0550                         *CURRENT SURVEY CONTROL
 NZ0550  ___________________________________________________________________
 NZ0550* NAD 83(1986)-  42 20 55.     (N)    123 33 30.     (W)     SCALED    
 NZ0550* NAVD 88     -       357.681  (meters)    1173.49   (feet)  ADJUSTED  
 NZ0550  ___________________________________________________________________
 NZ0550  GEOID HEIGHT-         -24.67  (meters)                     GEOID09
 NZ0550  DYNAMIC HT  -         357.550 (meters)    1173.06  (feet)  COMP
 NZ0550  MODELED GRAV-     980,244.8   (mgal)                       NAVD 88
 NZ0550
 NZ0550  VERT ORDER  -  FIRST     CLASS II
 NZ0550
 NZ0550.The horizontal coordinates were scaled from a topographic map and have
 NZ0550.an estimated accuracy of +/- 6 seconds.
 NZ0550.
 NZ0550.The orthometric height was determined by differential leveling and
 NZ0550.adjusted in June 1991.
 NZ0550
 NZ0550.The geoid height was determined by GEOID09.
 NZ0550
 NZ0550.The dynamic height is computed by dividing the NAVD 88
 NZ0550.geopotential number by the normal gravity value computed on the
 NZ0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0550.degrees latitude (g = 980.6199 gals.).
 NZ0550
 NZ0550.The modeled gravity was interpolated from observed gravity values.
 NZ0550
 NZ0550;                    North         East    Units  Estimated Accuracy
 NZ0550;SPC OR S     -    80,360.    1,248,060.      MT  (+/- 180 meters Scaled)
 NZ0550
 NZ0550                          SUPERSEDED SURVEY CONTROL
 NZ0550
 NZ0550  NGVD 29 (??/??/92)  356.696  (m)         1170.26   (f) ADJ UNCH    1 2
 NZ0550
 NZ0550.Superseded values are not recommended for survey control.
 NZ0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0550.See file dsdata.txt to determine how the superseded data were derived.
 NZ0550
 NZ0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM540886(NAD 83)
 NZ0550
 NZ0550_MARKER: DB = BENCH MARK DISK
 NZ0550_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0550_SP_SET: BRIDGE
 NZ0550_STAMPING: U 56 1930 1169.522
 NZ0550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0550
 NZ0550  HISTORY     - Date     Condition        Report By
 NZ0550  HISTORY     - 1930     MONUMENTED       ORDT
 NZ0550  HISTORY     - 1934     GOOD             CGS
 NZ0550  HISTORY     - 1961     GOOD             CGS
 NZ0550
 NZ0550                          STATION DESCRIPTION
 NZ0550
 NZ0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NZ0550'2.0 MI SW FROM WONDER.
 NZ0550'2.0 MILES SOUTHWEST ALONG THE REDWOOD HIGHWAY FROM THE POST OFFICE AT,
 NZ0550'WONDER, JOSEPHINE COUNTY, AT THE NORTH CORNER OF THE HIGHWAY BRIDGE
 NZ0550'OVER NORTH BRANCH OF SLATE CREEK IN THE TOP OF THE WINGWALL. AN OREGON
 NZ0550'STATE HIGHWAY DEPARTMENT STANDARD DISK STAMPED 1169.522 U 56 1930.
 NZ0550
 NZ0550                          STATION RECOVERY (1961)
 NZ0550
 NZ0550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NZ0550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 MX0836 ***********************************************************************
 MX0836  DESIGNATION -  U 72
 MX0836  PID         -  MX0836
 MX0836  STATE/COUNTY-  CA/DEL NORTE
 MX0836  USGS QUAD   -  SHELLY CREEK RIDGE (1982)
 MX0836
 MX0836                         *CURRENT SURVEY CONTROL
 MX0836  ___________________________________________________________________
 MX0836* NAD 83(1986)-  41 53 23.     (N)    123 48 05.     (W)     SCALED    
 MX0836* NAVD 88     -       354.377  (meters)    1162.65   (feet)  POSTED    
 MX0836  ___________________________________________________________________
 MX0836  GEOID HEIGHT-         -26.06  (meters)                     GEOID09
 MX0836  DYNAMIC HT  -         354.23  (meters)    1162.2   (feet)  COMP
 MX0836  MODELED GRAV-     980,196.3   (mgal)                       NAVD 88
 MX0836
 MX0836  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MX0836
 MX0836.The horizontal coordinates were scaled from a topographic map and have
 MX0836.an estimated accuracy of +/- 6 seconds.
 MX0836.
 MX0836.The orthometric height was determined by differential leveling
 MX0836.and adjusted by the  in 1992.
 MX0836
 MX0836.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MX0836.rate of 1.1 thru 2.0 mm/km.
 MX0836
 MX0836.The geoid height was determined by GEOID09.
 MX0836
 MX0836.The dynamic height is computed by dividing the NAVD 88
 MX0836.geopotential number by the normal gravity value computed on the
 MX0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0836.degrees latitude (g = 980.6199 gals.).
 MX0836
 MX0836.The modeled gravity was interpolated from observed gravity values.
 MX0836
 MX0836;                    North         East    Units  Estimated Accuracy
 MX0836;SPC CA 1     -   785,410.    1,850,500.      MT  (+/- 180 meters Scaled)
 MX0836
 MX0836                          SUPERSEDED SURVEY CONTROL
 MX0836
 MX0836  NGVD 29 (??/??/??)  353.371  (m)         1159.35   (f) ADJUSTED    1 2
 MX0836
 MX0836.Superseded values are not recommended for survey control.
 MX0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0836.See file dsdata.txt to determine how the superseded data were derived.
 MX0836
 MX0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM335378(NAD 83)
 MX0836
 MX0836_MARKER: DB = BENCH MARK DISK
 MX0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 MX0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 MX0836_STAMPING: 1158.551 U 72 1930
 MX0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 MX0836+STABILITY: SURFACE MOTION
 MX0836
 MX0836  HISTORY     - Date     Condition        Report By
 MX0836  HISTORY     - 1930     MONUMENTED       CGS
 MX0836  HISTORY     - 1935     GOOD             CGS
 MX0836
 MX0836                          STATION DESCRIPTION
 MX0836
 MX0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MX0836'11 MI N FROM GASQUET.
 MX0836'11.0 MILES NORTH ALONG U.S. HIGHWAY 199 FROM GASQUET, DEL NORTE
 MX0836'COUNTY, 3.8 MILES NORTH OF PATRICKS CREEK TAVERN IN 1930, ABOUT 1
 MX0836'MILE NORTHEAST OF HIGHWAY BRIDGE NO. 116 OVER SMITH RIVER, AND 33
 MX0836'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 MX0836'STAMPED 1158.551 U 72 1930 AND SET IN THE TOP OF A CONCRETE POST
 MX0836'PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0077 ***********************************************************************
 LV0077  DESIGNATION -  U 73
 LV0077  PID         -  LV0077
 LV0077  STATE/COUNTY-  CA/DEL NORTE
 LV0077  USGS QUAD   -  CHILDS HILL (1975)
 LV0077
 LV0077                         *CURRENT SURVEY CONTROL
 LV0077  ___________________________________________________________________
 LV0077* NAD 83(1986)-  41 38 44.     (N)    124 07 03.     (W)     SCALED    
 LV0077* NAVD 88     -       254.463  (meters)     834.85   (feet)  ADJUSTED  
 LV0077  ___________________________________________________________________
 LV0077  GEOID HEIGHT-         -28.64  (meters)                     GEOID09
 LV0077  DYNAMIC HT  -         254.362 (meters)     834.52  (feet)  COMP
 LV0077  MODELED GRAV-     980,217.9   (mgal)                       NAVD 88
 LV0077
 LV0077  VERT ORDER  -  FIRST     CLASS II
 LV0077
 LV0077.The horizontal coordinates were scaled from a topographic map and have
 LV0077.an estimated accuracy of +/- 6 seconds.
