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
 LU1284 ***********************************************************************
 LU1284  DESIGNATION -  A 1085
 LU1284  PID         -  LU1284
 LU1284  STATE/COUNTY-  CA/HUMBOLDT
 LU1284  USGS QUAD   -  MIRANDA (1970)
 LU1284
 LU1284                         *CURRENT SURVEY CONTROL
 LU1284  ___________________________________________________________________
 LU1284* NAD 83(1986)-  40 14 13.     (N)    123 49 26.     (W)     SCALED    
 LU1284* NAVD 88     -       101.765  (meters)     333.87   (feet)  ADJUSTED  
 LU1284  ___________________________________________________________________
 LU1284  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU1284  DYNAMIC HT  -         101.710 (meters)     333.69  (feet)  COMP
 LU1284  MODELED GRAV-     980,088.9   (mgal)                       NAVD 88
 LU1284
 LU1284  VERT ORDER  -  FIRST     CLASS II
 LU1284
 LU1284.The horizontal coordinates were scaled from a topographic map and have
 LU1284.an estimated accuracy of +/- 6 seconds.
 LU1284.
 LU1284.The orthometric height was determined by differential leveling and
 LU1284.adjusted in December 1992.
 LU1284
 LU1284.The geoid height was determined by GEOID09.
 LU1284
 LU1284.The dynamic height is computed by dividing the NAVD 88
 LU1284.geopotential number by the normal gravity value computed on the
 LU1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1284.degrees latitude (g = 980.6199 gals.).
 LU1284
 LU1284.The modeled gravity was interpolated from observed gravity values.
 LU1284
 LU1284;                    North         East    Units  Estimated Accuracy
 LU1284;SPC CA 1     -   601,950.    1,844,810.      MT  (+/- 180 meters Scaled)
 LU1284
 LU1284                          SUPERSEDED SURVEY CONTROL
 LU1284
 LU1284  NAVD 88 (06/15/91)  101.765  (m)          333.87   (f) UNKNOWN     1 2
 LU1284  NGVD 29 (12/02/92)  100.832  (m)          330.81   (f) ADJUSTED    1 2
 LU1284
 LU1284.Superseded values are not recommended for survey control.
 LU1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1284.See file dsdata.txt to determine how the superseded data were derived.
 LU1284
 LU1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK299543(NAD 83)
 LU1284
 LU1284_MARKER: DB = BENCH MARK DISK
 LU1284_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LU1284+WITH SETTING: PAVEMENT
 LU1284_SP_SET: STEP
 LU1284_STAMPING: A 1085 1967
 LU1284_MARK LOGO: CGS   
 LU1284_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1284+STABILITY: SURFACE MOTION
 LU1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1284+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1284
 LU1284  HISTORY     - Date     Condition        Report By
 LU1284  HISTORY     - 1967     MONUMENTED       CGS
 LU1284  HISTORY     - 19880328 GOOD             NGS
 LU1284  HISTORY     - 19920729 GOOD             NGS
 LU1284
 LU1284                          STATION DESCRIPTION
 LU1284
 LU1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1284'AT MIRANDA.
 LU1284'AT MIRANDA, AT SOUTH FORK UNION HIGH SCHOOL, IN THE TOP OF THE NORTH
 LU1284'END OF THE BOTTOM STEP OF THE CAFETERIA BUILDING, 140 FEET EAST
 LU1284'OF THE CENTER LINE OF AVENUE OF THE GIANTS, AND ABOUT 4 FEET
 LU1284'HIGHER THAN THE AVENUE.
 LU1284
 LU1284                          STATION RECOVERY (1988)
 LU1284
 LU1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1284'RECOVERED IN GOOD CONDITION.
 LU1284
 LU1284                          STATION RECOVERY (1992)
 LU1284
 LU1284'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1284'IN MIRANDA, AT SOUTH FORK UNION HIGH SCHOOL, IN THE NORTH END OF THE
 LU1284'BOTTOM STEP OF THE ENTRANCE TO A CAFETERIA, 42.7 M (140.1 FT) EAST OF
 LU1284'THE CENTERLINE OF THE AVENUE OF THE GIANTS, 2.5 M (8.2 FT) WEST OF
 LU1284'THE EAST FACE OF THE BUILDING, AND 1.1 M (3.6 FT) ABOVE THE LEVEL OF
 LU1284'THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1486 ***********************************************************************
 LU1486  DESIGNATION -  A 1086
 LU1486  PID         -  LU1486
 LU1486  STATE/COUNTY-  CA/HUMBOLDT
 LU1486  USGS QUAD   -  REDCREST (1969)
 LU1486
 LU1486                         *CURRENT SURVEY CONTROL
 LU1486  ___________________________________________________________________
 LU1486* NAD 83(1986)-  40 24 27.     (N)    123 57 30.     (W)     SCALED    
 LU1486* NAVD 88     -        96.708  (meters)     317.28   (feet)  ADJUSTED  
 LU1486  ___________________________________________________________________
 LU1486  GEOID HEIGHT-         -30.54  (meters)                     GEOID09
 LU1486  DYNAMIC HT  -          96.660 (meters)     317.13  (feet)  COMP
 LU1486  MODELED GRAV-     980,124.6   (mgal)                       NAVD 88
 LU1486
 LU1486  VERT ORDER  -  FIRST     CLASS II
 LU1486
 LU1486.The horizontal coordinates were scaled from a topographic map and have
 LU1486.an estimated accuracy of +/- 6 seconds.
 LU1486.
 LU1486.The orthometric height was determined by differential leveling and
 LU1486.adjusted in December 1992.
 LU1486
 LU1486.The geoid height was determined by GEOID09.
 LU1486
 LU1486.The dynamic height is computed by dividing the NAVD 88
 LU1486.geopotential number by the normal gravity value computed on the
 LU1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1486.degrees latitude (g = 980.6199 gals.).
 LU1486
 LU1486.The modeled gravity was interpolated from observed gravity values.
 LU1486
 LU1486;                    North         East    Units  Estimated Accuracy
 LU1486;SPC CA 1     -   621,130.    1,833,800.      MT  (+/- 180 meters Scaled)
 LU1486
 LU1486                          SUPERSEDED SURVEY CONTROL
 LU1486
 LU1486  NAVD 88 (06/15/91)   96.720  (m)          317.32   (f) UNKNOWN     1 2
 LU1486  NGVD 29 (12/02/92)   95.748  (m)          314.13   (f) ADJUSTED    1 2
 LU1486
 LU1486.Superseded values are not recommended for survey control.
 LU1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1486.See file dsdata.txt to determine how the superseded data were derived.
 LU1486
 LU1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK186734(NAD 83)
 LU1486
 LU1486_MARKER: DB = BENCH MARK DISK
 LU1486_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1486_SP_SET: RETAINING WALL
 LU1486_STAMPING: A 1086 1967
 LU1486_MARK LOGO: CGS   
 LU1486_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1486+STABILITY: SURFACE MOTION
 LU1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1486+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LU1486
 LU1486  HISTORY     - Date     Condition        Report By
 LU1486  HISTORY     - 1967     MONUMENTED       CGS
 LU1486  HISTORY     - 1969     GOOD             USGS
 LU1486  HISTORY     - 19880228 GOOD             NGS
 LU1486  HISTORY     - 19920728 GOOD             NGS
 LU1486
 LU1486                          STATION DESCRIPTION
 LU1486
 LU1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1486'12.6 MI N FROM MYERS FLAT.
 LU1486'12.55 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1486'OVERPASS AT MYERS FLAT, NEAR THE NORTH END OF A LONG CUT BANK,
 LU1486'IN THE TOP AND 0.2 FOOT SOUTH OF THE NORTH END OF A CONCRETE RETAINING
 LU1486'WALL FOR A CATCH BASIN, R40.58, 40 FEET WEST OF THE CENTER LINE
 LU1486'OF THE HIGHWAY, AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
 LU1486
 LU1486                          STATION RECOVERY (1969)
 LU1486
 LU1486'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LU1486'RECOVERED IN GOOD CONDITION.
 LU1486
 LU1486                          STATION RECOVERY (1988)
 LU1486
 LU1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1486'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  33.5 KM (20.80
 LU1486'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LU1486'FORTUNA.
 LU1486
 LU1486                          STATION RECOVERY (1992)
 LU1486
 LU1486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1486'33.5 KM (20.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LU1486'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LU1486'IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF A CONCRETE
 LU1486'RETAINING WALL OF A CATCH BASIN AT MILEPOST 40.58, 12.2 M (40.0 FT)
 LU1486'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 1.1
 LU1486'M (3.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1876 ***********************************************************************
 LU1876  DESIGNATION -  A 1404 X
 LU1876  PID         -  LU1876
 LU1876  STATE/COUNTY-  CA/HUMBOLDT
 LU1876  USGS QUAD   -  REDCREST (1969)
 LU1876
 LU1876                         *CURRENT SURVEY CONTROL
 LU1876  ___________________________________________________________________
 LU1876* NAD 83(1986)-  40 23 10.     (N)    123 55 53.     (W)     SCALED    
 LU1876* NAVD 88     -       111.452  (meters)     365.66   (feet)  ADJUSTED  
 LU1876  ___________________________________________________________________
 LU1876  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 LU1876  DYNAMIC HT  -         111.396 (meters)     365.47  (feet)  COMP
 LU1876  MODELED GRAV-     980,124.3   (mgal)                       NAVD 88
 LU1876
 LU1876  VERT ORDER  -  FIRST     CLASS II
 LU1876
 LU1876.The horizontal coordinates were scaled from a topographic map and have
 LU1876.an estimated accuracy of +/- 6 seconds.
 LU1876.
 LU1876.The orthometric height was determined by differential leveling and
 LU1876.adjusted in December 1992.
 LU1876
 LU1876.The geoid height was determined by GEOID09.
 LU1876
 LU1876.The dynamic height is computed by dividing the NAVD 88
 LU1876.geopotential number by the normal gravity value computed on the
 LU1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1876.degrees latitude (g = 980.6199 gals.).
 LU1876
 LU1876.The modeled gravity was interpolated from observed gravity values.
 LU1876
 LU1876;                    North         East    Units  Estimated Accuracy
 LU1876;SPC CA 1     -   618,710.    1,836,030.      MT  (+/- 180 meters Scaled)
 LU1876
 LU1876                          SUPERSEDED SURVEY CONTROL
 LU1876
 LU1876  NAVD 88 (06/15/91)  111.465  (m)          365.70   (f) UNKNOWN     1 2
 LU1876  NGVD 29 (12/02/92)  110.495  (m)          362.52   (f) ADJUSTED    1 2
 LU1876
 LU1876.Superseded values are not recommended for survey control.
 LU1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1876.See file dsdata.txt to determine how the superseded data were derived.
 LU1876
 LU1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK209710(NAD 83)
 LU1876
 LU1876_MARKER: I = METAL ROD
 LU1876_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1876_SP_SET: STAINLESS STEEL ROD
 LU1876_STAMPING: A 1404 X 1988
 LU1876_MARK LOGO: NGS   
 LU1876_PROJECTION: FLUSH
 LU1876_MAGNETIC: I = MARKER IS A STEEL ROD
 LU1876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1876+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1994
 LU1876_ROD/PIPE-DEPTH: 3.7  meters
 LU1876
 LU1876  HISTORY     - Date     Condition        Report By
 LU1876  HISTORY     - 1988     MONUMENTED       NGS
 LU1876  HISTORY     - 19920728 GOOD             NGS
 LU1876  HISTORY     - 19940725 GOOD             CADT
 LU1876
 LU1876                          STATION DESCRIPTION
 LU1876
 LU1876'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1876'37.1 KM (23.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LU1876'OVERPASS IN FORTUNA, AT A PAVED TURNOUT, 27.2 M (89.2 FT) NORTH OF
 LU1876'THE CENTER OF A STORM DRAIN, 15.2 M (49.9 FT) WEST OF THE CENTERLINE
 LU1876'OF THE SOUTHBOUND LANES OF THE HIGHWAY, 4.2 M (13.8 FT) WEST OF THE
 LU1876'CURB OF THE TURNOUT, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 LU1876'AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 LU1876'POINT IS THROUGH A 5-INCH LOGO CAP.
 LU1876
 LU1876                          STATION RECOVERY (1992)
 LU1876
 LU1876'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1876'37.1 KM (23.05 MI)  SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LU1876'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LU1876'AT A PAVED TURNOUT, 27.2 M (89.2 FT)  NORTH OF THE CENTER OF A STORM
 LU1876'DRAIN, 15.2 M (49.9 FT)  WEST OF THE CENTERLINE OF THE SOUTHBOUND
 LU1876'LANES OF THE HIGHWAY, 4.2 M (13.8 FT)  WEST OF A CURB OF THE TURNOUT,
 LU1876'0.6 M (2.0 FT)  BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 LU1876'EAST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LU1876'5-INCH LOGO CAP.  THIS MARK WAS CARRIED ON L25053 1988, PAGE 4, AS A
 LU1876'1404 INSTEAD OF A 1404 X.
 LU1876
 LU1876                          STATION RECOVERY (1994)
 LU1876
 LU1876'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 LU1876'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING INFORMATION-- THE
 LU1876'STORM DRAIN IS AN 8 IN.  OVERSIDE DRAIN AT THE SOUTHWEST CORNER OF THE
 LU1876'PAVED TURNOUT.  THE WITNESS POST HAS BEEN CUT DOWN BY A CALIF.  DEPT.
 LU1876'OF TRANSPORTATION GRASS MOWER. ADDITIONAL INFORMATION - THE MARK IS
 LU1876'229 FT (69.8 M) SOUTHEAST FROM THE SOUTHWEST CULVERT MARKER AT HIGHWAY
 LU1876'POSTMILE 38.36, AS MEASURED ALONG THE SOUTHWEST EDGE OF PAVEMENT OF
 LU1876'THE HIGHWAY, 230 FT (70.1 M) NORTHWEST FROM THE SOUTHWEST CULVERT
 LU1876'MARKER AT HIGHWAY POSTMILE 38.29, AS MEASURED ALONG THE SOUTHWEST EDGE
 LU1876'OF PAVEMENT OF THE HIGHWAY, AT HIGHWAY POSTMILE 38.33.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1183 ***********************************************************************
 LV1183  DESIGNATION -  A 1463
 LV1183  PID         -  LV1183
 LV1183  STATE/COUNTY-  CA/HUMBOLDT
 LV1183  USGS QUAD   -  FORTUNA (1972)
 LV1183
 LV1183                         *CURRENT SURVEY CONTROL
 LV1183  ___________________________________________________________________
 LV1183* NAD 83(1986)-  40 37 15.8    (N)    124 12 37.1    (W)     HD_HELD2  
 LV1183* NAVD 88     -        17.940  (meters)      58.86   (feet)  ADJUSTED  
 LV1183  ___________________________________________________________________
 LV1183  GEOID HEIGHT-         -31.12  (meters)                     GEOID09
 LV1183  DYNAMIC HT  -          17.931 (meters)      58.83  (feet)  COMP
 LV1183  MODELED GRAV-     980,168.4   (mgal)                       NAVD 88
 LV1183
 LV1183  VERT ORDER  -  FIRST     CLASS II
 LV1183
 LV1183.The horizontal coordinates were established by autonomous hand held GPS
 LV1183.observations and have an estimated accuracy of +/- 10 meters.
 LV1183.
 LV1183.The orthometric height was determined by differential leveling and
 LV1183.adjusted in December 1992.
 LV1183
 LV1183.Photographs are available for this station.
 LV1183
 LV1183.The geoid height was determined by GEOID09.