 LV0077.
 LV0077.The orthometric height was determined by differential leveling and
 LV0077.adjusted in June 1991.
 LV0077
 LV0077.WARNING-Repeat measurements at this control monument indicate possible
 LV0077.vertical movement.
 LV0077
 LV0077.The geoid height was determined by GEOID09.
 LV0077
 LV0077.The dynamic height is computed by dividing the NAVD 88
 LV0077.geopotential number by the normal gravity value computed on the
 LV0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0077.degrees latitude (g = 980.6199 gals.).
 LV0077
 LV0077.The modeled gravity was interpolated from observed gravity values.
 LV0077
 LV0077;                    North         East    Units  Estimated Accuracy
 LV0077;SPC CA 1     -   758,890.    1,823,610.      MT  (+/- 180 meters Scaled)
 LV0077
 LV0077                          SUPERSEDED SURVEY CONTROL
 LV0077
 LV0077  NGVD 29 (12/02/92)  253.469  (m)          831.59   (f) ADJUSTED    1 2
 LV0077
 LV0077.Superseded values are not recommended for survey control.
 LV0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0077.See file dsdata.txt to determine how the superseded data were derived.
 LV0077
 LV0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM069110(NAD 83)
 LV0077
 LV0077_MARKER: DB = BENCH MARK DISK
 LV0077_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0077_SP_SET: HEADWALL
 LV0077_STAMPING: U 73 1930 831.055
 LV0077_MARK LOGO: CGS   
 LV0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0077+STABILITY: SURFACE MOTION
 LV0077
 LV0077  HISTORY     - Date     Condition        Report By
 LV0077  HISTORY     - 1930     MONUMENTED       CGS
 LV0077  HISTORY     - 1967     GOOD             CGS
 LV0077  HISTORY     - 1988     GOOD             NGS
 LV0077
 LV0077                          STATION DESCRIPTION
 LV0077
 LV0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0077'11 MI S FROM CRESCENT CITY.
 LV0077'10.75 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION OF
 LV0077'FRONT STREET AT CRESCENT CITY, THENCE 0.3 MILE NORTHWEST ALONG
 LV0077'FORMER U.S. HIGHWAY 101, ACROSS THE HIGHWAY FROM A 72-INCH REDWOOD
 LV0077'TREE, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 LV0077'HEAD WALL OF A CULVERT, 16 FEET NORTHEAST OF THE CENTER LINE OF
 LV0077'THE HIGHWAY, 12 FEET SOUTHEAST OF AN 8-INCH BIRCH TREE, 0.6 FOOT
 LV0077'EAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0077
 LV0077                          STATION RECOVERY (1988)
 LV0077
 LV0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 MX0837 ***********************************************************************
 MX0837  DESIGNATION -  V 72
 MX0837  PID         -  MX0837
 MX0837  STATE/COUNTY-  CA/DEL NORTE
 MX0837  USGS QUAD   -  SHELLY CREEK RIDGE (1982)
 MX0837
 MX0837                         *CURRENT SURVEY CONTROL
 MX0837  ___________________________________________________________________
 MX0837* NAD 83(1986)-  41 53 00.     (N)    123 49 04.     (W)     SCALED    
 MX0837* NAVD 88     -       304.518  (meters)     999.07   (feet)  POSTED    
 MX0837  ___________________________________________________________________
 MX0837  GEOID HEIGHT-         -26.17  (meters)                     GEOID09
 MX0837  DYNAMIC HT  -         304.39  (meters)     998.7   (feet)  COMP
 MX0837  MODELED GRAV-     980,189.7   (mgal)                       NAVD 88
 MX0837
 MX0837  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MX0837
 MX0837.The horizontal coordinates were scaled from a topographic map and have
 MX0837.an estimated accuracy of +/- 6 seconds.
 MX0837.
 MX0837.The orthometric height was determined by differential leveling
 MX0837.and adjusted by the  in 1992.
 MX0837
 MX0837.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MX0837.rate of 1.1 thru 2.0 mm/km.
 MX0837
 MX0837.The geoid height was determined by GEOID09.
 MX0837
 MX0837.The dynamic height is computed by dividing the NAVD 88
 MX0837.geopotential number by the normal gravity value computed on the
 MX0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0837.degrees latitude (g = 980.6199 gals.).
 MX0837
 MX0837.The modeled gravity was interpolated from observed gravity values.
 MX0837
 MX0837;                    North         East    Units  Estimated Accuracy
 MX0837;SPC CA 1     -   784,730.    1,849,120.      MT  (+/- 180 meters Scaled)
 MX0837
 MX0837                          SUPERSEDED SURVEY CONTROL
 MX0837
 MX0837  NGVD 29 (??/??/??)  303.506  (m)          995.75   (f) ADJUSTED    1 2
 MX0837
 MX0837.Superseded values are not recommended for survey control.
 MX0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0837.See file dsdata.txt to determine how the superseded data were derived.
 MX0837
 MX0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM321371(NAD 83)
 MX0837
 MX0837_MARKER: DB = BENCH MARK DISK
 MX0837_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MX0837_SP_SET: BRIDGE
 MX0837_STAMPING: 994.949 V 72 1930
 MX0837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MX0837
 MX0837  HISTORY     - Date     Condition        Report By
 MX0837  HISTORY     - 1930     MONUMENTED       CGS
 MX0837  HISTORY     - 1942     GOOD             CGS
 MX0837
 MX0837                          STATION DESCRIPTION
 MX0837
 MX0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MX0837'10 MI N FROM GASQUET.
 MX0837'10.0 MILES NORTH ALONG U.S. HIGHWAY 199 FROM GASQUET, DEL NORTE
 MX0837'COUNTY, 2.8 MILES NORTH OF PATRICKS CREEK TAVERN IN 1930, AT
 MX0837'BRIDGE NO. 116 OVER SMITH RIVER, AT THE NORTHWEST CORNER OF THE
 MX0837'BRIDGE, AND IN THE TOP OF THE CURB.  A STANDARD DISK, STAMPED
 MX0837'994.949 V 72 1930.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 MX0838 ***********************************************************************
 MX0838  DESIGNATION -  W 72
 MX0838  PID         -  MX0838
 MX0838  STATE/COUNTY-  CA/DEL NORTE
 MX0838  USGS QUAD   -  SHELLY CREEK RIDGE (1982)
 MX0838
 MX0838                         *CURRENT SURVEY CONTROL
 MX0838  ___________________________________________________________________
 MX0838* NAD 83(1986)-  41 52 48.     (N)    123 49 36.     (W)     SCALED    
 MX0838* NAVD 88     -       288.983  (meters)     948.11   (feet)  POSTED    
 MX0838  ___________________________________________________________________
 MX0838  GEOID HEIGHT-         -26.23  (meters)                     GEOID09
 MX0838  DYNAMIC HT  -         288.86  (meters)     947.7   (feet)  COMP
 MX0838  MODELED GRAV-     980,191.7   (mgal)                       NAVD 88
 MX0838
 MX0838  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MX0838
 MX0838.The horizontal coordinates were scaled from a topographic map and have
 MX0838.an estimated accuracy of +/- 6 seconds.
 MX0838.
 MX0838.The orthometric height was determined by differential leveling
 MX0838.and adjusted by the  in 1992.
 MX0838
 MX0838.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MX0838.rate of 1.1 thru 2.0 mm/km.
 MX0838
 MX0838.The geoid height was determined by GEOID09.
 MX0838
 MX0838.The dynamic height is computed by dividing the NAVD 88
 MX0838.geopotential number by the normal gravity value computed on the
 MX0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0838.degrees latitude (g = 980.6199 gals.).
 MX0838
 MX0838.The modeled gravity was interpolated from observed gravity values.
 MX0838
 MX0838;                    North         East    Units  Estimated Accuracy
 MX0838;SPC CA 1     -   784,370.    1,848,380.      MT  (+/- 180 meters Scaled)
 MX0838
 MX0838                          SUPERSEDED SURVEY CONTROL
 MX0838
 MX0838  NGVD 29 (??/??/??)  287.970  (m)          944.78   (f) ADJUSTED    1 2
 MX0838
 MX0838.Superseded values are not recommended for survey control.
 MX0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0838.See file dsdata.txt to determine how the superseded data were derived.
 MX0838
 MX0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM314367(NAD 83)
 MX0838
 MX0838_MARKER: DB = BENCH MARK DISK
 MX0838_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MX0838_SP_SET: BRIDGE
 MX0838_STAMPING: 943.978 W 72 1930
 MX0838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MX0838
 MX0838  HISTORY     - Date     Condition        Report By
 MX0838  HISTORY     - 1930     MONUMENTED       CGS
 MX0838  HISTORY     - 1942     GOOD             CGS
 MX0838
 MX0838                          STATION DESCRIPTION
 MX0838
 MX0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 MX0838'9 MI N FROM GASQUET.
 MX0838'9.0 MILES NORTH ALONG U.S. HIGHWAY 199 FROM GASQUET, DEL NORTE
 MX0838'COUNTY, 2.0 MILES NORTH OF PATRICKS CREEK TAVERN IN 1930, AT
 MX0838'BRIDGE NO. 115 OVER SMITH RIVER, AT THE NORTHWEST CORNER OF THE
 MX0838'BRIDGE, AND IN THE TOP OF THE CURB.  A STANDARD DISK, STAMPED
 MX0838'943.978 W 72 1930.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0067 ***********************************************************************
 LV0067  DESIGNATION -  W 73
 LV0067  PID         -  LV0067
 LV0067  STATE/COUNTY-  CA/DEL NORTE
 LV0067  USGS QUAD   -  REQUA (1966)
 LV0067
 LV0067                         *CURRENT SURVEY CONTROL
 LV0067  ___________________________________________________________________
 LV0067* NAD 83(1986)-  41 36 23.     (N)    124 05 51.     (W)     SCALED    
 LV0067* NAVD 88     -         6.576  (meters)      21.57   (feet)  ADJUSTED  
 LV0067  ___________________________________________________________________
 LV0067  GEOID HEIGHT-         -28.70  (meters)                     GEOID09
 LV0067  DYNAMIC HT  -           6.574 (meters)      21.57  (feet)  COMP
 LV0067  MODELED GRAV-     980,263.0   (mgal)                       NAVD 88
 LV0067
 LV0067  VERT ORDER  -  FIRST     CLASS II
 LV0067
 LV0067.The horizontal coordinates were scaled from a topographic map and have
 LV0067.an estimated accuracy of +/- 6 seconds.
 LV0067.
 LV0067.The orthometric height was determined by differential leveling and
 LV0067.adjusted in June 1991.
 LV0067
 LV0067.WARNING-Repeat measurements at this control monument indicate possible
 LV0067.vertical movement.
 LV0067
 LV0067.The geoid height was determined by GEOID09.
 LV0067
 LV0067.The dynamic height is computed by dividing the NAVD 88
 LV0067.geopotential number by the normal gravity value computed on the
 LV0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0067.degrees latitude (g = 980.6199 gals.).
 LV0067
 LV0067.The modeled gravity was interpolated from observed gravity values.
 LV0067
 LV0067;                    North         East    Units  Estimated Accuracy
 LV0067;SPC CA 1     -   754,500.    1,825,170.      MT  (+/- 180 meters Scaled)
 LV0067
 LV0067                          SUPERSEDED SURVEY CONTROL
 LV0067
 LV0067  NGVD 29 (12/02/92)    5.519  (m)           18.11   (f) ADJUSTED    1 2
 LV0067
 LV0067.Superseded values are not recommended for survey control.
 LV0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0067.See file dsdata.txt to determine how the superseded data were derived.
 LV0067
 LV0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM085066(NAD 83)
 LV0067
 LV0067_MARKER: DB = BENCH MARK DISK
 LV0067_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LV0067_SP_SET: BRIDGE CURB
 LV0067_STAMPING: W 73 1930 17.464
 LV0067_MARK LOGO: CGS   
 LV0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0067
 LV0067  HISTORY     - Date     Condition        Report By
 LV0067  HISTORY     - 1930     MONUMENTED       CGS
 LV0067  HISTORY     - 1967     GOOD             CGS
 LV0067  HISTORY     - 1988     GOOD             NGS
 LV0067
 LV0067                          STATION DESCRIPTION
 LV0067
 LV0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0067'13.9 MI S FROM CRESCENT CITY.
 LV0067'13.6 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION OF
 LV0067'FRONT STREET AT CRESCENT CITY, THENCE 0.3 MILE NORTHEAST ALONG
 LV0067'FORMER U.S. HIGHWAY 101, IN THE TOP OF THE NORTHWEST END OF THE
 LV0067'SOUTHWEST CONCRETE CURB OF BRIDGE OVER WILSON CREEK, 9 FEET
 LV0067'SOUTHWEST OF THE CENTER LINE OF THE FORMER HIGHWAY, AND ABOUT
 LV0067'1 FOOT HIGHER THAN THE HIGHWAY.
 LV0067
 LV0067                          STATION RECOVERY (1988)
 LV0067
 LV0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0151 ***********************************************************************
 LV0151  DESIGNATION -  W 74
 LV0151  PID         -  LV0151
 LV0151  STATE/COUNTY-  CA/HUMBOLDT
 LV0151  USGS QUAD   -  CRANNELL (1975)
 LV0151
 LV0151                         *CURRENT SURVEY CONTROL
 LV0151  ___________________________________________________________________
 LV0151* NAD 83(1986)-  41 02 32.     (N)    124 07 09.     (W)     SCALED    
 LV0151* NAVD 88     -        23.993  (meters)      78.72   (feet)  ADJUSTED  
 LV0151  ___________________________________________________________________
 LV0151  GEOID HEIGHT-         -29.97  (meters)                     GEOID09
 LV0151  DYNAMIC HT  -          23.984 (meters)      78.69  (feet)  COMP
 LV0151  MODELED GRAV-     980,227.8   (mgal)                       NAVD 88
 LV0151
 LV0151  VERT ORDER  -  FIRST     CLASS II
 LV0151
 LV0151.The horizontal coordinates were scaled from a topographic map and have
 LV0151.an estimated accuracy of +/- 6 seconds.
 LV0151.
 LV0151.The orthometric height was determined by differential leveling and
 LV0151.adjusted in June 1991.
 LV0151
 LV0151.The geoid height was determined by GEOID09.
 LV0151
 LV0151.The dynamic height is computed by dividing the NAVD 88
 LV0151.geopotential number by the normal gravity value computed on the
 LV0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0151.degrees latitude (g = 980.6199 gals.).
 LV0151
 LV0151.The modeled gravity was interpolated from observed gravity values.
 LV0151
 LV0151;                    North         East    Units  Estimated Accuracy
 LV0151;SPC CA 1     -   691,910.    1,821,850.      MT  (+/- 180 meters Scaled)
 LV0151
 LV0151                          SUPERSEDED SURVEY CONTROL
 LV0151
 LV0151  NGVD 29 (??/??/??)   23.023  (m)           75.53   (f) ADJUSTED    1 2
 LV0151
 LV0151.Superseded values are not recommended for survey control.
 LV0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0151.See file dsdata.txt to determine how the superseded data were derived.