 LV1183
 LV1183.The dynamic height is computed by dividing the NAVD 88
 LV1183.geopotential number by the normal gravity value computed on the
 LV1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1183.degrees latitude (g = 980.6199 gals.).
 LV1183
 LV1183.The modeled gravity was interpolated from observed gravity values.
 LV1183
 LV1183;                    North         East    Units  Estimated Accuracy
 LV1183;SPC CA 1     -   645,344.    1,813,013.      MT  (+/- 10 meters HH2 GPS)
 LV1183
 LV1183                          SUPERSEDED SURVEY CONTROL
 LV1183
 LV1183  NGVD 29 (12/02/92)   16.952  (m)           55.62   (f) ADJUSTED    1 2
 LV1183
 LV1183.Superseded values are not recommended for survey control.
 LV1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1183.See file dsdata.txt to determine how the superseded data were derived.
 LV1183
 LV1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK9762997396(NAD 83)
 LV1183
 LV1183_MARKER: DV = VERTICAL CONTROL DISK
 LV1183_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV1183_SP_SET: PIER
 LV1183_STAMPING: A 1463 1992
 LV1183_MARK LOGO: NGS   
 LV1183_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1183_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1183+STABILITY: POSITION/ELEVATION WELL
 LV1183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1183+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1183
 LV1183  HISTORY     - Date     Condition        Report By
 LV1183  HISTORY     - 1992     MONUMENTED       NGS
 LV1183
 LV1183                          STATION DESCRIPTION
 LV1183
 LV1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1183'4.4 KM (2.75 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV1183'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, SET
 LV1183'VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY CONCRETE COLUMN OF
 LV1183'THE FIRST PIER EAST OF THE WEST ABUTMENT OF A HIGHWAY OVERPASS OF
 LV1183'SINGLEY ROAD, 13.3 M (43.6 FT) SOUTH OF THE CENTER OF THE HIGHWAY,
 LV1183'7.1 M (23.3 FT) WEST OF THE ROAD CENTERLINE, AND 1.4 M (4.6 FT) ABOVE
 LV1183'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2314 ***********************************************************************
 LU2314  DESIGNATION -  A 1464
 LU2314  PID         -  LU2314
 LU2314  STATE/COUNTY-  CA/HUMBOLDT
 LU2314  USGS QUAD   -  BRICELAND (1969)
 LU2314
 LU2314                         *CURRENT SURVEY CONTROL
 LU2314  ___________________________________________________________________
 LU2314* NAD 83(1986)-  40 05 20.     (N)    123 56 39.     (W)     SCALED    
 LU2314* NAVD 88     -       382.252  (meters)    1254.11   (feet)  ADJUSTED  
 LU2314  ___________________________________________________________________
 LU2314  GEOID HEIGHT-         -30.58  (meters)                     GEOID09
 LU2314  DYNAMIC HT  -         382.041 (meters)    1253.41  (feet)  COMP
 LU2314  MODELED GRAV-     980,063.1   (mgal)                       NAVD 88
 LU2314
 LU2314  VERT ORDER  -  FIRST     CLASS II
 LU2314
 LU2314.The horizontal coordinates were scaled from a topographic map and have
 LU2314.an estimated accuracy of +/- 6 seconds.
 LU2314.
 LU2314.The orthometric height was determined by differential leveling and
 LU2314.adjusted in December 1992.
 LU2314
 LU2314.The geoid height was determined by GEOID09.
 LU2314
 LU2314.The dynamic height is computed by dividing the NAVD 88
 LU2314.geopotential number by the normal gravity value computed on the
 LU2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2314.degrees latitude (g = 980.6199 gals.).
 LU2314
 LU2314.The modeled gravity was interpolated from observed gravity values.
 LU2314
 LU2314;                    North         East    Units  Estimated Accuracy
 LU2314;SPC CA 1     -   585,740.    1,834,210.      MT  (+/- 180 meters Scaled)
 LU2314
 LU2314                          SUPERSEDED SURVEY CONTROL
 LU2314
 LU2314  NGVD 29 (12/02/92)  381.317  (m)         1251.04   (f) ADJUSTED    1 2
 LU2314
 LU2314.Superseded values are not recommended for survey control.
 LU2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2314.See file dsdata.txt to determine how the superseded data were derived.
 LU2314
 LU2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK195380(NAD 83)
 LU2314
 LU2314_MARKER: I = METAL ROD
 LU2314_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU2314_SP_SET: STAINLESS STEEL ROD
 LU2314_STAMPING: A 1464 1992
 LU2314_MARK LOGO: NGS   
 LU2314_PROJECTION: PROJECTING 2 CENTIMETERS
 LU2314_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2314+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2314_ROD/PIPE-DEPTH: 6.0  meters
 LU2314
 LU2314  HISTORY     - Date     Condition        Report By
 LU2314  HISTORY     - 1992     MONUMENTED       NGS
 LU2314
 LU2314                          STATION DESCRIPTION
 LU2314
 LU2314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2314'0.1 KM (0.05 MI) NORTHERLY ALONG REDWOOD DRIVE FROM THE POST OFFICE IN
 LU2314'REDWAY, THENCE 16.3 KM (10.10 MI) WESTERLY ALONG BRICELAND ROAD, 26.3
 LU2314'M (86.3 FT) NORTH OF THE ROAD CENTERLINE, 22.0 M (72.2 FT) NORTH OF
 LU2314'THE EXTENDED CENTER OF ETTERSBURG ROAD, 7.0 M (23.0 FT) NORTHEAST OF
 LU2314'THE CENTER OF A GRAVELED ROAD, 1.6 M (5.2 FT) NORTHEAST OF A 36-INCH
 LU2314'PINE TREE, 1.3 M (4.3 FT) SOUTHEAST OF A 20-INCH PINE TREE, 0.3 M
 LU2314'(1.0 FT) BELOW THE LEVEL OF THE GRAVELED ROAD, AND 0.3 M (1.0 FT)
 LU2314'SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LU2314'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1202 ***********************************************************************
 LV1202  DESIGNATION -  A 1465
 LV1202  PID         -  LV1202
 LV1202  STATE/COUNTY-  CA/HUMBOLDT
 LV1202  USGS QUAD   -  HONEYDEW (1970)
 LV1202
 LV1202                         *CURRENT SURVEY CONTROL
 LV1202  ___________________________________________________________________
 LV1202* NAD 83(1986)-  40 13 04.     (N)    124 06 40.     (W)     SCALED    
 LV1202* NAVD 88     -       203.268  (meters)     666.89   (feet)  ADJUSTED  
 LV1202  ___________________________________________________________________
 LV1202  GEOID HEIGHT-         -30.71  (meters)                     GEOID09
 LV1202  DYNAMIC HT  -         203.159 (meters)     666.53  (feet)  COMP
 LV1202  MODELED GRAV-     980,085.5   (mgal)                       NAVD 88
 LV1202
 LV1202  VERT ORDER  -  FIRST     CLASS II
 LV1202
 LV1202.The horizontal coordinates were scaled from a topographic map and have
 LV1202.an estimated accuracy of +/- 6 seconds.
 LV1202.
 LV1202.The orthometric height was determined by differential leveling and
 LV1202.adjusted in December 1992.
 LV1202
 LV1202.The geoid height was determined by GEOID09.
 LV1202
 LV1202.The dynamic height is computed by dividing the NAVD 88
 LV1202.geopotential number by the normal gravity value computed on the
 LV1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1202.degrees latitude (g = 980.6199 gals.).
 LV1202
 LV1202.The modeled gravity was interpolated from observed gravity values.
 LV1202
 LV1202;                    North         East    Units  Estimated Accuracy
 LV1202;SPC CA 1     -   600,370.    1,820,320.      MT  (+/- 180 meters Scaled)
 LV1202
 LV1202                          SUPERSEDED SURVEY CONTROL
 LV1202
 LV1202  NGVD 29 (12/02/92)  202.322  (m)          663.78   (f) ADJUSTED    1 2
 LV1202
 LV1202.Superseded values are not recommended for survey control.
 LV1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1202.See file dsdata.txt to determine how the superseded data were derived.
 LV1202
 LV1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK054525(NAD 83)
 LV1202
 LV1202_MARKER: DV = VERTICAL CONTROL DISK
 LV1202_SETTING: 66 = SET IN ROCK OUTCROP
 LV1202_SP_SET: BEDROCK
 LV1202_STAMPING: A 1465 1992
 LV1202_MARK LOGO: NGS   
 LV1202_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1202_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1202+STABILITY: POSITION/ELEVATION WELL
 LV1202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1202+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1202
 LV1202  HISTORY     - Date     Condition        Report By
 LV1202  HISTORY     - 1992     MONUMENTED       NGS
 LV1202
 LV1202                          STATION DESCRIPTION
 LV1202
 LV1202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1202'4.0 KM (2.50 MI) SOUTHERLY ALONG WILDER RIDGE ROAD FROM THE JUNCTION
 LV1202'OF MATTOLE ROAD IN HONEYDEW, NEAR THE SOUTH END OF A 8 BY 20-FOOT
 LV1202'AREA OF OUTCROPPING BEDROCK ON THE WEST SIDE OF A HILL, 28.0 M
 LV1202'(91.9 FT) WEST OF THE ROAD CENTER, 1.7 M (5.6 FT) NORTH OF THE SOUTH
 LV1202'END OF THE OUTCROP, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND
 LV1202'0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1252 ***********************************************************************
 LV1252  DESIGNATION -  A 1466
 LV1252  PID         -  LV1252
 LV1252  STATE/COUNTY-  CA/HUMBOLDT
 LV1252  USGS QUAD   -  CAPE MENDOCINO (1969)
 LV1252
 LV1252                         *CURRENT SURVEY CONTROL
 LV1252  ___________________________________________________________________
 LV1252* NAD 83(1986)-  40 24 25.     (N)    124 23 28.     (W)     SCALED    
 LV1252* NAVD 88     -         9.362  (meters)      30.72   (feet)  ADJUSTED  
 LV1252  ___________________________________________________________________
 LV1252  GEOID HEIGHT-         -31.55  (meters)                     GEOID09
 LV1252  DYNAMIC HT  -           9.358 (meters)      30.70  (feet)  COMP
 LV1252  MODELED GRAV-     980,185.6   (mgal)                       NAVD 88
 LV1252
 LV1252  VERT ORDER  -  FIRST     CLASS II
 LV1252
 LV1252.The horizontal coordinates were scaled from a topographic map and have
 LV1252.an estimated accuracy of +/- 6 seconds.
 LV1252.
 LV1252.The orthometric height was determined by differential leveling and
 LV1252.adjusted in December 1992.
 LV1252
 LV1252.The geoid height was determined by GEOID09.
 LV1252
 LV1252.The dynamic height is computed by dividing the NAVD 88
 LV1252.geopotential number by the normal gravity value computed on the
 LV1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1252.degrees latitude (g = 980.6199 gals.).
 LV1252
 LV1252.The modeled gravity was interpolated from observed gravity values.
 LV1252
 LV1252;                    North         East    Units  Estimated Accuracy
 LV1252;SPC CA 1     -   621,980.    1,797,070.      MT  (+/- 180 meters Scaled)
 LV1252
 LV1252                          SUPERSEDED SURVEY CONTROL
 LV1252
 LV1252  NGVD 29 (12/02/92)    8.408  (m)           27.59   (f) ADJUSTED    1 2
 LV1252
 LV1252.Superseded values are not recommended for survey control.
 LV1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1252.See file dsdata.txt to determine how the superseded data were derived.
 LV1252
 LV1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK819738(NAD 83)
 LV1252
 LV1252_MARKER: DV = VERTICAL CONTROL DISK
 LV1252_SETTING: 66 = SET IN ROCK OUTCROP
 LV1252_SP_SET: BEDROCK
 LV1252_STAMPING: A 1466 1992
 LV1252_MARK LOGO: NGS   
 LV1252_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1252_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1252+STABILITY: POSITION/ELEVATION WELL
 LV1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1252+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1252
 LV1252  HISTORY     - Date     Condition        Report By
 LV1252  HISTORY     - 1992     MONUMENTED       NGS
 LV1252
 LV1252                          STATION DESCRIPTION
 LV1252
 LV1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1252'17.4 KM (10.80 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV1252'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, SET VERTICALLY IN THE
 LV1252'NORTHEAST FACE OF A 15 BY 65-FOOT AREA OF OUTCROPPING BEDROCK, 16.0 M
 LV1252'(52.5 FT) SOUTHWEST OF AND LEVEL WITH THE ROAD CENTERLINE, 8.0 M
 LV1252'(26.2 FT) SOUTHEAST OF THE NORTHWEST END OF THE OUTCROP, 1.2 M
 LV1252'(3.9 FT) ABOVE THE GROUND SURFACE, AND 0.4 M (1.3 FT) NORTHWEST OF A
 LV1252'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1229 ***********************************************************************
 LV1229  DESIGNATION -  A 1467
 LV1229  PID         -  LV1229
 LV1229  STATE/COUNTY-  CA/HUMBOLDT
 LV1229  USGS QUAD   -  BULL CREEK (1969)
 LV1229
 LV1229                         *CURRENT SURVEY CONTROL
 LV1229  ___________________________________________________________________
 LV1229* NAD 83(1986)-  40 21 05.     (N)    124 00 19.     (W)     SCALED    
 LV1229* NAVD 88     -        89.531  (meters)     293.74   (feet)  ADJUSTED  
 LV1229  ___________________________________________________________________
 LV1229  GEOID HEIGHT-         -30.55  (meters)                     GEOID09
 LV1229  DYNAMIC HT  -          89.485 (meters)     293.59  (feet)  COMP
 LV1229  MODELED GRAV-     980,121.1   (mgal)                       NAVD 88
 LV1229
 LV1229  VERT ORDER  -  FIRST     CLASS II
 LV1229
 LV1229.The horizontal coordinates were scaled from a topographic map and have
 LV1229.an estimated accuracy of +/- 6 seconds.
 LV1229.
 LV1229.The orthometric height was determined by differential leveling and
 LV1229.adjusted in December 1992.
 LV1229
 LV1229.The geoid height was determined by GEOID09.
 LV1229
 LV1229.The dynamic height is computed by dividing the NAVD 88
 LV1229.geopotential number by the normal gravity value computed on the
 LV1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1229.degrees latitude (g = 980.6199 gals.).
 LV1229
 LV1229.The modeled gravity was interpolated from observed gravity values.
 LV1229
 LV1229;                    North         East    Units  Estimated Accuracy
 LV1229;SPC CA 1     -   614,990.    1,829,670.      MT  (+/- 180 meters Scaled)
 LV1229
 LV1229                          SUPERSEDED SURVEY CONTROL
 LV1229
 LV1229  NGVD 29 (12/02/92)   88.578  (m)          290.61   (f) ADJUSTED    1 2
 LV1229
 LV1229.Superseded values are not recommended for survey control.
 LV1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1229.See file dsdata.txt to determine how the superseded data were derived.