 LV0151
 LV0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL059440(NAD 83)
 LV0151
 LV0151_MARKER: DB = BENCH MARK DISK
 LV0151_SETTING: 66 = SET IN ROCK OUTCROP
 LV0151_SP_SET: ROCK OUTCROP
 LV0151_STAMPING: W 74 1931 74.974
 LV0151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0151+STABILITY: POSITION/ELEVATION WELL
 LV0151
 LV0151  HISTORY     - Date     Condition        Report By
 LV0151  HISTORY     - 1931     MONUMENTED       CGS
 LV0151  HISTORY     - 1967     GOOD             CGS
 LV0151
 LV0151                          STATION DESCRIPTION
 LV0151
 LV0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0151'1.9 MI S FROM TRINIDAD.
 LV0151'1.9 MILES SOUTH ALONG FORMER U.S. HIGHWAY 101 FROM TRINIDAD
 LV0151'UNDERPASS AT TRINIDAD, ALONG THE SHORE LINE, ON THE NORTH BANK OF
 LV0151'LUFFENHOLTZ CREEK, IN THE TOP OF A 6- BY 10-FOOT OUTCROP, 54
 LV0151'FEET WEST OF THE CENTER LINE OF THE FORMER HIGHWAY, AND ABOUT
 LV0151'3 FEET HIGHER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0554 ***********************************************************************
 NZ0554  DESIGNATION -  X 56
 NZ0554  PID         -  NZ0554
 NZ0554  STATE/COUNTY-  OR/JOSEPHINE
 NZ0554  USGS QUAD   -  SELMA (1996)
 NZ0554
 NZ0554                         *CURRENT SURVEY CONTROL
 NZ0554  ___________________________________________________________________
 NZ0554* NAD 83(1986)-  42 20 01.     (N)    123 35 18.     (W)     SCALED    
 NZ0554* NAVD 88     -       507.061  (meters)    1663.58   (feet)  ADJUSTED  
 NZ0554  ___________________________________________________________________
 NZ0554  GEOID HEIGHT-         -24.72  (meters)                     GEOID09
 NZ0554  DYNAMIC HT  -         506.859 (meters)    1662.92  (feet)  COMP
 NZ0554  MODELED GRAV-     980,207.8   (mgal)                       NAVD 88
 NZ0554
 NZ0554  VERT ORDER  -  FIRST     CLASS II
 NZ0554
 NZ0554.The horizontal coordinates were scaled from a topographic map and have
 NZ0554.an estimated accuracy of +/- 6 seconds.
 NZ0554.
 NZ0554.The orthometric height was determined by differential leveling and
 NZ0554.adjusted in June 1991.
 NZ0554
 NZ0554.The geoid height was determined by GEOID09.
 NZ0554
 NZ0554.The dynamic height is computed by dividing the NAVD 88
 NZ0554.geopotential number by the normal gravity value computed on the
 NZ0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0554.degrees latitude (g = 980.6199 gals.).
 NZ0554
 NZ0554.The modeled gravity was interpolated from observed gravity values.
 NZ0554
 NZ0554;                    North         East    Units  Estimated Accuracy
 NZ0554;SPC OR S     -    78,780.    1,245,530.      MT  (+/- 180 meters Scaled)
 NZ0554
 NZ0554                          SUPERSEDED SURVEY CONTROL
 NZ0554
 NZ0554  NGVD 29 (??/??/92)  506.071  (m)         1660.33   (f) ADJ UNCH    1 2
 NZ0554
 NZ0554.Superseded values are not recommended for survey control.
 NZ0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0554.See file dsdata.txt to determine how the superseded data were derived.
 NZ0554
 NZ0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM515869(NAD 83)
 NZ0554
 NZ0554_MARKER: DD = SURVEY DISK
 NZ0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 NZ0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 NZ0554_STAMPING: X 56 1930
 NZ0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 NZ0554+STABILITY: SURFACE MOTION
 NZ0554
 NZ0554  HISTORY     - Date     Condition        Report By
 NZ0554  HISTORY     - 1930     MONUMENTED       ORDT
 NZ0554  HISTORY     - 1961     MARK NOT FOUND   CGS
 NZ0554
 NZ0554                          STATION DESCRIPTION
 NZ0554
 NZ0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NZ0554'5.1 MI SW FROM WONDER.
 NZ0554'THIS MARK WAS AT THE SUMMIT OF HAYS HILL, 63 YARDS EAST OF THE WEST
 NZ0554'END OF THE CUT AT THE SUMMIT, AND 60 YARDS NORTH OF THE CENTER OF THE
 NZ0554'HIGHWAY.  THIS MARK WAS SEARCHED FOR IN NOVEMBER 1934 AND NOT FOUND
 NZ0554'THEN.  THE HIGHWAY HAS RECENTLY BEEN RECONSTRUCTED SO IT IS IMPOSSIBLE
 NZ0554'FOR THE MARK TO BE THERE NOW.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 MX0840 ***********************************************************************
 MX0840  DESIGNATION -  X 72
 MX0840  PID         -  MX0840
 MX0840  STATE/COUNTY-  CA/DEL NORTE
 MX0840  USGS QUAD   -  SHELLY CREEK RIDGE (1982)
 MX0840
 MX0840                         *CURRENT SURVEY CONTROL
 MX0840  ___________________________________________________________________
 MX0840* NAD 83(1986)-  41 52 29.     (N)    123 50 39.     (W)     SCALED    
 MX0840* NAVD 88     -       250.804  (meters)     822.85   (feet)  POSTED    
 MX0840  ___________________________________________________________________
 MX0840  GEOID HEIGHT-         -26.34  (meters)                     GEOID09
 MX0840  DYNAMIC HT  -         250.70  (meters)     822.5   (feet)  COMP
 MX0840  MODELED GRAV-     980,207.2   (mgal)                       NAVD 88
 MX0840
 MX0840  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MX0840
 MX0840.The horizontal coordinates were scaled from a topographic map and have
 MX0840.an estimated accuracy of +/- 6 seconds.
 MX0840.
 MX0840.The orthometric height was determined by differential leveling
 MX0840.and adjusted by the  in 1992.
 MX0840
 MX0840.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MX0840.rate of 1.1 thru 2.0 mm/km.
 MX0840
 MX0840.The geoid height was determined by GEOID09.
 MX0840
 MX0840.The dynamic height is computed by dividing the NAVD 88
 MX0840.geopotential number by the normal gravity value computed on the
 MX0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0840.degrees latitude (g = 980.6199 gals.).
 MX0840
 MX0840.The modeled gravity was interpolated from observed gravity values.
 MX0840
 MX0840;                    North         East    Units  Estimated Accuracy
 MX0840;SPC CA 1     -   783,820.    1,846,910.      MT  (+/- 180 meters Scaled)
 MX0840
 MX0840                          SUPERSEDED SURVEY CONTROL
 MX0840
 MX0840  NGVD 29 (??/??/??)  249.792  (m)          819.53   (f) ADJUSTED    1 2
 MX0840
 MX0840.Superseded values are not recommended for survey control.
 MX0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0840.See file dsdata.txt to determine how the superseded data were derived.
 MX0840
 MX0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM299362(NAD 83)
 MX0840
 MX0840_MARKER: DB = BENCH MARK DISK
 MX0840_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MX0840_SP_SET: BRIDGE
 MX0840_STAMPING: 818.719 X 72 1930
 MX0840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MX0840
 MX0840  HISTORY     - Date     Condition        Report By
 MX0840  HISTORY     - 1930     MONUMENTED       CGS
 MX0840  HISTORY     - 1935     GOOD             CGS
 MX0840
 MX0840                          STATION DESCRIPTION
 MX0840
 MX0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MX0840'7 MI N FROM GASQUET.