 LV1229
 LV1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK146672(NAD 83)
 LV1229
 LV1229_MARKER: DV = VERTICAL CONTROL DISK
 LV1229_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV1229_SP_SET: ABUTMENT
 LV1229_STAMPING: A 1467 1992
 LV1229_MARK LOGO: NGS   
 LV1229_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1229+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1229
 LV1229  HISTORY     - Date     Condition        Report By
 LV1229  HISTORY     - 1992     MONUMENTED       NGS
 LV1229
 LV1229                          STATION DESCRIPTION
 LV1229
 LV1229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1229'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LV1229'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LV1229'REDWOOD DRIVE, THENCE 39.6 KM (24.60 MI) NORTHERLY ALONG U.S. HIGHWAY
 LV1229'101, THENCE 8.4 KM (5.20 MI) SOUTHWESTERLY ALONG MATTOLE ROAD, IN TOP
 LV1229'OF AND 0.5 M (1.6 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 LV1229'ABUTMENT OF A BRIDGE SPANNING BULL CREEK, AND 4.6 M (15.1 FT) SOUTH
 LV1229'OF AND LEVEL WITH THE ROAD CENTER.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1276 ***********************************************************************
 LV1276  DESIGNATION -  A 1468
 LV1276  PID         -  LV1276
 LV1276  STATE/COUNTY-  CA/HUMBOLDT
 LV1276  USGS QUAD   -  TAYLOR PEAK (1969)
 LV1276
 LV1276                         *CURRENT SURVEY CONTROL
 LV1276  ___________________________________________________________________
 LV1276* NAD 83(1986)-  40 28 03.     (N)    124 12 44.     (W)     SCALED    
 LV1276* NAVD 88     -       795.970  (meters)    2611.44   (feet)  ADJUSTED  
 LV1276  ___________________________________________________________________
 LV1276  GEOID HEIGHT-         -30.93  (meters)                     GEOID09
 LV1276  DYNAMIC HT  -         795.512 (meters)    2609.94  (feet)  COMP
 LV1276  MODELED GRAV-     980,021.7   (mgal)                       NAVD 88
 LV1276
 LV1276  VERT ORDER  -  FIRST     CLASS II
 LV1276
 LV1276.The horizontal coordinates were scaled from a topographic map and have
 LV1276.an estimated accuracy of +/- 6 seconds.
 LV1276.
 LV1276.The orthometric height was determined by differential leveling and
 LV1276.adjusted in December 1992.
 LV1276
 LV1276.The geoid height was determined by GEOID09.
 LV1276
 LV1276.The dynamic height is computed by dividing the NAVD 88
 LV1276.geopotential number by the normal gravity value computed on the
 LV1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1276.degrees latitude (g = 980.6199 gals.).
 LV1276
 LV1276.The modeled gravity was interpolated from observed gravity values.
 LV1276
 LV1276;                    North         East    Units  Estimated Accuracy
 LV1276;SPC CA 1     -   628,300.    1,812,420.      MT  (+/- 180 meters Scaled)
 LV1276
 LV1276                          SUPERSEDED SURVEY CONTROL
 LV1276
 LV1276  NGVD 29 (12/02/92)  794.968  (m)         2608.16   (f) ADJUSTED    1 2
 LV1276
 LV1276.Superseded values are not recommended for survey control.
 LV1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1276.See file dsdata.txt to determine how the superseded data were derived.
 LV1276
 LV1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK972803(NAD 83)
 LV1276
 LV1276_MARKER: I = METAL ROD
 LV1276_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1276_SP_SET: STAINLESS STEEL ROD
 LV1276_STAMPING: A 1468 1992
 LV1276_MARK LOGO: NGS   
 LV1276_PROJECTION: FLUSH
 LV1276_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1276+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1276_ROD/PIPE-DEPTH: 6.0  meters
 LV1276
 LV1276  HISTORY     - Date     Condition        Report By
 LV1276  HISTORY     - 1992     MONUMENTED       NGS
 LV1276
 LV1276                          STATION DESCRIPTION
 LV1276
 LV1276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1276'0.2 KM (0.10 MI) SOUTHEASTERLY ALONG WILDWOOD AVENUE FROM THE POST
 LV1276'OFFICE IN RIO DELL, THENCE 7.9 KM (4.90 MI) SOUTHWESTERLY ALONG
 LV1276'MONUMENT ROAD, THENCE 7.2 KM (4.45 MI) WESTERLY ALONG BEAR RIVER
 LV1276'RIDGE ROAD, 21.6 M (70.9 FT) SOUTHWEST OF THE CENTER OF A 10 BY
 LV1276'10-FOOT AREA OF OUTCROPPING BEDROCK, 8.6 M (28.2 FT) NORTHEAST OF THE
 LV1276'ROAD CENTER, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST, AND 0.3 M
 LV1276'(1.0 FT) ABOVE THE LEVEL OF THE ROAD. NOTE--ACCESS TO THE DATUM POINT
 LV1276'IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1279 ***********************************************************************
 LU1279  DESIGNATION -  A 634
 LU1279  PID         -  LU1279
 LU1279  STATE/COUNTY-  CA/HUMBOLDT
 LU1279  USGS QUAD   -  MIRANDA (1970)
 LU1279
 LU1279                         *CURRENT SURVEY CONTROL
 LU1279  ___________________________________________________________________
 LU1279* NAD 83(1986)-  40 13 24.     (N)    123 48 03.     (W)     SCALED    
 LU1279* NAVD 88     -        70.027  (meters)     229.75   (feet)  ADJUSTED  
 LU1279  ___________________________________________________________________
 LU1279  GEOID HEIGHT-         -30.42  (meters)                     GEOID09
 LU1279  DYNAMIC HT  -          69.988 (meters)     229.62  (feet)  COMP
 LU1279  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 LU1279
 LU1279  VERT ORDER  -  FIRST     CLASS II
 LU1279
 LU1279.The horizontal coordinates were scaled from a topographic map and have
 LU1279.an estimated accuracy of +/- 6 seconds.
 LU1279.
 LU1279.The orthometric height was determined by differential leveling and
 LU1279.adjusted in December 1992.
 LU1279
 LU1279.The geoid height was determined by GEOID09.
 LU1279
 LU1279.The dynamic height is computed by dividing the NAVD 88
 LU1279.geopotential number by the normal gravity value computed on the
 LU1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1279.degrees latitude (g = 980.6199 gals.).
 LU1279
 LU1279.The modeled gravity was interpolated from observed gravity values.
 LU1279
 LU1279;                    North         East    Units  Estimated Accuracy
 LU1279;SPC CA 1     -   600,400.    1,846,740.      MT  (+/- 180 meters Scaled)
 LU1279
 LU1279                          SUPERSEDED SURVEY CONTROL
 LU1279
 LU1279  NAVD 88 (06/15/91)   70.029  (m)          229.75   (f) UNKNOWN     1 2
 LU1279  NGVD 29 (12/02/92)   69.102  (m)          226.71   (f) ADJUSTED    1 2
 LU1279
 LU1279.Superseded values are not recommended for survey control.
 LU1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1279.See file dsdata.txt to determine how the superseded data were derived.
 LU1279
 LU1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK318528(NAD 83)
 LU1279
 LU1279_MARKER: DB = BENCH MARK DISK
 LU1279_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1279_SP_SET: HEADWALL
 LU1279_STAMPING: A 634 1942
 LU1279_MARK LOGO: CGS   
 LU1279_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1279+STABILITY: SURFACE MOTION
 LU1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1279+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1279
 LU1279  HISTORY     - Date     Condition        Report By
 LU1279  HISTORY     - 1942     MONUMENTED       CGS
 LU1279  HISTORY     - 1967     GOOD             CGS
 LU1279  HISTORY     - 19880328 GOOD             NGS
 LU1279  HISTORY     - 19920729 GOOD             NGS
 LU1279
 LU1279                          STATION DESCRIPTION
 LU1279
 LU1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1279'2.3 MI S FROM MIRANDA.
 LU1279'2.3 MILES SOUTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1279'HIGH SCHOOL AT MIRANDA, 0.15 MILE SOUTHEAST OF FOREST OF ARDEN
 LU1279'LODGE, IN A GROVE OF REDWOOD TREES, IN THE TOP AND 0.5 FOOT
 LU1279'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL
 LU1279'OF 8- BY 10-FOOT CONCRETE BOX CULVERT 4.18 OVER FISH CREEK, 41
 LU1279'FEET NORTHEAST OF THE CENTER LINE OF THE AVENUE, 24 FEET NORTHWEST
 LU1279'OF THE NORTHWEST EDGE OF A GIANT REDWOOD TREE, AND ABOUT 6 FEET
 LU1279'LOWER THAN THE AVENUE.
 LU1279
 LU1279                          STATION RECOVERY (1988)
 LU1279
 LU1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1279'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.5 KM (6.50
 LU1279'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1279'GARBERVILLE, THENCE 6.7 KM (4.15 MI) NORTHERLY ALONG THE AVENUE OF
 LU1279'THE GIANTS.
 LU1279
 LU1279                          STATION RECOVERY (1992)
 LU1279
 LU1279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1279'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1279'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1279'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1279'101, THENCE 6.9 KM (4.30 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1279'GIANTS, IN TOP OF AND 0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST END
 LU1279'OF THE NORTHEAST CONCRETE HEADWALL OF A BOX CULVERT SPANNING FISH
 LU1279'CREEK, 0.25 KM (0.15 MI) SOUTHEAST OF THE FOREST OF ARDEN LODGE, AT
 LU1279'MILEPOST 4.18, 12.5 M (41.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 LU1279'AVENUE, 7.3 M (24.0 FT) NORTHWEST OF THE NORTHWEST EDGE OF A GIANT
 LU1279'REDWOOD TREE, AND 1.5 M (4.9 FT) BELOW THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1286 ***********************************************************************
 LU1286  DESIGNATION -  B 1085
 LU1286  PID         -  LU1286
 LU1286  STATE/COUNTY-  CA/HUMBOLDT
 LU1286  USGS QUAD   -  MIRANDA (1970)
 LU1286
 LU1286                         *CURRENT SURVEY CONTROL
 LU1286  ___________________________________________________________________
 LU1286* NAD 83(1986)-  40 14 57.     (N)    123 49 22.     (W)     SCALED    
 LU1286* NAVD 88     -        67.699  (meters)     222.11   (feet)  ADJUSTED  
 LU1286  ___________________________________________________________________
 LU1286  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 LU1286  DYNAMIC HT  -          67.662 (meters)     221.99  (feet)  COMP
 LU1286  MODELED GRAV-     980,083.2   (mgal)                       NAVD 88
 LU1286
 LU1286  VERT ORDER  -  FIRST     CLASS II
 LU1286
 LU1286.The horizontal coordinates were scaled from a topographic map and have
 LU1286.an estimated accuracy of +/- 6 seconds.
 LU1286.
 LU1286.The orthometric height was determined by differential leveling and
 LU1286.adjusted in December 1992.
 LU1286
 LU1286.The geoid height was determined by GEOID09.
 LU1286
 LU1286.The dynamic height is computed by dividing the NAVD 88
 LU1286.geopotential number by the normal gravity value computed on the
 LU1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1286.degrees latitude (g = 980.6199 gals.).
 LU1286
 LU1286.The modeled gravity was interpolated from observed gravity values.
 LU1286
 LU1286;                    North         East    Units  Estimated Accuracy
 LU1286;SPC CA 1     -   603,310.    1,844,930.      MT  (+/- 180 meters Scaled)
 LU1286
 LU1286                          SUPERSEDED SURVEY CONTROL
 LU1286
 LU1286  NAVD 88 (06/15/91)   67.699  (m)          222.11   (f) UNKNOWN     1 2
 LU1286  NGVD 29 (12/02/92)   66.765  (m)          219.04   (f) ADJUSTED    1 2
 LU1286
 LU1286.Superseded values are not recommended for survey control.
 LU1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1286.See file dsdata.txt to determine how the superseded data were derived.
 LU1286
 LU1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK300557(NAD 83)
 LU1286
 LU1286_MARKER: DB = BENCH MARK DISK
 LU1286_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1286_SP_SET: CATCH BASIN
 LU1286_STAMPING: B 1085 1967
 LU1286_MARK LOGO: CGS   
 LU1286_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1286+STABILITY: SURFACE MOTION
 LU1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1286+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1286
 LU1286  HISTORY     - Date     Condition        Report By
 LU1286  HISTORY     - 1967     MONUMENTED       CGS
 LU1286  HISTORY     - 19880328 GOOD             NGS
 LU1286  HISTORY     - 19920729 GOOD             NGS
 LU1286
 LU1286                          STATION DESCRIPTION
 LU1286
 LU1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1286'0.9 MI N FROM MIRANDA.
 LU1286'0.9 MILE NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION HIGH
 LU1286'SCHOOL AT MIRANDA, IN THE TOP OF THE NORTHWEST CORNER OF 4- BY
 LU1286'4-FOOT CONCRETE CATCH BASIN 7.33 WITH A WOODEN COVER, 19 FEET
 LU1286'EAST OF THE CENTER LINE OF THE AVENUE, AND ABOUT 1 FOOT LOWER
 LU1286'THAN THE AVENUE.
 LU1286
 LU1286                          STATION RECOVERY (1988)
 LU1286
 LU1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1286'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.4 KM (15.80
 LU1286'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1286'GARBERVILLE, THENCE 11.9 KM (7.40 MI) NORTHERLY ALONG THE AVENUE OF
 LU1286'THE GIANTS.
 LU1286
 LU1286                          STATION RECOVERY (1992)
 LU1286
 LU1286'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1286'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1286'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1286'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1286'101, THENCE 12.0 KM (7.45 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1286'GIANTS, NEAR THE NORTHWEST CORNER OF A CONCRETE CATCH BASIN AT
 LU1286'MILEPOST 7.33, 5.8 M (19.0 FT) EAST OF THE CENTERLINE OF THE AVENUE,
 LU1286'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1487 ***********************************************************************
 LU1487  DESIGNATION -  B 1086
 LU1487  PID         -  LU1487
 LU1487  STATE/COUNTY-  CA/HUMBOLDT
 LU1487  USGS QUAD   -  REDCREST (1969)
 LU1487
 LU1487                         *CURRENT SURVEY CONTROL
 LU1487  ___________________________________________________________________
 LU1487* NAD 83(1986)-  40 24 49.     (N)    123 58 03.     (W)     SCALED    
 LU1487* NAVD 88     -       106.298  (meters)     348.75   (feet)  ADJUSTED  
 LU1487  ___________________________________________________________________
 LU1487  GEOID HEIGHT-         -30.56  (meters)                     GEOID09
 LU1487  DYNAMIC HT  -         106.245 (meters)     348.57  (feet)  COMP
 LU1487  MODELED GRAV-     980,123.4   (mgal)                       NAVD 88
 LU1487
 LU1487  VERT ORDER  -  FIRST     CLASS II
 LU1487
 LU1487.The horizontal coordinates were scaled from a topographic map and have
 LU1487.an estimated accuracy of +/- 6 seconds.
 LU1487.
 LU1487.The orthometric height was determined by differential leveling and
 LU1487.adjusted in December 1992.
 LU1487
 LU1487.The geoid height was determined by GEOID09.
 LU1487
 LU1487.The dynamic height is computed by dividing the NAVD 88
 LU1487.geopotential number by the normal gravity value computed on the
 LU1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1487.degrees latitude (g = 980.6199 gals.).
 LU1487
 LU1487.The modeled gravity was interpolated from observed gravity values.
 LU1487
 LU1487;                    North         East    Units  Estimated Accuracy
 LU1487;SPC CA 1     -   621,830.    1,833,030.      MT  (+/- 180 meters Scaled)
 LU1487
 LU1487                          SUPERSEDED SURVEY CONTROL
 LU1487
 LU1487  NAVD 88 (06/15/91)  106.314  (m)          348.80   (f) UNKNOWN     1 2
 LU1487  NGVD 29 (12/02/92)  105.337  (m)          345.59   (f) ADJUSTED    1 2
 LU1487
 LU1487.Superseded values are not recommended for survey control.
 LU1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1487.See file dsdata.txt to determine how the superseded data were derived.