 MX0840'7 MILES NORTH ALONG U.S. HIGHWAY 199 FROM GASQUET, DEL NORTE
 MX0840'COUNTY, AT PATRICKS CREEK TRAVERN IN 1930, AT A CONCRETE BRIDGE
 MX0840'OVER PATRICKS CREEK, AT THE SOUTHWEST CORNER OF THE BRIDGE, AND
 MX0840'IN THE TOP OF THE CURB.  A STANDARD DISK, STAMPED 818.719 X
 MX0840'72 1930.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0064 ***********************************************************************
 LV0064  DESIGNATION -  X 73
 LV0064  PID         -  LV0064
 LV0064  STATE/COUNTY-  CA/DEL NORTE
 LV0064  USGS QUAD   -  REQUA (1966)
 LV0064
 LV0064                         *CURRENT SURVEY CONTROL
 LV0064  ___________________________________________________________________
 LV0064* NAD 83(1986)-  41 34 53.     (N)    124 04 46.     (W)     SCALED    
 LV0064* NAVD 88     -        18.701  (meters)      61.35   (feet)  ADJUSTED  
 LV0064  ___________________________________________________________________
 LV0064  GEOID HEIGHT-         -28.71  (meters)                     GEOID09
 LV0064  DYNAMIC HT  -          18.694 (meters)      61.33  (feet)  COMP
 LV0064  MODELED GRAV-     980,253.1   (mgal)                       NAVD 88
 LV0064
 LV0064  VERT ORDER  -  FIRST     CLASS II
 LV0064
 LV0064.The horizontal coordinates were scaled from a topographic map and have
 LV0064.an estimated accuracy of +/- 6 seconds.
 LV0064.
 LV0064.The orthometric height was determined by differential leveling and
 LV0064.adjusted in June 1991.
 LV0064
 LV0064.The geoid height was determined by GEOID09.
 LV0064
 LV0064.The dynamic height is computed by dividing the NAVD 88
 LV0064.geopotential number by the normal gravity value computed on the
 LV0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0064.degrees latitude (g = 980.6199 gals.).
 LV0064
 LV0064.The modeled gravity was interpolated from observed gravity values.
 LV0064
 LV0064;                    North         East    Units  Estimated Accuracy
 LV0064;SPC CA 1     -   751,680.    1,826,610.      MT  (+/- 180 meters Scaled)
 LV0064
 LV0064                          SUPERSEDED SURVEY CONTROL
 LV0064
 LV0064  NGVD 29 (??/??/??)   17.675  (m)           57.99   (f) ADJUSTED    1 2
 LV0064
 LV0064.Superseded values are not recommended for survey control.
 LV0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0064.See file dsdata.txt to determine how the superseded data were derived.
 LV0064
 LV0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM100038(NAD 83)
 LV0064
 LV0064_MARKER: DB = BENCH MARK DISK
 LV0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LV0064_SP_SET: CULVERT
 LV0064_STAMPING: X 73 1930 57.260
 LV0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0064
 LV0064  HISTORY     - Date     Condition        Report By
 LV0064  HISTORY     - 1930     MONUMENTED       CGS
 LV0064  HISTORY     - 1967     GOOD             CGS
 LV0064  HISTORY     - 1974     GOOD             NGS
 LV0064  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0064
 LV0064                          STATION DESCRIPTION
 LV0064
 LV0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0064'16.2 MI S FROM CRESCENT CITY.
 LV0064'16.15 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION OF
 LV0064'FRONT STREET AT CRESCENT CITY, 0.4 MILE SOUTHEAST OF THE ENTRANCE
 LV0064'TO THE TREES OF MYSTERY, IN THE TOP OF THE EAST WING WALL OF
 LV0064'CULVERT 10.50, 2.9 FEET WEST OF THE EAST END OF THE WING WALL, 27
 LV0064'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 230 FEET
 LV0064'NORTHWEST OF THE CENTER LINE OF A DRIVEWAY NORTHEAST, AND ABOUT
 LV0064'2 FEET LOWER THAN THE HIGHWAY.
 LV0064
 LV0064                          STATION RECOVERY (1974)
 LV0064
 LV0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 LV0064'RECOVERED IN GOOD CONDITION.
 LV0064
 LV0064                          STATION RECOVERY (1988)
 LV0064
 LV0064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0064'THERE IS A NEW CULVERT AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0146 ***********************************************************************
 LV0146  DESIGNATION -  X 74
 LV0146  PID         -  LV0146
 LV0146  STATE/COUNTY-  CA/HUMBOLDT
 LV0146  USGS QUAD   -  CRANNELL (1975)
 LV0146
 LV0146                         *CURRENT SURVEY CONTROL
 LV0146  ___________________________________________________________________
 LV0146* NAD 83(1986)-  41 01 15.     (N)    124 06 25.     (W)     SCALED    
 LV0146* NAVD 88     -         4.008  (meters)      13.15   (feet)  ADJUSTED  
 LV0146  ___________________________________________________________________
 LV0146  GEOID HEIGHT-         -29.96  (meters)                     GEOID09
 LV0146  DYNAMIC HT  -           4.006 (meters)      13.14  (feet)  COMP
 LV0146  MODELED GRAV-     980,222.1   (mgal)                       NAVD 88
 LV0146
 LV0146  VERT ORDER  -  FIRST     CLASS II
 LV0146
 LV0146.The horizontal coordinates were scaled from a topographic map and have
 LV0146.an estimated accuracy of +/- 6 seconds.
 LV0146.
 LV0146.The orthometric height was determined by differential leveling and
 LV0146.adjusted in June 1991.
 LV0146
 LV0146.The geoid height was determined by GEOID09.
 LV0146
 LV0146.The dynamic height is computed by dividing the NAVD 88
 LV0146.geopotential number by the normal gravity value computed on the
 LV0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0146.degrees latitude (g = 980.6199 gals.).
 LV0146
 LV0146.The modeled gravity was interpolated from observed gravity values.
 LV0146
 LV0146;                    North         East    Units  Estimated Accuracy
 LV0146;SPC CA 1     -   689,510.    1,822,820.      MT  (+/- 180 meters Scaled)
 LV0146
 LV0146                          SUPERSEDED SURVEY CONTROL
 LV0146
 LV0146  NGVD 29 (??/??/??)    3.041  (m)            9.98   (f) ADJUSTED    1 2
 LV0146
 LV0146.Superseded values are not recommended for survey control.
 LV0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0146.See file dsdata.txt to determine how the superseded data were derived.
 LV0146
 LV0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL069416(NAD 83)
 LV0146
 LV0146_MARKER: DB = BENCH MARK DISK
 LV0146_SETTING: 66 = SET IN ROCK OUTCROP
 LV0146_SP_SET: ROCK OUTCROP
 LV0146_STAMPING: X-74 1931
 LV0146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0146+STABILITY: POSITION/ELEVATION WELL
 LV0146
 LV0146  HISTORY     - Date     Condition        Report By
 LV0146  HISTORY     - 1931     MONUMENTED       CGS
 LV0146
 LV0146                          STATION DESCRIPTION
 LV0146
 LV0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1931
 LV0146'3.7 MI S FROM TRINIDAD.