 LU1487
 LU1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK179741(NAD 83)
 LU1487
 LU1487_MARKER: DB = BENCH MARK DISK
 LU1487_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1487_SP_SET: CATCH BASIN
 LU1487_STAMPING: B 1086 1967
 LU1487_MARK LOGO: CGS   
 LU1487_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1487_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1487+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LU1487
 LU1487  HISTORY     - Date     Condition        Report By
 LU1487  HISTORY     - 1967     MONUMENTED       CGS
 LU1487  HISTORY     - 1969     GOOD             USGS
 LU1487  HISTORY     - 19880228 GOOD             NGS
 LU1487  HISTORY     - 19920728 GOOD             NGS
 LU1487
 LU1487                          STATION DESCRIPTION
 LU1487
 LU1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1487'13.2 MI N FROM MYERS FLAT.
 LU1487'13.25 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1487'OVERPASS AT MYERS FLAT, IN THE TOP OF THE NORTHWEST CORNER OF THE
 LU1487'CONCRETE WALL OF A 3- BY 4-FOOT CONCRETE CATCH BASIN, R41.28,
 LU1487'40 FT. SOUTH THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT
 LU1487'HIGHER THAN THE HIGHWAY.
 LU1487
 LU1487                          STATION RECOVERY (1969)
 LU1487
 LU1487'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LU1487'RECOVERED IN GOOD CONDITION.
 LU1487
 LU1487                          STATION RECOVERY (1988)
 LU1487
 LU1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1487'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  32.4 KM (20.15
 LU1487'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LU1487'FORTUNA.
 LU1487
 LU1487                          STATION RECOVERY (1992)
 LU1487
 LU1487'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1487'32.4 KM (20.15 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LU1487'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LU1487'NEAR THE NORTHWEST CORNER OF THE CONCRETE BACKWALL OF A CATCH BASIN
 LU1487'AT MILEPOST 41.28, 12.2 M (40.0 FT) SOUTH THE CENTERLINE OF THE
 LU1487'SOUTHBOUND LANES OF THE HIGHWAY, AND 0.6 M (2.0 FT) BELOW THE LEVEL
 LU1487'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1877 ***********************************************************************
 LU1877  DESIGNATION -  B 1404 X
 LU1877  PID         -  LU1877
 LU1877  STATE/COUNTY-  CA/HUMBOLDT
 LU1877  USGS QUAD   -  WEOTT (1969)
 LU1877
 LU1877                         *CURRENT SURVEY CONTROL
 LU1877  ___________________________________________________________________
 LU1877* NAD 83(1986)-  40 21 19.     (N)    123 55 31.     (W)     SCALED    
 LU1877* NAVD 88     -        53.605  (meters)     175.87   (feet)  ADJUSTED  
 LU1877  ___________________________________________________________________
 LU1877  GEOID HEIGHT-         -30.51  (meters)                     GEOID09
 LU1877  DYNAMIC HT  -          53.578 (meters)     175.78  (feet)  COMP
 LU1877  MODELED GRAV-     980,121.0   (mgal)                       NAVD 88
 LU1877
 LU1877  VERT ORDER  -  FIRST     CLASS II
 LU1877
 LU1877.The horizontal coordinates were scaled from a topographic map and have
 LU1877.an estimated accuracy of +/- 6 seconds.
 LU1877.
 LU1877.The orthometric height was determined by differential leveling and
 LU1877.adjusted in December 1992.
 LU1877
 LU1877.The geoid height was determined by GEOID09.
 LU1877
 LU1877.The dynamic height is computed by dividing the NAVD 88
 LU1877.geopotential number by the normal gravity value computed on the
 LU1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1877.degrees latitude (g = 980.6199 gals.).
 LU1877
 LU1877.The modeled gravity was interpolated from observed gravity values.
 LU1877
 LU1877;                    North         East    Units  Estimated Accuracy
 LU1877;SPC CA 1     -   615,270.    1,836,470.      MT  (+/- 180 meters Scaled)
 LU1877
 LU1877                          SUPERSEDED SURVEY CONTROL
 LU1877
 LU1877  NAVD 88 (06/15/91)   53.616  (m)          175.91   (f) UNKNOWN     1 2
 LU1877  NGVD 29 (12/02/92)   52.651  (m)          172.74   (f) ADJUSTED    1 2
 LU1877
 LU1877.Superseded values are not recommended for survey control.
 LU1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1877.See file dsdata.txt to determine how the superseded data were derived.
 LU1877
 LU1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK214676(NAD 83)
 LU1877
 LU1877_MARKER: DV = VERTICAL CONTROL DISK
 LU1877_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1877_SP_SET: PIER
 LU1877_STAMPING: B 1404 X 1988
 LU1877_MARK LOGO: NGS   
 LU1877_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1877_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1877+STABILITY: POSITION/ELEVATION WELL
 LU1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1877+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 LU1877
 LU1877  HISTORY     - Date     Condition        Report By
 LU1877  HISTORY     - 1988     MONUMENTED       NGS
 LU1877  HISTORY     - 19920730 GOOD             NGS
 LU1877  HISTORY     - 20021029 GOOD             CADPR
 LU1877
 LU1877                          STATION DESCRIPTION
 LU1877
 LU1877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1877'38.2 KM (23.75 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LU1877'OFFICE IN GARBERVILLE, AT THE AVENUE OF THE GIANTS OVERPASS, SET
 LU1877'VERTICALLY IN THE NORTH FACE OF THE NORTHEAST 1 OF 4 PIERS OF THE
 LU1877'BRIDGE SPANNING THE SOUTH FORK OF THE EEL RIVER,46.7 M (153.2 FT)
 LU1877'SOUTHWEST OF THE SOUTHWEST CORNER OF THE NORTHEAST ABUTMENT, 9.3 M
 LU1877'(30.5 FT) NORTHWEST OF THE CENTER OF THE HIGHWAY, 7.8 M (25.6 FT)
 LU1877'SOUTH OF THE CENTERLINE OF A PAVED ROAD LEADING WEST TO THE
 LU1877'ROCKEFELLER FOREST, 2.6 M (8.5 FT) EAST OF THE WEST END OF THE PIER,
 LU1877'AND 1.3 M (4.3 FT) ABOVE THE ROAD LEVEL.
 LU1877
 LU1877                          STATION RECOVERY (1992)
 LU1877
 LU1877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1877'0.1 KM (0.05 MI)  NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1877'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI)  NORTHERLY ALONG
 LU1877'REDWOOD DRIVE, THENCE 39.6 KM (24.60 MI)  NORTHERLY ALONG U.S.
 LU1877'HIGHWAY 101, SET VERTICALLY IN THE NORTH FACE OF THE FIRST CONCRETE
 LU1877'PIER SOUTH OF THE NORTH ABUTMENT OF A HIGHWAY BRIDGE SPANNING THE
 LU1877'SOUTH FORK OF THE EEL RIVER, 9.3 M (30.5 FT)  NORTHWEST OF THE CENTER
 LU1877'OF THE HIGHWAY, 7.8 M (25.6 FT)  SOUTH OF THE CENTERLINE OF A PAVED
 LU1877'ROAD LEADING WEST TO ROCKEFELLER FOREST, 2.6 M (8.5 FT)  EAST OF THE
 LU1877'WEST END OF THE PIER, AND 1.3 M (4.3 FT)  ABOVE THE LEVEL OF THE
 LU1877'ROAD.
 LU1877
 LU1877                          STATION RECOVERY (2002)
 LU1877
 LU1877'RECOVERY NOTE BY CA DEPT PARKS REC 2002 (DBK)
 LU1877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1184 ***********************************************************************
 LV1184  DESIGNATION -  B 1463
 LV1184  PID         -  LV1184
 LV1184  STATE/COUNTY-  CA/HUMBOLDT
 LV1184  USGS QUAD   -  FORTUNA (1972)
 LV1184
 LV1184                         *CURRENT SURVEY CONTROL
 LV1184  ___________________________________________________________________
 LV1184* NAD 83(1986)-  40 36 43.     (N)    124 11 29.     (W)     SCALED    
 LV1184* NAVD 88     -        16.896  (meters)      55.43   (feet)  ADJUSTED  
 LV1184  ___________________________________________________________________
 LV1184  GEOID HEIGHT-         -31.07  (meters)                     GEOID09
 LV1184  DYNAMIC HT  -          16.888 (meters)      55.41  (feet)  COMP
 LV1184  MODELED GRAV-     980,167.2   (mgal)                       NAVD 88
 LV1184
 LV1184  VERT ORDER  -  FIRST     CLASS II
 LV1184
 LV1184.The horizontal coordinates were scaled from a topographic map and have
 LV1184.an estimated accuracy of +/- 6 seconds.
 LV1184.
 LV1184.The orthometric height was determined by differential leveling and
 LV1184.adjusted in December 1992.
 LV1184
 LV1184.The geoid height was determined by GEOID09.
 LV1184
 LV1184.The dynamic height is computed by dividing the NAVD 88
 LV1184.geopotential number by the normal gravity value computed on the
 LV1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1184.degrees latitude (g = 980.6199 gals.).
 LV1184
 LV1184.The modeled gravity was interpolated from observed gravity values.
 LV1184
 LV1184;                    North         East    Units  Estimated Accuracy
 LV1184;SPC CA 1     -   644,290.    1,814,590.      MT  (+/- 180 meters Scaled)
 LV1184
 LV1184                          SUPERSEDED SURVEY CONTROL
 LV1184
 LV1184  NGVD 29 (12/02/92)   15.910  (m)           52.20   (f) ADJUSTED    1 2
 LV1184
 LV1184.Superseded values are not recommended for survey control.
 LV1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1184.See file dsdata.txt to determine how the superseded data were derived.
 LV1184
 LV1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK992963(NAD 83)
 LV1184
 LV1184_MARKER: DV = VERTICAL CONTROL DISK
 LV1184_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV1184_SP_SET: PIER
 LV1184_STAMPING: B 1463 1992
 LV1184_MARK LOGO: NGS   
 LV1184_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1184_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1184+STABILITY: POSITION/ELEVATION WELL
 LV1184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1184+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1184
 LV1184  HISTORY     - Date     Condition        Report By
 LV1184  HISTORY     - 1992     MONUMENTED       NGS
 LV1184
 LV1184                          STATION DESCRIPTION
 LV1184
 LV1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1184'2.4 KM (1.50 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV1184'THE NORTHERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, SET
 LV1184'VERTICALLY IN THE WEST FACE OF THE MOST WESTERLY CONCRETE COLUMN OF
 LV1184'THE FIRST PIER SOUTH OF THE NORTH ABUTMENT OF A HIGHWAY OVERPASS OF
 LV1184'FINCH CREEK ROAD, 13.7 M (44.9 FT) WEST OF THE HIGHWAY CENTER, 7.3 M
 LV1184'(24.0 FT) NORTH OF THE ROAD CENTERLINE, AND 1.3 M (4.3 FT) ABOVE THE
 LV1184'LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2315 ***********************************************************************
 LU2315  DESIGNATION -  B 1464
 LU2315  PID         -  LU2315
 LU2315  STATE/COUNTY-  CA/HUMBOLDT
 LU2315  USGS QUAD   -  BRICELAND (1969)
 LU2315
 LU2315                         *CURRENT SURVEY CONTROL
 LU2315  ___________________________________________________________________
 LU2315* NAD 83(1986)-  40 05 31.     (N)    123 56 55.     (W)     SCALED    
 LU2315* NAVD 88     -       458.303  (meters)    1503.62   (feet)  ADJUSTED  
 LU2315  ___________________________________________________________________
 LU2315  GEOID HEIGHT-         -30.59  (meters)                     GEOID09
 LU2315  DYNAMIC HT  -         458.052 (meters)    1502.79  (feet)  COMP
 LU2315  MODELED GRAV-     980,064.0   (mgal)                       NAVD 88
 LU2315
 LU2315  VERT ORDER  -  FIRST     CLASS II
 LU2315
 LU2315.The horizontal coordinates were scaled from a topographic map and have
 LU2315.an estimated accuracy of +/- 6 seconds.
 LU2315.
 LU2315.The orthometric height was determined by differential leveling and
 LU2315.adjusted in December 1992.
 LU2315
 LU2315.The geoid height was determined by GEOID09.
 LU2315
 LU2315.The dynamic height is computed by dividing the NAVD 88
 LU2315.geopotential number by the normal gravity value computed on the
 LU2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2315.degrees latitude (g = 980.6199 gals.).
 LU2315
 LU2315.The modeled gravity was interpolated from observed gravity values.
 LU2315
 LU2315;                    North         East    Units  Estimated Accuracy
 LU2315;SPC CA 1     -   586,080.    1,833,840.      MT  (+/- 180 meters Scaled)
 LU2315
 LU2315                          SUPERSEDED SURVEY CONTROL
 LU2315
 LU2315  NGVD 29 (12/02/92)  457.371  (m)         1500.56   (f) ADJUSTED    1 2
 LU2315
 LU2315.Superseded values are not recommended for survey control.
 LU2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2315.See file dsdata.txt to determine how the superseded data were derived.
 LU2315
 LU2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK191383(NAD 83)
 LU2315
 LU2315_MARKER: I = METAL ROD
 LU2315_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU2315_SP_SET: STAINLESS STEEL ROD
 LU2315_STAMPING: B 1464 1992
 LU2315_MARK LOGO: NGS   
 LU2315_PROJECTION: FLUSH
 LU2315_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2315+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2315_ROD/PIPE-DEPTH: 9.6  meters
 LU2315
 LU2315  HISTORY     - Date     Condition        Report By
 LU2315  HISTORY     - 1992     MONUMENTED       NGS
 LU2315
 LU2315                          STATION DESCRIPTION
 LU2315
 LU2315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2315'0.1 KM (0.05 MI) NORTHERLY ALONG REDWOOD DRIVE FROM THE POST OFFICE IN
 LU2315'REDWAY, THENCE 16.3 KM (10.10 MI) WESTERLY ALONG BRICELAND ROAD,
 LU2315'THENCE 0.8 KM (0.50 MI) NORTHWESTERLY ALONG WILDER RIDGE ROAD, 40.0 M
 LU2315'(131.2 FT) SOUTHWEST OF THE CENTER OF A SHARP CURVE, 11.1 M
 LU2315'(36.4 FT) NORTHWEST OF AND LEVEL WITH THE ROAD CENTER, 4.2 M
 LU2315'(13.8 FT) NORTHEAST OF A 24-INCH PINE TREE, 2.8 M (9.2 FT) SOUTHWEST
 LU2315'OF A 16-INCH PINE TREE, 2.7 M (8.9 FT) NORTHWEST OF A 20-INCH FORKED
 LU2315'PINE TREE, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS POST.
 LU2315'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1204 ***********************************************************************
 LV1204  DESIGNATION -  B 1465
 LV1204  PID         -  LV1204
 LV1204  STATE/COUNTY-  CA/HUMBOLDT
 LV1204  USGS QUAD   -  HONEYDEW (1970)
 LV1204
 LV1204                         *CURRENT SURVEY CONTROL
 LV1204  ___________________________________________________________________
 LV1204* NAD 83(1986)-  40 14 18.     (N)    124 07 17.     (W)     SCALED    
 LV1204* NAVD 88     -       101.697  (meters)     333.65   (feet)  ADJUSTED  
 LV1204  ___________________________________________________________________
 LV1204  GEOID HEIGHT-         -30.73  (meters)                     GEOID09
 LV1204  DYNAMIC HT  -         101.646 (meters)     333.48  (feet)  COMP
 LV1204  MODELED GRAV-     980,124.5   (mgal)                       NAVD 88
 LV1204
 LV1204  VERT ORDER  -  FIRST     CLASS II
 LV1204
 LV1204.The horizontal coordinates were scaled from a topographic map and have
 LV1204.an estimated accuracy of +/- 6 seconds.
 LV1204.
 LV1204.The orthometric height was determined by differential leveling and
 LV1204.adjusted in December 1992.
 LV1204
 LV1204.The geoid height was determined by GEOID09.
 LV1204
 LV1204.The dynamic height is computed by dividing the NAVD 88
 LV1204.geopotential number by the normal gravity value computed on the
 LV1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1204.degrees latitude (g = 980.6199 gals.).
 LV1204
 LV1204.The modeled gravity was interpolated from observed gravity values.
 LV1204
 LV1204;                    North         East    Units  Estimated Accuracy
 LV1204;SPC CA 1     -   602,680.    1,819,510.      MT  (+/- 180 meters Scaled)
 LV1204
 LV1204                          SUPERSEDED SURVEY CONTROL
 LV1204
 LV1204  NGVD 29 (12/02/92)  100.754  (m)          330.56   (f) ADJUSTED    1 2
 LV1204
 LV1204.Superseded values are not recommended for survey control.
 LV1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1204.See file dsdata.txt to determine how the superseded data were derived.
 LV1204
 LV1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK046548(NAD 83)
 LV1204
 LV1204_MARKER: I = METAL ROD
 LV1204_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1204_SP_SET: STAINLESS STEEL ROD
 LV1204_STAMPING: B 1465 1992
 LV1204_MARK LOGO: NGS   
 LV1204_PROJECTION: FLUSH
 LV1204_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1204+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1204_ROD/PIPE-DEPTH: 4.5  meters
 LV1204
 LV1204  HISTORY     - Date     Condition        Report By
 LV1204  HISTORY     - 1992     MONUMENTED       NGS
 LV1204
 LV1204                          STATION DESCRIPTION
 LV1204
 LV1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1204'0.6 KM (0.35 MI) SOUTHERLY ALONG WILDER RIDGE ROAD FROM THE JUNCTION
 LV1204'OF MATTOLE ROAD IN HONEYDEW, 11.9 M (39.0 FT) WEST OF THE ROAD
 LV1204'CENTERLINE, 9.0 M (29.5 FT) NORTH OF A UTILITY POLE WITH A GUY CABLE,
 LV1204'7.9 M (25.9 FT) SOUTH OF A BRACED BENCE POST, 1.0 M (3.3 FT) BELOW
 LV1204'THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND
 LV1204'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1206 ***********************************************************************
 LV1206  DESIGNATION -  B 1466
 LV1206  PID         -  LV1206
 LV1206  STATE/COUNTY-  CA/HUMBOLDT
 LV1206  USGS QUAD   -  HONEYDEW (1970)
 LV1206
 LV1206                         *CURRENT SURVEY CONTROL
 LV1206  ___________________________________________________________________
 LV1206* NAD 83(1986)-  40 14 49.     (N)    124 07 21.     (W)     SCALED    
 LV1206* NAVD 88     -       140.716  (meters)     461.67   (feet)  ADJUSTED  
 LV1206  ___________________________________________________________________
 LV1206  GEOID HEIGHT-         -30.74  (meters)                     GEOID09
 LV1206  DYNAMIC HT  -         140.644 (meters)     461.43  (feet)  COMP
 LV1206  MODELED GRAV-     980,112.5   (mgal)                       NAVD 88
 LV1206
 LV1206  VERT ORDER  -  FIRST     CLASS II
 LV1206
 LV1206.The horizontal coordinates were scaled from a topographic map and have
 LV1206.an estimated accuracy of +/- 6 seconds.
 LV1206.
 LV1206.The orthometric height was determined by differential leveling and
 LV1206.adjusted in December 1992.
 LV1206
 LV1206.The geoid height was determined by GEOID09.
 LV1206
 LV1206.The dynamic height is computed by dividing the NAVD 88
 LV1206.geopotential number by the normal gravity value computed on the
 LV1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1206.degrees latitude (g = 980.6199 gals.).
 LV1206
 LV1206.The modeled gravity was interpolated from observed gravity values.
 LV1206
 LV1206;                    North         East    Units  Estimated Accuracy
 LV1206;SPC CA 1     -   603,630.    1,819,430.      MT  (+/- 180 meters Scaled)
 LV1206
 LV1206                          SUPERSEDED SURVEY CONTROL
 LV1206
 LV1206  NGVD 29 (12/02/92)  139.772  (m)          458.57   (f) ADJUSTED    1 2
 LV1206
 LV1206.Superseded values are not recommended for survey control.
 LV1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1206.See file dsdata.txt to determine how the superseded data were derived.
 LV1206
 LV1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK045557(NAD 83)
 LV1206
 LV1206_MARKER: I = METAL ROD
 LV1206_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LV1206+WITH SETTING: INFORMATION.
 LV1206_SP_SET: METAL ROD DRIVEN INTO GROUND
 LV1206_STAMPING: B 1466 1992
 LV1206_MARK LOGO: NGS   
 LV1206_PROJECTION: FLUSH
 LV1206_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1206+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1206_ROD/PIPE-DEPTH: 2.4  meters
 LV1206
 LV1206  HISTORY     - Date     Condition        Report By
 LV1206  HISTORY     - 1992     MONUMENTED       NGS
 LV1206
 LV1206                          STATION DESCRIPTION
 LV1206
 LV1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1206'0.6 KM (0.35 MI) NORTHEASTERLY ALONG MATTOLE ROAD FROM THE JUNCTION OF
 LV1206'WILDER RIDGE ROAD IN HONEYDEW, 38.0 M (124.7 FT) SOUTH OF THE
 LV1206'EXTENDED CENTER OF OLD HINDLEY RANCH ROAD, 19.3 M (63.3 FT) SOUTH OF
 LV1206'A FENCE CORNER, 9.4 M (30.8 FT) WEST OF THE ROAD CENTERLINE, 0.3 M
 LV1206'(1.0 FT) EAST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW
 LV1206'THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LV1206'5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2326 ***********************************************************************
 LU2326  DESIGNATION -  B 1467
 LU2326  PID         -  LU2326
 LU2326  STATE/COUNTY-  CA/HUMBOLDT
 LU2326  USGS QUAD   -  WEOTT (1969)
 LU2326
 LU2326                         *CURRENT SURVEY CONTROL
 LU2326  ___________________________________________________________________
 LU2326* NAD 83(1986)-  40 21 04.     (N)    123 59 17.     (W)     SCALED    
 LU2326* NAVD 88     -        77.579  (meters)     254.52   (feet)  ADJUSTED  
 LU2326  ___________________________________________________________________
 LU2326  GEOID HEIGHT-         -30.56  (meters)                     GEOID09
 LU2326  DYNAMIC HT  -          77.539 (meters)     254.39  (feet)  COMP
 LU2326  MODELED GRAV-     980,112.7   (mgal)                       NAVD 88
 LU2326
 LU2326  VERT ORDER  -  FIRST     CLASS II
 LU2326
 LU2326.The horizontal coordinates were scaled from a topographic map and have
 LU2326.an estimated accuracy of +/- 6 seconds.
 LU2326.
 LU2326.The orthometric height was determined by differential leveling and
 LU2326.adjusted in December 1992.
 LU2326
 LU2326.The geoid height was determined by GEOID09.
 LU2326
 LU2326.The dynamic height is computed by dividing the NAVD 88
 LU2326.geopotential number by the normal gravity value computed on the
 LU2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2326.degrees latitude (g = 980.6199 gals.).
 LU2326
 LU2326.The modeled gravity was interpolated from observed gravity values.
 LU2326
 LU2326;                    North         East    Units  Estimated Accuracy
 LU2326;SPC CA 1     -   614,930.    1,831,130.      MT  (+/- 180 meters Scaled)
 LU2326
 LU2326                          SUPERSEDED SURVEY CONTROL
 LU2326
 LU2326  NGVD 29 (12/02/92)   76.625  (m)          251.39   (f) ADJUSTED    1 2
 LU2326
 LU2326.Superseded values are not recommended for survey control.
 LU2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2326.See file dsdata.txt to determine how the superseded data were derived.
 LU2326
 LU2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK160671(NAD 83)
 LU2326
 LU2326_MARKER: I = METAL ROD
 LU2326_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU2326_SP_SET: STAINLESS STEEL ROD
 LU2326_STAMPING: B 1467 1992
 LU2326_MARK LOGO: NGS   
 LU2326_PROJECTION: FLUSH
 LU2326_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2326+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2326_ROD/PIPE-DEPTH: 6.1  meters
 LU2326
 LU2326  HISTORY     - Date     Condition        Report By
 LU2326  HISTORY     - 1992     MONUMENTED       NGS
 LU2326
 LU2326                          STATION DESCRIPTION
 LU2326
 LU2326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2326'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU2326'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU2326'REDWOOD DRIVE, THENCE 39.6 KM (24.60 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU2326'101, THENCE 6.8 KM (4.20 MI) SOUTHWESTERLY ALONG MATTOLE ROAD, 11.6 M
 LU2326'(38.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A ROAD BRIDGE SPANNING
 LU2326'HARPER CREEK, 9.6 M (31.5 FT) SOUTH OF AND LEVEL WITH THE ROAD
 LU2326'CENTER, AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO
 LU2326'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1277 ***********************************************************************
 LV1277  DESIGNATION -  B 1468
 LV1277  PID         -  LV1277
 LV1277  STATE/COUNTY-  CA/HUMBOLDT
 LV1277  USGS QUAD   -  TAYLOR PEAK (1969)
 LV1277
 LV1277                         *CURRENT SURVEY CONTROL
 LV1277  ___________________________________________________________________
 LV1277* NAD 83(1986)-  40 27 45.     (N)    124 12 28.     (W)     SCALED    
 LV1277* NAVD 88     -       735.795  (meters)    2414.02   (feet)  ADJUSTED  
 LV1277  ___________________________________________________________________
 LV1277  GEOID HEIGHT-         -30.91  (meters)                     GEOID09
 LV1277  DYNAMIC HT  -         735.372 (meters)    2412.63  (feet)  COMP
 LV1277  MODELED GRAV-     980,025.3   (mgal)                       NAVD 88
 LV1277
 LV1277  VERT ORDER  -  FIRST     CLASS II
 LV1277
 LV1277.The horizontal coordinates were scaled from a topographic map and have
 LV1277.an estimated accuracy of +/- 6 seconds.
 LV1277.
 LV1277.The orthometric height was determined by differential leveling and
 LV1277.adjusted in December 1992.
 LV1277
 LV1277.The geoid height was determined by GEOID09.
 LV1277
 LV1277.The dynamic height is computed by dividing the NAVD 88
 LV1277.geopotential number by the normal gravity value computed on the
 LV1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1277.degrees latitude (g = 980.6199 gals.).
 LV1277
 LV1277.The modeled gravity was interpolated from observed gravity values.
 LV1277
 LV1277;                    North         East    Units  Estimated Accuracy
 LV1277;SPC CA 1     -   627,740.    1,812,780.      MT  (+/- 180 meters Scaled)
 LV1277
 LV1277                          SUPERSEDED SURVEY CONTROL
 LV1277
 LV1277  NGVD 29 (12/02/92)  734.792  (m)         2410.73   (f) ADJUSTED    1 2
 LV1277
 LV1277.Superseded values are not recommended for survey control.
 LV1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1277.See file dsdata.txt to determine how the superseded data were derived.
 LV1277
 LV1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK976797(NAD 83)
 LV1277
 LV1277_MARKER: DV = VERTICAL CONTROL DISK
 LV1277_SETTING: 66 = SET IN ROCK OUTCROP
 LV1277_SP_SET: BEDROCK
 LV1277_STAMPING: B 1468 1992
 LV1277_MARK LOGO: NGS   
 LV1277_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1277_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1277+STABILITY: POSITION/ELEVATION WELL
 LV1277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1277+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1277
 LV1277  HISTORY     - Date     Condition        Report By
 LV1277  HISTORY     - 1992     MONUMENTED       NGS
 LV1277
 LV1277                          STATION DESCRIPTION
 LV1277
 LV1277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1277'0.2 KM (0.10 MI) SOUTHEASTERLY ALONG WILDWOOD AVENUE FROM THE POST
 LV1277'OFFICE IN RIO DELL, THENCE 7.9 KM (4.90 MI) SOUTHWESTERLY ALONG
 LV1277'MONUMENT ROAD, THENCE 6.5 KM (4.05 MI) WESTERLY ALONG BEAR RIVER
 LV1277'RIDGE ROAD, NEAR THE NORTHWEST END OF A 10 BY 15-FOOT AREA OF
 LV1277'OUTCROPPING BEDROCK ALONG THE SOUTHWEST SLOPE OF A LARGE OUTCROP,
 LV1277'61.5 M (201.8 FT) NORTHEAST OF THE ROAD CENTER, 1.5 M (4.9 FT) BELOW
 LV1277'THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS
 LV1277'POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0217 ***********************************************************************
 LV0217  DESIGNATION -  B 229
 LV0217  PID         -  LV0217
 LV0217  STATE/COUNTY-  CA/HUMBOLDT
 LV0217  USGS QUAD   -  FERNDALE (1972)
 LV0217
 LV0217                         *CURRENT SURVEY CONTROL
 LV0217  ___________________________________________________________________
 LV0217* NAD 83(1986)-  40 35 40.     (N)    124 15 17.     (W)     SCALED    
 LV0217* NAVD 88     -         6.974  (meters)      22.88   (feet)  ADJUSTED  
 LV0217  ___________________________________________________________________
 LV0217  GEOID HEIGHT-         -31.27  (meters)                     GEOID09
 LV0217  DYNAMIC HT  -           6.971 (meters)      22.87  (feet)  COMP
 LV0217  MODELED GRAV-     980,176.6   (mgal)                       NAVD 88
 LV0217
 LV0217  VERT ORDER  -  FIRST     CLASS II
 LV0217
 LV0217.The horizontal coordinates were scaled from a topographic map and have
 LV0217.an estimated accuracy of +/- 6 seconds.
 LV0217.
 LV0217.The orthometric height was determined by differential leveling and
 LV0217.adjusted in December 1992.
 LV0217
 LV0217.The geoid height was determined by GEOID09.
 LV0217
 LV0217.The dynamic height is computed by dividing the NAVD 88
 LV0217.geopotential number by the normal gravity value computed on the
 LV0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0217.degrees latitude (g = 980.6199 gals.).
 LV0217
 LV0217.The modeled gravity was interpolated from observed gravity values.
 LV0217
 LV0217;                    North         East    Units  Estimated Accuracy
 LV0217;SPC CA 1     -   642,490.    1,809,180.      MT  (+/- 180 meters Scaled)
 LV0217
 LV0217                          SUPERSEDED SURVEY CONTROL
 LV0217
 LV0217  NGVD 29 (12/02/92)    5.992  (m)           19.66   (f) ADJUSTED    1 2
 LV0217
 LV0217.Superseded values are not recommended for survey control.
 LV0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0217.See file dsdata.txt to determine how the superseded data were derived.
 LV0217
 LV0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK938944(NAD 83)
 LV0217
 LV0217_MARKER: DB = BENCH MARK DISK
 LV0217_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0217_SP_SET: PREFAB CONC. POST IN EARTH
 LV0217_STAMPING: B 229 1935
 LV0217_MARK LOGO: NGS   
 LV0217_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0217+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 LV0217
 LV0217  HISTORY     - Date     Condition        Report By
 LV0217  HISTORY     - 1935     MONUMENTED       CGS
 LV0217  HISTORY     - 1979     GOOD             CADT
 LV0217  HISTORY     - 19921022 GOOD             NGS
 LV0217
 LV0217                          STATION DESCRIPTION
 LV0217
 LV0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LV0217'1.2 MI NE FROM FERNDALE.