 LV0146'0.7 MILES SOUTH OF LITTLE RIVER STORE ABOUT 450 FEET SOUTH OF
 LV0146'LIBERTY AUTO PARK 108 FEET NORTH OF NORTH END OF CONCRETE BRIDGE
 LV0146'OVER LITTLE RIVER, 33 FEET EAST OF CENTERLINE OF REDWOOD HIGHWAY,
 LV0146'ON TOP OF ROCK OUTCROP WEST END OF ROCKY RIDGE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0556 ***********************************************************************
 NZ0556  DESIGNATION -  Y 56
 NZ0556  PID         -  NZ0556
 NZ0556  STATE/COUNTY-  OR/JOSEPHINE
 NZ0556  USGS QUAD   -  SELMA (1996)
 NZ0556
 NZ0556                         *CURRENT SURVEY CONTROL
 NZ0556  ___________________________________________________________________
 NZ0556* NAD 83(1986)-  42 18 31.     (N)    123 36 33.     (W)     SCALED    
 NZ0556* NAVD 88     -       440.052  (meters)    1443.74   (feet)  ADJUSTED  
 NZ0556  ___________________________________________________________________
 NZ0556  GEOID HEIGHT-         -24.82  (meters)                     GEOID09
 NZ0556  DYNAMIC HT  -         439.874 (meters)    1443.15  (feet)  COMP
 NZ0556  MODELED GRAV-     980,204.3   (mgal)                       NAVD 88
 NZ0556
 NZ0556  VERT ORDER  -  FIRST     CLASS II
 NZ0556
 NZ0556.The horizontal coordinates were scaled from a topographic map and have
 NZ0556.an estimated accuracy of +/- 6 seconds.
 NZ0556.
 NZ0556.The orthometric height was determined by differential leveling and
 NZ0556.adjusted in June 1991.
 NZ0556
 NZ0556.The geoid height was determined by GEOID09.
 NZ0556
 NZ0556.The dynamic height is computed by dividing the NAVD 88
 NZ0556.geopotential number by the normal gravity value computed on the
 NZ0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0556.degrees latitude (g = 980.6199 gals.).
 NZ0556
 NZ0556.The modeled gravity was interpolated from observed gravity values.
 NZ0556
 NZ0556;                    North         East    Units  Estimated Accuracy
 NZ0556;SPC OR S     -    76,070.    1,243,710.      MT  (+/- 180 meters Scaled)
 NZ0556
 NZ0556                          SUPERSEDED SURVEY CONTROL
 NZ0556
 NZ0556  NGVD 29 (??/??/92)  439.060  (m)         1440.48   (f) ADJ UNCH    1 2
 NZ0556
 NZ0556.Superseded values are not recommended for survey control.
 NZ0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0556.See file dsdata.txt to determine how the superseded data were derived.
 NZ0556
 NZ0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM497842(NAD 83)
 NZ0556
 NZ0556_MARKER: DD = SURVEY DISK
 NZ0556_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0556_SP_SET: BRIDGE
 NZ0556_STAMPING: 1459.138 Y 56 1930
 NZ0556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0556
 NZ0556  HISTORY     - Date     Condition        Report By
 NZ0556  HISTORY     - 1930     MONUMENTED       ORDT
 NZ0556  HISTORY     - 1934     GOOD             CGS
 NZ0556  HISTORY     - 1961     GOOD             CGS
 NZ0556
 NZ0556                          STATION DESCRIPTION
 NZ0556
 NZ0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 NZ0556'2.1 MI NE FROM SELMA.
 NZ0556'2.1 MILES NORTH-EAST ALONG THE REDWOOD HIGHWAY FROM SELMA, JOSEPHINE
 NZ0556'COUNTY, 0.2 MILE SOUTH OF THE OLD ANDERSON STAGE STATION, IN THE TOP
 NZ0556'OF THE NORTHWEST WINGWALL OF THE ANDERSON BRIDGE OVER CLEAR CREEK. AN
 NZ0556'OREGON STATE HIGHWAY DEPARTMENT STANDARD DISK STAMPED 1459.138 Y 56
 NZ0556'1930.
 NZ0556
 NZ0556                          STATION RECOVERY (1961)
 NZ0556
 NZ0556'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 NZ0556'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 MX0841 ***********************************************************************
 MX0841  DESIGNATION -  Y 72
 MX0841  PID         -  MX0841
 MX0841  STATE/COUNTY-  CA/DEL NORTE
 MX0841  USGS QUAD   -  HURDYGURDY BUTTE (1982)
 MX0841
 MX0841                         *CURRENT SURVEY CONTROL
 MX0841  ___________________________________________________________________
 MX0841* NAD 83(1986)-  41 51 42.     (N)    123 52 23.     (W)     SCALED    
 MX0841* NAVD 88     -       211.992  (meters)     695.51   (feet)  POSTED    
 MX0841  ___________________________________________________________________
 MX0841  GEOID HEIGHT-         -26.52  (meters)                     GEOID09
 MX0841  DYNAMIC HT  -         211.90  (meters)     695.2   (feet)  COMP
 MX0841  MODELED GRAV-     980,193.8   (mgal)                       NAVD 88
 MX0841
 MX0841  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MX0841
 MX0841.The horizontal coordinates were scaled from a topographic map and have
 MX0841.an estimated accuracy of +/- 6 seconds.
 MX0841.
 MX0841.The orthometric height was determined by differential leveling
 MX0841.and adjusted by the  in 1992.
 MX0841
 MX0841.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MX0841.rate of 1.1 thru 2.0 mm/km.
 MX0841
 MX0841.The geoid height was determined by GEOID09.
 MX0841
 MX0841.The dynamic height is computed by dividing the NAVD 88
 MX0841.geopotential number by the normal gravity value computed on the
 MX0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0841.degrees latitude (g = 980.6199 gals.).
 MX0841
 MX0841.The modeled gravity was interpolated from observed gravity values.
 MX0841
 MX0841;                    North         East    Units  Estimated Accuracy
 MX0841;SPC CA 1     -   782,420.    1,844,480.      MT  (+/- 180 meters Scaled)
 MX0841
 MX0841                          SUPERSEDED SURVEY CONTROL
 MX0841
 MX0841  NGVD 29 (??/??/??)  210.972  (m)          692.16   (f) ADJUSTED    1 2
 MX0841
 MX0841.Superseded values are not recommended for survey control.
 MX0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0841.See file dsdata.txt to determine how the superseded data were derived.
 MX0841
 MX0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM275347(NAD 83)
 MX0841
 MX0841_MARKER: DB = BENCH MARK DISK
 MX0841_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MX0841_SP_SET: BRIDGE
 MX0841_STAMPING: 691.354 Y 72 1930
 MX0841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MX0841
 MX0841  HISTORY     - Date     Condition        Report By
 MX0841  HISTORY     - 1930     MONUMENTED       CGS
 MX0841  HISTORY     - 1935     GOOD             CGS
 MX0841  HISTORY     - 1980     MARK NOT FOUND   USGS
 MX0841
 MX0841                          STATION DESCRIPTION
 MX0841
 MX0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MX0841'5 MI N FROM GASQUET.
 MX0841'ABOUT 5 MILES NORTH ALONG U.S. HIGHWAY 199 FROM GASQUET, DEL
 MX0841'NORTE COUNTY, 2.1 MILES SOUTH OF PATRICKS CREEK TAVERN IN 1930,
 MX0841'AT CONCRETE BRIDGE NO. 113 OVER SMITH RIVER, AT THE SOUTHWEST
 MX0841'CORNER OF THE BRIDGE, AND IN THE TOP OF THE CURB.  A STANDARD
 MX0841'DISK, STAMPED 691.354 Y 72 1930.
 MX0841
 MX0841                          STATION RECOVERY (1980)
 MX0841
 MX0841'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 MX0841'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0061 ***********************************************************************
 LV0061  DESIGNATION -  Y 73
 LV0061  PID         -  LV0061
 LV0061  STATE/COUNTY-  CA/DEL NORTE
 LV0061  USGS QUAD   -  REQUA (1966)
 LV0061
 LV0061                         *CURRENT SURVEY CONTROL
 LV0061  ___________________________________________________________________
 LV0061* NAD 83(1986)-  41 33 02.     (N)    124 03 11.     (W)     SCALED    
 LV0061* NAVD 88     -         9.514  (meters)      31.21   (feet)  ADJUSTED  
 LV0061  ___________________________________________________________________
 LV0061  GEOID HEIGHT-         -28.69  (meters)                     GEOID09
 LV0061  DYNAMIC HT  -           9.510 (meters)      31.20  (feet)  COMP
 LV0061  MODELED GRAV-     980,251.7   (mgal)                       NAVD 88
 LV0061
 LV0061  VERT ORDER  -  FIRST     CLASS II
 LV0061
 LV0061.The horizontal coordinates were scaled from a topographic map and have
 LV0061.an estimated accuracy of +/- 6 seconds.