 LV0217'1.2 MILES NORTHEAST ALONG THE FERNBRIDGE ROAD FROM FERNDALE,
 LV0217'HUMBOLDT COUNTY, 32 YARDS NORTH OF THE ARLYNDA SERVICE STATION IN
 LV0217'1935, 21 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 12 FEET
 LV0217'SOUTH OF A PICKET-FENCE CORNER, AND 8 FEET SOUTH OF A POWER
 LV0217'POLE.  A STANDARD DISK, STAMPED B 229 1935 AND SET IN THE TOP OF
 LV0217'A CONCRETE POST.
 LV0217
 LV0217                          STATION RECOVERY (1979)
 LV0217
 LV0217'RECOVERY NOTE BY CALTRANS 1979
 LV0217'IT IS 1 FT. WEST OF THE BOARD FENCE ON THE WEST SIDE OF THE FIRST
 LV0217'HOUSE EAST OF MARKER ST. ON THE SOUTH SIDE OF PORT KENYON RD., 6.0
 LV0217'FT. SOUTH OF THE NORTH END POST OF THE SAME FENCE, 7.3 FT. SOUTH OF
 LV0217'THE CENTER OF THE POWER POLE AT THE NORTH END OF THE FENCE, AND IT IS
 LV0217'BURIED 0.1 FT.
 LV0217
 LV0217                          STATION RECOVERY (1992)
 LV0217
 LV0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0217'1.5 KM (0.95 MI) NORTHEASTERLY ALONG STATE HIGHWAY 211 (MAIN STREET)
 LV0217'FROM THE POST OFFICE IN FERNDALE, THENCE 0.6 KM (0.35 MI) NORTHERLY
 LV0217'ALONG MARKET STREET, 29.1 M (95.5 FT) EAST OF THE EXTENDED CENTERLINE
 LV0217'OF MARKET STREET, 10.7 M (35.1 FT) NORTH OF THE NORTHWEST CORNER OF A
 LV0217'HOUSE, 7.8 M (25.6 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF PORT
 LV0217'KENYON ROAD, 7.2 M (23.6 FT) NORTHWEST OF A FLAG POLE, 6.5 M
 LV0217'(21.3 FT) WEST OF THE WEST EDGE OF A SIDEWALK, 21.2 M (69.6 FT) SOUTH
 LV0217'OF A UTILITY POLE WITH 2 TRANSFORMERS, AND THE MONUMENT IS RECESSED
 LV0217'0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0382 ***********************************************************************
 LV0382  DESIGNATION -  B 230
 LV0382  PID         -  LV0382
 LV0382  STATE/COUNTY-  CA/HUMBOLDT
 LV0382  USGS QUAD   -  HONEYDEW (1970)
 LV0382
 LV0382                         *CURRENT SURVEY CONTROL
 LV0382  ___________________________________________________________________
 LV0382* NAD 83(1986)-  40 13 58.     (N)    124 06 59.     (W)     SCALED    
 LV0382* NAVD 88     -       110.512  (meters)     362.57   (feet)  ADJUSTED  
 LV0382  ___________________________________________________________________
 LV0382  GEOID HEIGHT-         -30.73  (meters)                     GEOID09
 LV0382  DYNAMIC HT  -         110.458 (meters)     362.39  (feet)  COMP
 LV0382  MODELED GRAV-     980,134.1   (mgal)                       NAVD 88
 LV0382
 LV0382  VERT ORDER  -  FIRST     CLASS II
 LV0382
 LV0382.The horizontal coordinates were scaled from a topographic map and have
 LV0382.an estimated accuracy of +/- 6 seconds.
 LV0382.
 LV0382.The orthometric height was determined by differential leveling and
 LV0382.adjusted in December 1992.
 LV0382
 LV0382.The geoid height was determined by GEOID09.
 LV0382
 LV0382.The dynamic height is computed by dividing the NAVD 88
 LV0382.geopotential number by the normal gravity value computed on the
 LV0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0382.degrees latitude (g = 980.6199 gals.).
 LV0382
 LV0382.The modeled gravity was interpolated from observed gravity values.
 LV0382
 LV0382;                    North         East    Units  Estimated Accuracy
 LV0382;SPC CA 1     -   602,050.    1,819,920.      MT  (+/- 180 meters Scaled)
 LV0382
 LV0382                          SUPERSEDED SURVEY CONTROL
 LV0382
 LV0382  NGVD 29 (12/02/92)  109.570  (m)          359.48   (f) ADJUSTED    1 2
 LV0382
 LV0382.Superseded values are not recommended for survey control.
 LV0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0382.See file dsdata.txt to determine how the superseded data were derived.
 LV0382
 LV0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK050541(NAD 83)
 LV0382
 LV0382_MARKER: DB = BENCH MARK DISK
 LV0382_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0382_SP_SET: PREFAB CONC. POST IN EARTH
 LV0382_STAMPING: B 230 1935
 LV0382_MARK LOGO: CGS   
 LV0382_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0382+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1992
 LV0382
 LV0382  HISTORY     - Date     Condition        Report By
 LV0382  HISTORY     - 1935     MONUMENTED       CGS
 LV0382  HISTORY     - 1972     GOOD             USGS
 LV0382  HISTORY     - 19920826 GOOD             NGS
 LV0382
 LV0382                          STATION DESCRIPTION
 LV0382
 LV0382'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LV0382'1 MI S FROM HONEYDEW.
 LV0382'1.0 MILE SOUTH ALONG THE WILDER RIDGE ROAD FROM HONEYDEW, 250
 LV0382'FT. SOUTH OF THE V.D. SHINN HOUSE IN 1972, 74 FT. WEST OF THE
 LV0382'CENTERLINE OF THE ROAD, INSIDE A STOCK CORRAL, AT THE WEST EDGE OF
 LV0382'SCALE HOUSE AND 12 1/2 FT. SOUTH OF THE NW CORNER OF THE SCALE
 LV0382'HOUSE.  A STANDARD DISK SET IN TOP OF A CONCRETE POST PROJECTING
 LV0382'1 FT.
 LV0382
 LV0382                          STATION RECOVERY (1992)
 LV0382
 LV0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0382'1.4 KM (0.85 MI) SOUTHERLY ALONG WILDER RIDGE ROAD FROM THE JUNCTION
 LV0382'OF MATTOLE ROAD IN HONEYDEW, 22.3 M (73.2 FT) WEST OF THE ROAD
 LV0382'CENTER, 3.7 M (12.1 FT) SOUTH OF THE NORTHWEST CORNER OF A SHED, 2.5
 LV0382'M (8.2 FT) NORTH OF THE SOUTHWEST CORNER OF THE SHED, 0.3 M (1.0 FT)
 LV0382'ABOVE THE LEVEL OF THE ROAD, 0.1 M (0.3 FT) WEST OF THE WEST FACE OF
 LV0382'THE SHED, AND THE MONUMENT PROJECTS 0.4 M (1.3 FT) ABOVE THE GROUND
 LV0382'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY DON SHINN, POST
 LV0382'OFFICE BOX 84, HONEYDEW, CA 95545, TELEPHONE NUMBER (707) 629-3537.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0243 ***********************************************************************
 LV0243  DESIGNATION -  C 1087 RESET
 LV0243  PID         -  LV0243
 LV0243  STATE/COUNTY-  CA/HUMBOLDT
 LV0243  USGS QUAD   -  FORTUNA (1972)
 LV0243
 LV0243                         *CURRENT SURVEY CONTROL
 LV0243  ___________________________________________________________________
 LV0243* NAD 83(1986)-  40 37 01.     (N)    124 11 59.     (W)     SCALED    
 LV0243* NAVD 88     -        32.909  (meters)     107.97   (feet)  ADJUSTED  
 LV0243  ___________________________________________________________________
 LV0243  GEOID HEIGHT-         -31.09  (meters)                     GEOID09
 LV0243  DYNAMIC HT  -          32.894 (meters)     107.92  (feet)  COMP
 LV0243  MODELED GRAV-     980,169.1   (mgal)                       NAVD 88
 LV0243
 LV0243  VERT ORDER  -  FIRST     CLASS II
 LV0243
 LV0243.The horizontal coordinates were scaled from a topographic map and have
 LV0243.an estimated accuracy of +/- 6 seconds.
 LV0243.
 LV0243.The orthometric height was determined by differential leveling and
 LV0243.adjusted in December 1992.
 LV0243
 LV0243.The geoid height was determined by GEOID09.
 LV0243
 LV0243.The dynamic height is computed by dividing the NAVD 88
 LV0243.geopotential number by the normal gravity value computed on the
 LV0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0243.degrees latitude (g = 980.6199 gals.).
 LV0243
 LV0243.The modeled gravity was interpolated from observed gravity values.
 LV0243
 LV0243;                    North         East    Units  Estimated Accuracy
 LV0243;SPC CA 1     -   644,870.    1,813,900.      MT  (+/- 180 meters Scaled)
 LV0243
 LV0243                          SUPERSEDED SURVEY CONTROL
 LV0243
 LV0243  NAVD 88 (06/15/91)   32.917  (m)          108.00   (f) UNKNOWN     1 2
 LV0243  NGVD 29 (12/02/92)   31.923  (m)          104.73   (f) ADJUSTED    1 2
 LV0243
 LV0243.Superseded values are not recommended for survey control.
 LV0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0243.See file dsdata.txt to determine how the superseded data were derived.
 LV0243
 LV0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK985969(NAD 83)
 LV0243
 LV0243_MARKER: DB = BENCH MARK DISK
 LV0243_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0243_SP_SET: HEADWALL
 LV0243_STAMPING: C 1087 1967 RESET 1970
 LV0243_MARK LOGO: CADH  
 LV0243_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0243+STABILITY: SURFACE MOTION
 LV0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0243+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 LV0243
 LV0243  HISTORY     - Date     Condition        Report By
 LV0243  HISTORY     - 1970     MONUMENTED       CADH
 LV0243  HISTORY     - 19880224 GOOD             NGS
 LV0243  HISTORY     - 19920727 GOOD             NGS
 LV0243
 LV0243                          STATION DESCRIPTION
 LV0243
 LV0243'DESCRIBED BY CA DIV OF HIGHWAYS 1970
 LV0243'2 MI N FROM FORTUNA.
 LV0243'2 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FORTUNA, AT MILE POST
 LV0243'63.69, ATTACHED TO THE TOP OF THE SOUTH END OF A CULVERT HEADWALL
 LV0243'BY EPOXY, 65 FEET EASTERLY AND 10 FEET LOWER THAN THE CENTER
 LV0243'LINE OF THE HIGHWAY.
 LV0243
 LV0243                          STATION RECOVERY (1988)
 LV0243
 LV0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0243'RECOVERED IN GOOD CONDITION.
 LV0243
 LV0243                          STATION RECOVERY (1992)
 LV0243
 LV0243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0243'3.4 KM (2.10 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0243'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, IN
 LV0243'TOP OF AND 0.2 M (0.7 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 LV0243'NORTHEAST CONCRETE HEADWALL OF A CULVERT AT MILEPOST 63.69, 19.8 M
 LV0243'(65.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LV0243'HIGHWAY, AND 3.0 M (9.8 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1185 ***********************************************************************
 LV1185  DESIGNATION -  C 1463
 LV1185  PID         -  LV1185
 LV1185  STATE/COUNTY-  CA/HUMBOLDT
 LV1185  USGS QUAD   -  SCOTIA (1970)
 LV1185
 LV1185                         *CURRENT SURVEY CONTROL
 LV1185  ___________________________________________________________________
 LV1185* NAD 83(1986)-  40 29 57.     (N)    124 05 57.     (W)     SCALED    
 LV1185* NAVD 88     -        37.357  (meters)     122.56   (feet)  ADJUSTED  
 LV1185  ___________________________________________________________________
 LV1185  GEOID HEIGHT-         -30.83  (meters)                     GEOID09
 LV1185  DYNAMIC HT  -          37.339 (meters)     122.50  (feet)  COMP
 LV1185  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 LV1185
 LV1185  VERT ORDER  -  FIRST     CLASS II
 LV1185
 LV1185.The horizontal coordinates were scaled from a topographic map and have
 LV1185.an estimated accuracy of +/- 6 seconds.
 LV1185.
 LV1185.The orthometric height was determined by differential leveling and
 LV1185.adjusted in December 1992.
 LV1185
 LV1185.The geoid height was determined by GEOID09.
 LV1185
 LV1185.The dynamic height is computed by dividing the NAVD 88
 LV1185.geopotential number by the normal gravity value computed on the
 LV1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1185.degrees latitude (g = 980.6199 gals.).
 LV1185
 LV1185.The modeled gravity was interpolated from observed gravity values.
 LV1185
 LV1185;                    North         East    Units  Estimated Accuracy
 LV1185;SPC CA 1     -   631,580.    1,822,090.      MT  (+/- 180 meters Scaled)
 LV1185
 LV1185                          SUPERSEDED SURVEY CONTROL
 LV1185
 LV1185  NGVD 29 (12/02/92)   36.381  (m)          119.36   (f) ADJUSTED    1 2
 LV1185
 LV1185.Superseded values are not recommended for survey control.
 LV1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1185.See file dsdata.txt to determine how the superseded data were derived.
 LV1185
 LV1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK068837(NAD 83)
 LV1185
 LV1185_MARKER: DV = VERTICAL CONTROL DISK
 LV1185_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV1185_SP_SET: PIER
 LV1185_STAMPING: C 1463 1992
 LV1185_MARK LOGO: NGS   
 LV1185_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1185_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1185+STABILITY: POSITION/ELEVATION WELL
 LV1185_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1185+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1185
 LV1185  HISTORY     - Date     Condition        Report By
 LV1185  HISTORY     - 1992     MONUMENTED       NGS
 LV1185
 LV1185                          STATION DESCRIPTION
 LV1185
 LV1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1185'IN RIO DELL, AT THE INTERSECTION OF DAVIS STREET AND U.S. HIGHWAY 101,
 LV1185'SET VERTICALLY IN THE NORTH FACE OF THE MOST NORTHERLY CONCRETE
 LV1185'COLUMN OF THE CENTER PIER OF THE STREET OVERPASS OF THE HIGHWAY, 10.9
 LV1185'M (35.8 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 LV1185'HIGHWAY, 10.6 M (34.8 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND
 LV1185'LANES OF THE HIGHWAY, 4.6 M (15.1 FT) NORTH OF THE STREET CENTER, 1.4
 LV1185'M (4.6 FT) ABOVE THE GROUND SURFACE, AND 1.0 M (3.3 FT) ABOVE THE
 LV1185'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2316 ***********************************************************************
 LU2316  DESIGNATION -  C 1464
 LU2316  PID         -  LU2316
 LU2316  STATE/COUNTY-  CA/HUMBOLDT
 LU2316  USGS QUAD   -  BRICELAND (1969)
 LU2316
 LU2316                         *CURRENT SURVEY CONTROL
 LU2316  ___________________________________________________________________
 LU2316* NAD 83(1986)-  40 05 56.     (N)    123 56 58.     (W)     SCALED    
 LU2316* NAVD 88     -       470.898  (meters)    1544.94   (feet)  ADJUSTED  
 LU2316  ___________________________________________________________________
 LU2316  GEOID HEIGHT-         -30.60  (meters)                     GEOID09
 LU2316  DYNAMIC HT  -         470.641 (meters)    1544.09  (feet)  COMP
 LU2316  MODELED GRAV-     980,064.7   (mgal)                       NAVD 88
 LU2316
 LU2316  VERT ORDER  -  FIRST     CLASS II
 LU2316
 LU2316.The horizontal coordinates were scaled from a topographic map and have
 LU2316.an estimated accuracy of +/- 6 seconds.
 LU2316.
 LU2316.The orthometric height was determined by differential leveling and
 LU2316.adjusted in December 1992.
 LU2316
 LU2316.The geoid height was determined by GEOID09.
 LU2316
 LU2316.The dynamic height is computed by dividing the NAVD 88
 LU2316.geopotential number by the normal gravity value computed on the
 LU2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2316.degrees latitude (g = 980.6199 gals.).
 LU2316
 LU2316.The modeled gravity was interpolated from observed gravity values.
 LU2316
 LU2316;                    North         East    Units  Estimated Accuracy
 LU2316;SPC CA 1     -   586,860.    1,833,790.      MT  (+/- 180 meters Scaled)
 LU2316
 LU2316                          SUPERSEDED SURVEY CONTROL
 LU2316
 LU2316  NGVD 29 (12/02/92)  469.966  (m)         1541.88   (f) ADJUSTED    1 2
 LU2316
 LU2316.Superseded values are not recommended for survey control.
 LU2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2316.See file dsdata.txt to determine how the superseded data were derived.
 LU2316
 LU2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK190391(NAD 83)
 LU2316
 LU2316_MARKER: I = METAL ROD
 LU2316_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU2316_SP_SET: STAINLESS STEEL ROD
 LU2316_STAMPING: C 1464 1992
 LU2316_MARK LOGO: NGS   
 LU2316_PROJECTION: FLUSH
 LU2316_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2316+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2316_ROD/PIPE-DEPTH: 7.2  meters
 LU2316
 LU2316  HISTORY     - Date     Condition        Report By
 LU2316  HISTORY     - 1992     MONUMENTED       NGS
 LU2316
 LU2316                          STATION DESCRIPTION
 LU2316
 LU2316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2316'0.1 KM (0.05 MI) NORTHERLY ALONG REDWOOD DRIVE FROM THE POST OFFICE IN
 LU2316'REDWAY, THENCE 16.3 KM (10.10 MI) WESTERLY ALONG BRICELAND ROAD,
 LU2316'THENCE 1.8 KM (1.10 MI) NORTHWESTERLY ALONG WILDER RIDGE ROAD, AT THE
 LU2316'NORTHEAST END OF A PULLOUT, 11.2 M (36.7 FT) SOUTHEAST OF THE ROAD
 LU2316'CENTER, 9.0 M (29.5 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD, 0.3
 LU2316'M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.2 M (0.7 FT) SOUTHWEST
 LU2316'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LU2316'5-INCH LOGO CAP.  THE MARK IS ON PROPERTY OWNED BY PETER LAWSKY, POST
 LU2316'OFFICE BOX 1077-1077, REDWAY, CA 95560, TELEPHONE NUMBER (707)
 LU2316'986-7488.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1205 ***********************************************************************
 LV1205  DESIGNATION -  C 1465
 LV1205  PID         -  LV1205
 LV1205  STATE/COUNTY-  CA/HUMBOLDT
 LV1205  USGS QUAD   -  HONEYDEW (1970)
 LV1205
 LV1205                         *CURRENT SURVEY CONTROL
 LV1205  ___________________________________________________________________
 LV1205* NAD 83(1986)-  40 14 36.     (N)    124 07 24.     (W)     SCALED    
 LV1205* NAVD 88     -       105.055  (meters)     344.67   (feet)  ADJUSTED  
 LV1205  ___________________________________________________________________
 LV1205  GEOID HEIGHT-         -30.74  (meters)                     GEOID09
 LV1205  DYNAMIC HT  -         105.001 (meters)     344.49  (feet)  COMP
 LV1205  MODELED GRAV-     980,118.2   (mgal)                       NAVD 88
 LV1205
 LV1205  VERT ORDER  -  FIRST     CLASS II
 LV1205
 LV1205.The horizontal coordinates were scaled from a topographic map and have
 LV1205.an estimated accuracy of +/- 6 seconds.
 LV1205.
 LV1205.The orthometric height was determined by differential leveling and
 LV1205.adjusted in December 1992.
 LV1205
 LV1205.The geoid height was determined by GEOID09.
 LV1205
 LV1205.The dynamic height is computed by dividing the NAVD 88
 LV1205.geopotential number by the normal gravity value computed on the
 LV1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1205.degrees latitude (g = 980.6199 gals.).
 LV1205
 LV1205.The modeled gravity was interpolated from observed gravity values.
 LV1205
 LV1205;                    North         East    Units  Estimated Accuracy
 LV1205;SPC CA 1     -   603,230.    1,819,350.      MT  (+/- 180 meters Scaled)
 LV1205
 LV1205                          SUPERSEDED SURVEY CONTROL
 LV1205
 LV1205  NGVD 29 (12/02/92)  104.111  (m)          341.57   (f) ADJUSTED    1 2
 LV1205
 LV1205.Superseded values are not recommended for survey control.
 LV1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1205.See file dsdata.txt to determine how the superseded data were derived.
 LV1205
 LV1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK044553(NAD 83)
 LV1205
 LV1205_MARKER: I = METAL ROD
 LV1205_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LV1205+WITH SETTING: INFORMATION.
 LV1205_SP_SET: METAL ROD DRIVEN INTO GROUND
 LV1205_STAMPING: C 1465 1992
 LV1205_MARK LOGO: NGS   
 LV1205_PROJECTION: FLUSH
 LV1205_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1205_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1205+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1205_ROD/PIPE-DEPTH: 2.8  meters
 LV1205
 LV1205  HISTORY     - Date     Condition        Report By
 LV1205  HISTORY     - 1992     MONUMENTED       NGS
 LV1205
 LV1205                          STATION DESCRIPTION
 LV1205
 LV1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1205'IN HONEYDEW, AT THE INTERSECTION OF WILDER RIDGE AND MATTOLE ROADS,
 LV1205'39.1 M (128.3 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE POST
 LV1205'OFFICE, 14.7 M (48.2 FT) WEST OF THE CENTER OF WILDER RIDGE ROAD,
 LV1205'12.4 M (40.7 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF MATTOLE
 LV1205'ROAD, 1.9 M (6.2 FT) NORTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE
 LV1205'SLAB SUPPORTING 2 TELEPHONE BOOTHS, 1.0 M (3.3 FT) WEST OF THE WEST
 LV1205'LEG OF AN AREA INFORMATION SIGN, AND 0.2 M (0.7 FT) NORTH OF A
 LV1205'WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LV1205'LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1207 ***********************************************************************
 LV1207  DESIGNATION -  C 1466
 LV1207  PID         -  LV1207
 LV1207  STATE/COUNTY-  CA/HUMBOLDT
 LV1207  USGS QUAD   -  HONEYDEW (1970)
 LV1207
 LV1207                         *CURRENT SURVEY CONTROL
 LV1207  ___________________________________________________________________
 LV1207* NAD 83(1986)-  40 14 59.     (N)    124 07 23.     (W)     SCALED    
 LV1207* NAVD 88     -       208.920  (meters)     685.43   (feet)  ADJUSTED  
 LV1207  ___________________________________________________________________
 LV1207  GEOID HEIGHT-         -30.74  (meters)                     GEOID09
 LV1207  DYNAMIC HT  -         208.813 (meters)     685.08  (feet)  COMP
 LV1207  MODELED GRAV-     980,108.3   (mgal)                       NAVD 88
 LV1207
 LV1207  VERT ORDER  -  FIRST     CLASS II
 LV1207
 LV1207.The horizontal coordinates were scaled from a topographic map and have
 LV1207.an estimated accuracy of +/- 6 seconds.
 LV1207.
 LV1207.The orthometric height was determined by differential leveling and
 LV1207.adjusted in December 1992.
 LV1207
 LV1207.The geoid height was determined by GEOID09.
 LV1207
 LV1207.The dynamic height is computed by dividing the NAVD 88
 LV1207.geopotential number by the normal gravity value computed on the
 LV1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1207.degrees latitude (g = 980.6199 gals.).
 LV1207
 LV1207.The modeled gravity was interpolated from observed gravity values.
 LV1207
 LV1207;                    North         East    Units  Estimated Accuracy
 LV1207;SPC CA 1     -   603,940.    1,819,390.      MT  (+/- 180 meters Scaled)
 LV1207
 LV1207                          SUPERSEDED SURVEY CONTROL
 LV1207
 LV1207  NGVD 29 (12/02/92)  207.976  (m)          682.33   (f) ADJUSTED    1 2
 LV1207
 LV1207.Superseded values are not recommended for survey control.
 LV1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1207.See file dsdata.txt to determine how the superseded data were derived.
 LV1207
 LV1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK044560(NAD 83)
 LV1207
 LV1207_MARKER: I = METAL ROD
 LV1207_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1207_SP_SET: STAINLESS STEEL ROD
 LV1207_STAMPING: C 1466 1992
 LV1207_MARK LOGO: NGS   
 LV1207_PROJECTION: FLUSH
 LV1207_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1207+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1207_ROD/PIPE-DEPTH: 9.7  meters
 LV1207
 LV1207  HISTORY     - Date     Condition        Report By
 LV1207  HISTORY     - 1992     MONUMENTED       NGS
 LV1207
 LV1207                          STATION DESCRIPTION
 LV1207
 LV1207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1207'1.4 KM (0.85 MI) NORTHEASTERLY ALONG MATTOLE ROAD FROM THE JUNCTION OF
 LV1207'WILDER RIDGE ROAD IN HONEYDEW, 22.3 M (73.2 FT) SOUTHWEST OF THE
 LV1207'CENTER OF A RAVINE, 9.2 M (30.2 FT) NORTHWEST OF THE ROAD CENTERLINE,
 LV1207'0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.2 M (0.7 FT)
 LV1207'SOUTHEAST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS
 LV1207'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2327 ***********************************************************************
 LU2327  DESIGNATION -  C 1467
 LU2327  PID         -  LU2327
 LU2327  STATE/COUNTY-  CA/HUMBOLDT
 LU2327  USGS QUAD   -  WEOTT (1969)
 LU2327
 LU2327                         *CURRENT SURVEY CONTROL
 LU2327  ___________________________________________________________________
 LU2327* NAD 83(1986)-  40 21 04.     (N)    123 57 49.     (W)     SCALED    
 LU2327* NAVD 88     -        59.508  (meters)     195.24   (feet)  ADJUSTED  
 LU2327  ___________________________________________________________________
 LU2327  GEOID HEIGHT-         -30.55  (meters)                     GEOID09
 LU2327  DYNAMIC HT  -          59.478 (meters)     195.14  (feet)  COMP
 LU2327  MODELED GRAV-     980,116.2   (mgal)                       NAVD 88
 LU2327
 LU2327  VERT ORDER  -  FIRST     CLASS II
 LU2327
 LU2327.The horizontal coordinates were scaled from a topographic map and have
 LU2327.an estimated accuracy of +/- 6 seconds.
 LU2327.
 LU2327.The orthometric height was determined by differential leveling and
 LU2327.adjusted in December 1992.
 LU2327
 LU2327.The geoid height was determined by GEOID09.
 LU2327
 LU2327.The dynamic height is computed by dividing the NAVD 88
 LU2327.geopotential number by the normal gravity value computed on the
 LU2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2327.degrees latitude (g = 980.6199 gals.).
 LU2327
 LU2327.The modeled gravity was interpolated from observed gravity values.
 LU2327
 LU2327;                    North         East    Units  Estimated Accuracy
 LU2327;SPC CA 1     -   614,880.    1,833,210.      MT  (+/- 180 meters Scaled)
 LU2327
 LU2327                          SUPERSEDED SURVEY CONTROL
 LU2327
 LU2327  NGVD 29 (12/02/92)   58.555  (m)          192.11   (f) ADJUSTED    1 2
 LU2327
 LU2327.Superseded values are not recommended for survey control.
 LU2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2327.See file dsdata.txt to determine how the superseded data were derived.
 LU2327
 LU2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK181671(NAD 83)
 LU2327
 LU2327_MARKER: I = METAL ROD
 LU2327_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU2327_SP_SET: STAINLESS STEEL ROD
 LU2327_STAMPING: C 1467 1992
 LU2327_MARK LOGO: NGS   
 LU2327_PROJECTION: FLUSH
 LU2327_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2327+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2327_ROD/PIPE-DEPTH: 4.6  meters
 LU2327
 LU2327  HISTORY     - Date     Condition        Report By
 LU2327  HISTORY     - 1992     MONUMENTED       NGS
 LU2327
 LU2327                          STATION DESCRIPTION
 LU2327
 LU2327'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2327'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU2327'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU2327'REDWOOD DRIVE, THENCE 39.6 KM (24.60 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU2327'101, THENCE 4.6 KM (2.85 MI) SOUTHWESTERLY ALONG MATTOLE ROAD, 18.7 M
 LU2327'(61.4 FT) WEST OF THE CENTER OF COW CREEK, 5.6 M (18.4 FT) NORTH OF
 LU2327'AND LEVEL WITH THE ROAD CENTER, AND 0.2 M (0.7 FT) SOUTH OF A WITNESS
 LU2327'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1278 ***********************************************************************
 LV1278  FBN         -  This is a Federal Base Network Control Station.
 LV1278  DESIGNATION -  C 1468
 LV1278  PID         -  LV1278
 LV1278  STATE/COUNTY-  CA/HUMBOLDT
 LV1278  USGS QUAD   -  TAYLOR PEAK (1969)
 LV1278
 LV1278                         *CURRENT SURVEY CONTROL
 LV1278  ___________________________________________________________________
 LV1278* NAD 83(2007)-  40 26 53.05854(N)    124 09 20.32811(W)     ADJUSTED  
 LV1278* NAVD 88     -       642.917  (meters)    2109.30   (feet)  ADJUSTED  
 LV1278  ___________________________________________________________________
 LV1278  EPOCH DATE  -        2007.00
 LV1278  X           -  -2,729,198.837 (meters)                     COMP
 LV1278  Y           -  -4,022,588.851 (meters)                     COMP
 LV1278  Z           -   4,116,370.600 (meters)                     COMP
 LV1278  LAPLACE CORR-           3.19  (seconds)                    DEFLEC09
 LV1278  ELLIP HEIGHT-         612.148 (meters)          (02/10/07) ADJUSTED
 LV1278  GEOID HEIGHT-         -30.78  (meters)                     GEOID09
 LV1278  DYNAMIC HT  -         642.550 (meters)    2108.10  (feet)  COMP
 LV1278
 LV1278  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV1278  Type    PID    Designation                      North   East  Ellip
 LV1278  -------------------------------------------------------------------
 LV1278  NETWORK LV1278 C 1468                            0.98   1.23   5.64
 LV1278  -------------------------------------------------------------------
 LV1278  MODELED GRAV-     980,032.6   (mgal)                       NAVD 88
 LV1278
 LV1278  VERT ORDER  -  FIRST     CLASS II
 LV1278
 LV1278.ITRF positions are available for this station.
 LV1278
 LV1278.The horizontal coordinates were established by GPS observations
 LV1278.and adjusted by the National Geodetic Survey in February 2007.
 LV1278
 LV1278.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV1278.See National Readjustment for more information. 
 LV1278
 LV1278.The horizontal coordinates are valid at the epoch date displayed above
 LV1278.which is a decimal equivalence of Year/Month/Day.
 LV1278
 LV1278.The orthometric height was determined by differential leveling and
 LV1278.adjusted in December 1992.