 LV0061.
 LV0061.The orthometric height was determined by differential leveling and
 LV0061.adjusted in June 1991.
 LV0061
 LV0061.The geoid height was determined by GEOID09.
 LV0061
 LV0061.The dynamic height is computed by dividing the NAVD 88
 LV0061.geopotential number by the normal gravity value computed on the
 LV0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0061.degrees latitude (g = 980.6199 gals.).
 LV0061
 LV0061.The modeled gravity was interpolated from observed gravity values.
 LV0061
 LV0061;                    North         East    Units  Estimated Accuracy
 LV0061;SPC CA 1     -   748,210.    1,828,730.      MT  (+/- 180 meters Scaled)
 LV0061
 LV0061                          SUPERSEDED SURVEY CONTROL
 LV0061
 LV0061  NGVD 29 (??/??/??)    8.488  (m)           27.85   (f) ADJUSTED    1 2
 LV0061
 LV0061.Superseded values are not recommended for survey control.
 LV0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0061.See file dsdata.txt to determine how the superseded data were derived.
 LV0061
 LV0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM121004(NAD 83)
 LV0061
 LV0061_MARKER: DB = BENCH MARK DISK
 LV0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 LV0061_STAMPING: Y 73 1930 27.126
 LV0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0061+STABILITY: SURFACE MOTION
 LV0061
 LV0061  HISTORY     - Date     Condition        Report By
 LV0061  HISTORY     - 1930     MONUMENTED       CGS
 LV0061  HISTORY     - 1967     GOOD             CGS
 LV0061  HISTORY     - 1988     MARK NOT FOUND   NGS
 LV0061
 LV0061                          STATION DESCRIPTION
 LV0061
 LV0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0061'18.8 MI S FROM CRESCENT CITY.
 LV0061'18.75 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE INTERSECTION
 LV0061'OF FRONT STREET AT CRESCENT CITY, 0.2 MILE SOUTHEAST OF THE JUNCTION
 LV0061'OF A ROAD WEST TO REQUA, 168 FEET EAST OF THE EAST CORNER OF RIVER
 LV0061'RUNT SERVICE STATION, UNDER A LONE BIRD OF PARADISE TREE, 180 FEET
 LV0061'NORTHWEST OF CULVERT 7.81, 30 FEET NORTHEAST OF THE CENTER LINE OF
 LV0061'THE HIGHWAY, 1.0 FOOT SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2
 LV0061'FEET LOWER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE
 LV0061'POST PROJECTING 0.1 FOOT ABOVE THE GROUND.
 LV0061
 LV0061                          STATION RECOVERY (1988)
 LV0061
 LV0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0061'THERE HAS BEEN ROAD CONSTRUCTION AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 NZ0557 ***********************************************************************
 NZ0557  DESIGNATION -  Z 56
 NZ0557  PID         -  NZ0557
 NZ0557  STATE/COUNTY-  OR/JOSEPHINE
 NZ0557  USGS QUAD   -  SELMA (1996)
 NZ0557
 NZ0557                         *CURRENT SURVEY CONTROL
 NZ0557  ___________________________________________________________________
 NZ0557* NAD 83(1986)-  42 17 30.     (N)    123 36 44.     (W)     SCALED    
 NZ0557* NAVD 88     -       423.671  (meters)    1389.99   (feet)  ADJUSTED  
 NZ0557  ___________________________________________________________________
 NZ0557  GEOID HEIGHT-         -24.88  (meters)                     GEOID09
 NZ0557  DYNAMIC HT  -         423.505 (meters)    1389.45  (feet)  COMP
 NZ0557  MODELED GRAV-     980,218.1   (mgal)                       NAVD 88
 NZ0557
 NZ0557  VERT ORDER  -  FIRST     CLASS II
 NZ0557
 NZ0557.The horizontal coordinates were scaled from a topographic map and have
 NZ0557.an estimated accuracy of +/- 6 seconds.
 NZ0557.
 NZ0557.The orthometric height was determined by differential leveling and
 NZ0557.adjusted in June 1991.
 NZ0557
 NZ0557.The geoid height was determined by GEOID09.
 NZ0557
 NZ0557.The dynamic height is computed by dividing the NAVD 88
 NZ0557.geopotential number by the normal gravity value computed on the
 NZ0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 NZ0557.degrees latitude (g = 980.6199 gals.).
 NZ0557
 NZ0557.The modeled gravity was interpolated from observed gravity values.
 NZ0557
 NZ0557;                    North         East    Units  Estimated Accuracy
 NZ0557;SPC OR S     -    74,200.    1,243,390.      MT  (+/- 180 meters Scaled)
 NZ0557
 NZ0557                          SUPERSEDED SURVEY CONTROL
 NZ0557
 NZ0557  NGVD 29 (??/??/92)  422.687  (m)         1386.77   (f) ADJ UNCH    1 2
 NZ0557
 NZ0557.Superseded values are not recommended for survey control.
 NZ0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 NZ0557.See file dsdata.txt to determine how the superseded data were derived.
 NZ0557
 NZ0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM495823(NAD 83)
 NZ0557
 NZ0557_MARKER: DD = SURVEY DISK
 NZ0557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 NZ0557_SP_SET: BRIDGE
 NZ0557_STAMPING: 1386.018 Z 56 1930
 NZ0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 NZ0557
 NZ0557  HISTORY     - Date     Condition        Report By
 NZ0557  HISTORY     - 1930     MONUMENTED       ORDT
 NZ0557  HISTORY     - 1961     GOOD             CGS
 NZ0557
 NZ0557                          STATION DESCRIPTION
 NZ0557
 NZ0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 NZ0557'1 MI N FROM SELMA.
 NZ0557'REACHED FROM THE POST OFFICE AT SELMA GO NORTHEAST ON U.S. HIGHWAY 199
 NZ0557'FOR 1.0 MILE TO A CONCRETE BRIDGE OVER CLEAR CREEK, LOCATED AT THE
 NZ0557'NORTHWEST CORNER OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 MX0843 ***********************************************************************
 MX0843  DESIGNATION -  Z 72
 MX0843  PID         -  MX0843
 MX0843  STATE/COUNTY-  CA/DEL NORTE
 MX0843  USGS QUAD   -  GASQUET (1981)
 MX0843
 MX0843                         *CURRENT SURVEY CONTROL
 MX0843  ___________________________________________________________________
 MX0843* NAD 83(1986)-  41 51 24.     (N)    123 53 08.     (W)     SCALED    
 MX0843* NAVD 88     -       196.717  (meters)     645.40   (feet)  POSTED    
 MX0843  ___________________________________________________________________
 MX0843  GEOID HEIGHT-         -26.60  (meters)                     GEOID09
 MX0843  DYNAMIC HT  -         196.64  (meters)     645.1   (feet)  COMP
 MX0843  MODELED GRAV-     980,216.9   (mgal)                       NAVD 88
 MX0843
 MX0843  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 MX0843
 MX0843.The horizontal coordinates were scaled from a topographic map and have
 MX0843.an estimated accuracy of +/- 6 seconds.
 MX0843.
 MX0843.The orthometric height was determined by differential leveling
 MX0843.and adjusted by the  in 1992.
 MX0843
 MX0843.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 MX0843.rate of 1.1 thru 2.0 mm/km.
 MX0843
 MX0843.The geoid height was determined by GEOID09.
 MX0843
 MX0843.The dynamic height is computed by dividing the NAVD 88
 MX0843.geopotential number by the normal gravity value computed on the
 MX0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 MX0843.degrees latitude (g = 980.6199 gals.).
 MX0843
 MX0843.The modeled gravity was interpolated from observed gravity values.
 MX0843
 MX0843;                    North         East    Units  Estimated Accuracy
 MX0843;SPC CA 1     -   781,890.    1,843,430.      MT  (+/- 180 meters Scaled)
 MX0843
 MX0843                          SUPERSEDED SURVEY CONTROL
 MX0843
 MX0843  NGVD 29 (??/??/??)  195.699  (m)          642.06   (f) ADJUSTED    1 2
 MX0843
 MX0843.Superseded values are not recommended for survey control.
 MX0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 MX0843.See file dsdata.txt to determine how the superseded data were derived.
 MX0843
 MX0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDM264342(NAD 83)
 MX0843
 MX0843_MARKER: DB = BENCH MARK DISK
 MX0843_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 MX0843_SP_SET: BRIDGE
 MX0843_STAMPING: 641.245 Z 72 1930
 MX0843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 MX0843
 MX0843  HISTORY     - Date     Condition        Report By
 MX0843  HISTORY     - 1930     MONUMENTED       CGS
 MX0843  HISTORY     - 1935     GOOD             CGS
 MX0843
 MX0843                          STATION DESCRIPTION
 MX0843
 MX0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 MX0843'4 MI N FROM GASQUET.
 MX0843'ABOUT 4 MILES NORTH ALONG U.S. HIGHWAY 199 FROM GASQUET, DEL
 MX0843'NORTE COUNTY, 3.1 MILES SOUTH OF PATRICKS CREEK TAVERN IN 1930,
 MX0843'AT CONCRETE BRIDGE NO. 112 OVER SMITH RIVER, AT THE SOUTHWEST
 MX0843'CORNER OF THE BRIDGE, AND IN THE TOP OF THE CURB.  A STANDARD
 MX0843'DISK, STAMPED 641.245 Z 72 1930.

 *** retrieval complete.
 Elapsed Time = 00:00:12

 -----------------------------------------------------------------------------
 -   This listing contains control for which complete digital                -
 -   data sheets where not provided.  The complete data sheets were          -
 -   not provided for the reason listed below.  The reason below is          -
 -   associated with a horizontal control Nonpub code shown under            -
 -   the heading 'H' and/or a vertical control Nonpub code shown under       -
 -   the heading 'v'                                                         -
 -                                                                           -
 -   The format of the records are as follows:                               -
 -       Pid  = Station Permanent Identifier)                                -
 -       Name = Station Designation                                          -
 -       Lat  = Approx. Latitude (Degrees, Minutes, truncated Seconds)       -
 -       Lon  = Approx. Longitude (Degrees, Minutes, truncated Seconds)      -
 -       O    = Horizontal Order                                             -
 -       o    = Vertical Order                                               -
 -       H    = Horizontal Nonpub Code                                       -
 -       v    = Vertical Nonpub Code                                         -
 -                                                                           -
 -       H Nonpub HORIZONTAL CONTROL NONPUB REASON                           -
 -       -------- --------------------------------                           -
 -       A        CORS site is not active                                    -
 -       B        Station is a RBN antenna                                   -
 -       C        Not a publishable datum within the state                   -
 -       D        No descriptive text available                              -
 -       L        CORS L1 Phase Center is not publishable                    -
 -       N        No geodetic control                                        -
 -       O        Outside NGS publication area                               -
 -       P        Purpose of position is not for network control             -
 -       R        Restricted position                                        -
 -       T        Station is a temporary point/bench mark                    -
 -       V        Station is a VOR antenna                                   -
 -       W        Weakly determined position                                 -
 -       X        Surface mark reported destroyed                            -
 -       Y        Surface and underground mark reported destroyed            -
                                                                             -
 -       v Nonpub VERTICAL CONTROL NONPUB REASON                             -
 -       -------- ------------------------------                             -
 -       A        CORS site is not active                                    -
 -       D        No descriptive text available                              -
 -       F        Bench mark not yet adjusted                                -
 -       N        No geodetic control                                        -
 -       L        CORS L1 Phase Center is not publishable                    -
 -       O        Outside NGS publication area                               -
 -       R        Restricted elevation                                       -
 -       S        Mark is in a subsidence area                               -
 -       T        Station is a temporary point/bench mark                    -
 -       X        Surface mark reported destroyed                            -
 -       Y        Surface and underground mark reported destroyed            -
 -       Z        Presumed destroyed                                         -
 -                                                                           -
 -                                                                           -
 -   NOTE - Stations found in this listing may still have a valid            -
 -          datasheet produced by use of other publishable values.           -
 -          For example, an ADJUSTED height may be non-publishable           -
 -          but a good GPS height might be found on the datasheet.           -
 -          This listing does not imply that values found on the datasheet   -
 -          are restricted.  If it's on the datasheet, use it.               -
 -                                                                           -
 -----------------------------------------------------------------------------
  Pid    Name                           Lat        Lon        Elev      O o Hv
  ------ ----------------------------- ---------- ----------- --------- - - --
 >NZ0581 1465                          42 04 06. /123 43 20.     448.     1 XX
 >LV0071 286.71 CAHD                   41 36 50. /124 06 20.      88.     1 XX
 >LV0486 30 USGS                       41 45 11. /124 11 56.      10.     1 DD
 >LV0280 31=TIDAL 4                    40 48 12. /124 09 55.       9.     1 XX
 >LV0282 44=TIDAL 10                   40 48 11. /124 09 41.      13.     1 XX
 >NZ0560 B 57                          42 14 45. /123 37 39.     422.     1 XX
 >LV0205 B 74                          41 28 45. /124 02 55.     172.     3 XX
 >NZ0527 B 8                           42 26 33. /123 19 33.     290.     1 XX
 >NZ0561 C 57                          42 13 31. /123 38 34.     378.     1 XX
 >LV0479 C 75                          40 53 36. /124 04 52.      11.     1 DD
 >NZ0811 C 8                           42 26 28. /123 19 45.    292.860   1 DZ
 >LV0478 D 75                          40 53 21. /124 04 47.      17.     1 DD
 >NZ0564 E 57                          42 11 37. /123 38 47.     387.     1 XX
 >NZ0565 F 57                          42 10 49. /123 38 27.     398.     1 XX
 >LV0300 F 75                          40 52 04. /124 05 08.      10.     1 XX
 >NZ0566 G 57                          42 09 29. /123 38 44.     396.     1 XX
 >LV0297 G 75                          40 50 36. /124 04 54.       3.     1 XX
 >NZ0487 H 56                          42 25 19. /123 20 54.     280.     1 XX
 >NZ0567 H 57                          42 08 20. /123 39 31.     400.     1 XX
 >NZ0820 J 56                          42 25 20. /123 21 40.    283.051   1 DZ
 >NZ0489 K 56                          42 25 20. /123 23 17.     284.     1 XX
 >NZ0578 L 57                          42 05 39. /123 40 56.     424.     1 XX
 >LV0490 L 73                          41 45 08. /124 11 08.       4.     1 DD
 >LV0499 M 74                          41 13 56. /124 05 01.       7.     1 DD
 >NZ0544 N 56                          42 22 57. /123 28 55.     290.     1 XX
 >LV0003 N 73=TIDAL MARK               41 45 04. /124 11 49.       6.     1 XX
 >LV0498 N 74                          41 12 45. /124 06 35.      66.     1 DD
 >NZ0545 P 56                          42 22 38. /123 29 48.     300.     1 XX
 >MX0905 P 72                          41 58 18. /123 44 58.     744.     3 DD
 >LV0497 P 74                          41 11 10. /124 06 29.