 LV1278
 LV1278.WARNING-GPS observations at this control monument resulted in a GPS
 LV1278.derived orthometric height which differed from the leveled height by
 LV1278.more than one decimeter (0.1 meter).
 LV1278
 LV1278.Photographs are available for this station.
 LV1278
 LV1278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV1278
 LV1278.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV1278
 LV1278.The ellipsoidal height was determined by GPS observations
 LV1278.and is referenced to NAD 83.
 LV1278
 LV1278.The geoid height was determined by GEOID09.
 LV1278
 LV1278.The dynamic height is computed by dividing the NAVD 88
 LV1278.geopotential number by the normal gravity value computed on the
 LV1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1278.degrees latitude (g = 980.6199 gals.).
 LV1278
 LV1278.The modeled gravity was interpolated from observed gravity values.
 LV1278
 LV1278;                    North         East     Units Scale Factor Converg.
 LV1278;SPC CA 1     -   626,026.902 1,817,163.394   MT  0.99991732   -1 24 34.4
 LV1278;SPC CA 1     - 2,053,889.93  5,961,810.24   sFT  0.99991732   -1 24 34.4
 LV1278;UTM  10      - 4,478,131.961   402,001.069   MT  0.99971822   -0 44 59.3
 LV1278
 LV1278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV1278!SPC CA 1     -   0.99990398  x   0.99991732  =   0.99982131
 LV1278!UTM  10      -   0.99990398  x   0.99971822  =   0.99962223
 LV1278
 LV1278                          SUPERSEDED SURVEY CONTROL
 LV1278
 LV1278  NAD 83(1998)-  40 26 53.05047(N)    124 09 20.32588(W) AD(1998.50) A
 LV1278  ELLIP H (04/06/00)  612.222  (m)                       GP(1998.50) 3 1
 LV1278  NAD 83(1992)-  40 26 53.05002(N)    124 09 20.30147(W) AD(1991.36) B
 LV1278  ELLIP H (12/09/96)  612.565  (m)                       GP(1991.36) 1 1
 LV1278  NAVD 88 (04/06/00)  642.8    (m)         2109.     (f) GPS OBS        
 LV1278  NAVD 88 (12/09/96)  643.0    (m)         2110.     (f) GPS OBS        
 LV1278  NGVD 29 (12/02/92)  641.916  (m)         2106.02   (f) ADJUSTED    1 2
 LV1278
 LV1278.Superseded values are not recommended for survey control.
 LV1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1278.See file dsdata.txt to determine how the superseded data were derived.
 LV1278
 LV1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK0200178131(NAD 83)
 LV1278
 LV1278_MARKER: I = METAL ROD
 LV1278_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1278_SP_SET: STAINLESS STEEL ROD
 LV1278_STAMPING: C 1468 1992
 LV1278_MARK LOGO: NGS   
 LV1278_PROJECTION: FLUSH
 LV1278_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1278+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2011
 LV1278_ROD/PIPE-DEPTH: 8.4  meters
 LV1278
 LV1278  HISTORY     - Date     Condition        Report By
 LV1278  HISTORY     - 1992     MONUMENTED       NGS
 LV1278  HISTORY     - 19940420 GOOD             NGS
 LV1278  HISTORY     - 19980729 GOOD             CADT
 LV1278  HISTORY     - 20110802 GOOD             WATER
 LV1278
 LV1278                          STATION DESCRIPTION
 LV1278
 LV1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1278'0.2 KM (0.10 MI) SOUTHEASTERLY ALONG WILDWOOD AVENUE FROM THE POST
 LV1278'OFFICE IN RIO DELL, THENCE 7.9 KM (4.90 MI) SOUTHWESTERLY ALONG
 LV1278'MONUMENT ROAD, THENCE 1.4 KM (0.85 MI) WESTERLY ALONG BEAR RIVER
 LV1278'RIDGE ROAD, 8.0 M (26.2 FT) SOUTH OF THE CENTER OF THE ROAD AND A
 LV1278'CATTLE GUARD, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M
 LV1278'(1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 LV1278'POINT IS THROUGH A 5-INCH LOGO CAP.
 LV1278
 LV1278                          STATION RECOVERY (1994)
 LV1278
 LV1278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 LV1278'THE STATION IS LOCATED ABOUT 37 KM (23.00 MI) SOUTH OF EUREKA, 7 KM
 LV1278'(4.35 MI) SOUTHWEST OF RIO DELL, AND ON THE SOUTH SIDE OF BEAR RIVER
 LV1278'RIDGE ROAD. OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION.$TO
 LV1278'REACH THE STATION FROM THE POST OFFICE IN RIO DELL GO SOUTHEASTERLY ON
 LV1278'WILDWOOD AVENUE FOR 0.2 KM (0.10 MI) TO THE JUNCTION OF MONUMENT ROAD.
 LV1278'TURN RIGHT AND GO SOUTHWESTERLY ON MONUMENT ROAD FOR 7.9 KM (4.90 MI)
 LV1278'TO BEAR RIVER RIDGE ROAD.  TURN RIGHT AND GO WESTERLY ON BEAR RIVER
 LV1278'RIDGE ROAD FOR 1.4 KM (0.85 MI) TO A CATTLE GUARD AND THE STATION ON
 LV1278'THE LEFT.$STATION IS A PUNCH HOLE TOP CENTER OF A STAINLESS STEEL ROD
 LV1278'ENCASED IN A 12.7 CM PVC PIPE WITH LOGO CAP FLUSH TO THE GROUND.  IT
 LV1278'IS 8.0 M (26.2 FT) SOUTH OF THE CENTER OF THE ROAD AND CATTLE GUARD,
 LV1278'0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF
 LV1278'A WITNESS POST AND FENCE.
 LV1278
 LV1278                          STATION RECOVERY (1998)
 LV1278
 LV1278'RECOVERY NOTE BY CALTRANS 1998 (WGV)
 LV1278'RECOVERED AS DESCRIBED.
 LV1278
 LV1278                          STATION RECOVERY (2011)
 LV1278
 LV1278'RECOVERY NOTE BY WATERSHED SCIENCES 2011 (PWH)
 LV1278'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1290 ***********************************************************************
 LU1290  DESIGNATION -  D 1085
 LU1290  PID         -  LU1290
 LU1290  STATE/COUNTY-  CA/HUMBOLDT
 LU1290  USGS QUAD   -  MYERS FLAT (1969)
 LU1290
 LU1290                         *CURRENT SURVEY CONTROL
 LU1290  ___________________________________________________________________
 LU1290* NAD 83(1986)-  40 16 04.     (N)    123 50 54.     (W)     SCALED    
 LU1290* NAVD 88     -        64.916  (meters)     212.98   (feet)  ADJUSTED  
 LU1290  ___________________________________________________________________
 LU1290  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU1290  DYNAMIC HT  -          64.882 (meters)     212.87  (feet)  COMP
 LU1290  MODELED GRAV-     980,100.0   (mgal)                       NAVD 88
 LU1290
 LU1290  VERT ORDER  -  FIRST     CLASS II
 LU1290
 LU1290.The horizontal coordinates were scaled from a topographic map and have
 LU1290.an estimated accuracy of +/- 6 seconds.
 LU1290.
 LU1290.The orthometric height was determined by differential leveling and
 LU1290.adjusted in December 1992.
 LU1290
 LU1290.The geoid height was determined by GEOID09.
 LU1290
 LU1290.The dynamic height is computed by dividing the NAVD 88
 LU1290.geopotential number by the normal gravity value computed on the
 LU1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1290.degrees latitude (g = 980.6199 gals.).
 LU1290
 LU1290.The modeled gravity was interpolated from observed gravity values.
 LU1290
 LU1290;                    North         East    Units  Estimated Accuracy
 LU1290;SPC CA 1     -   605,420.    1,842,800.      MT  (+/- 180 meters Scaled)
 LU1290
 LU1290                          SUPERSEDED SURVEY CONTROL
 LU1290
 LU1290  NAVD 88 (06/15/91)   64.916  (m)          212.98   (f) UNKNOWN     1 2
 LU1290  NGVD 29 (12/02/92)   63.979  (m)          209.90   (f) ADJUSTED    1 2
 LU1290
 LU1290.Superseded values are not recommended for survey control.
 LU1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1290.See file dsdata.txt to determine how the superseded data were derived.
 LU1290
 LU1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK278578(NAD 83)
 LU1290
 LU1290_MARKER: DB = BENCH MARK DISK
 LU1290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1290_SP_SET: HEADWALL
 LU1290_STAMPING: D 1085 1967
 LU1290_MARK LOGO: CGS   
 LU1290_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1290+STABILITY: SURFACE MOTION
 LU1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1290+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 LU1290
 LU1290  HISTORY     - Date     Condition        Report By
 LU1290  HISTORY     - 1967     MONUMENTED       CGS
 LU1290  HISTORY     - 19880328 GOOD             NGS
 LU1290  HISTORY     - 19920729 GOOD             NGS
 LU1290  HISTORY     - 20021029 GOOD             CADPR
 LU1290
 LU1290                          STATION DESCRIPTION
 LU1290
 LU1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1290'3.2 MI N FROM MIRANDA.
 LU1290'3.2 MILES NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1290'HIGH SCHOOL AT MIRANDA, AT THE NORTH END OF A CURVE AROUND A
 LU1290'ROCK CUT, IN THE TOP AND 0.8 FOOT SOUTH OF THE NORTH END OF THE
 LU1290'CONCRETE HEAD WALL OF 24-INCH PIPE CULVERT 9.64, 17 FEET EAST OF
 LU1290'THE CENTER LINE OF THE AVENUE, AND ABOUT LEVEL WITH THE AVENUE.
 LU1290
 LU1290                          STATION RECOVERY (1988)
 LU1290
 LU1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1290'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.4 KM (15.80
 LU1290'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1290'GARBERVILLE, THENCE 15.7 KM (9.75 MI) NORTHERLY ALONG THE AVENUE OF
 LU1290'THE GIANTS.
 LU1290
 LU1290                          STATION RECOVERY (1992)
 LU1290
 LU1290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1290'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1290'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1290'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1290'101, THENCE 15.8 KM (9.80 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1290'GIANTS, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF THE
 LU1290'EAST CONCRETE HEADWALL OF A PIPE CULVERT AT MILEPOST 9.64, AT THE
 LU1290'NORTH END OF A CURVE, 5.2 M (17.1 FT) EAST OF THE CENTERLINE OF THE
 LU1290'AVENUE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE AVENUE.
 LU1290
 LU1290                          STATION RECOVERY (2002)
 LU1290
 LU1290'RECOVERY NOTE BY CA DEPT PARKS REC 2002 (DBK)
 LU1290'DESCRIPTION GOOD EXCEPT THE DISK IS 1.0 FEET SOUTH OF THE NORTH END OF
 LU1290'THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1489 ***********************************************************************
 LU1489  DESIGNATION -  D 1086
 LU1489  PID         -  LU1489
 LU1489  STATE/COUNTY-  CA/HUMBOLDT
 LU1489  USGS QUAD   -  REDCREST (1969)
 LU1489
 LU1489                         *CURRENT SURVEY CONTROL
 LU1489  ___________________________________________________________________
 LU1489* NAD 83(1986)-  40 25 40.     (N)    123 59 00.     (W)     SCALED    
 LU1489* NAVD 88     -        66.060  (meters)     216.73   (feet)  ADJUSTED  
 LU1489  ___________________________________________________________________
 LU1489  GEOID HEIGHT-         -30.58  (meters)                     GEOID09
 LU1489  DYNAMIC HT  -          66.027 (meters)     216.62  (feet)  COMP
 LU1489  MODELED GRAV-     980,122.0   (mgal)                       NAVD 88
 LU1489
 LU1489  VERT ORDER  -  FIRST     CLASS II
 LU1489
 LU1489.The horizontal coordinates were scaled from a topographic map and have
 LU1489.an estimated accuracy of +/- 6 seconds.
 LU1489.
 LU1489.The orthometric height was determined by differential leveling and
 LU1489.adjusted in December 1992.
 LU1489
 LU1489.The geoid height was determined by GEOID09.
 LU1489
 LU1489.The dynamic height is computed by dividing the NAVD 88
 LU1489.geopotential number by the normal gravity value computed on the
 LU1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1489.degrees latitude (g = 980.6199 gals.).
 LU1489
 LU1489.The modeled gravity was interpolated from observed gravity values.
 LU1489
 LU1489;                    North         East    Units  Estimated Accuracy
 LU1489;SPC CA 1     -   623,430.    1,831,730.      MT  (+/- 180 meters Scaled)
 LU1489
 LU1489                          SUPERSEDED SURVEY CONTROL
 LU1489
 LU1489  NAVD 88 (06/15/91)   66.083  (m)          216.81   (f) UNKNOWN     1 2
 LU1489  NGVD 29 (12/02/92)   65.096  (m)          213.57   (f) ADJUSTED    1 2
 LU1489
 LU1489.Superseded values are not recommended for survey control.
 LU1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1489.See file dsdata.txt to determine how the superseded data were derived.
 LU1489
 LU1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK165757(NAD 83)
 LU1489
 LU1489_MARKER: DB = BENCH MARK DISK
 LU1489_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1489_SP_SET: RETAINING WALL
 LU1489_STAMPING: D 1086 1967
 LU1489_MARK LOGO: CGS   
 LU1489_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1489+STABILITY: SURFACE MOTION
 LU1489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1489+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LU1489
 LU1489  HISTORY     - Date     Condition        Report By
 LU1489  HISTORY     - 1967     MONUMENTED       CGS
 LU1489  HISTORY     - 19880228 GOOD             NGS
 LU1489  HISTORY     - 19920728 GOOD             NGS
 LU1489
 LU1489                          STATION DESCRIPTION
 LU1489
 LU1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1489'14.8 MI N FROM MYERS FLAT.
 LU1489'14.75 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1489'OVERPASS AT MYERS FLAT, 0.25 MILE SOUTH OF A BRIDGE OVER BEAR
 LU1489'CREEK, IN THE TOP AND 0.2 FOOT SOUTH OF THE NORTH END OF A CONCRETE
 LU1489'RETAINING WALL FOR A CATCH BASIN, 45 FEET WEST OF THE CENTER
 LU1489'LINE OF THE HIGHWAY, AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
 LU1489
 LU1489                          STATION RECOVERY (1988)
 LU1489
 LU1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1489'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  30.0 KM (18.65
 LU1489'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LU1489'FORTUNA.
 LU1489
 LU1489                          STATION RECOVERY (1992)
 LU1489
 LU1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1489'30.0 KM (18.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LU1489'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LU1489'IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF A CONCRETE
 LU1489'RETAINING WALL FOR A CATCH BASIN AT MILEPOST 42.77, 0.4 KM (0.25 MI)
 LU1489'SOUTH OF A HIGHWAY BRIDGE SPANNING BEAR CREEK, 13.7 M (44.9 FT) WEST
 LU1489'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 1.1 M
 LU1489'(3.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1879 ***********************************************************************
 LU1879  DESIGNATION -  D 1404 X
 LU1879  PID         -  LU1879
 LU1879  STATE/COUNTY-  CA/HUMBOLDT
 LU1879  USGS QUAD   -  MIRANDA (1970)
 LU1879
 LU1879                         *CURRENT SURVEY CONTROL
 LU1879  ___________________________________________________________________
 LU1879* NAD 83(1986)-  40 13 40.     (N)    123 49 22.     (W)     SCALED    
 LU1879* NAVD 88     -       115.355  (meters)     378.46   (feet)  ADJUSTED  
 LU1879  ___________________________________________________________________
 LU1879  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU1879  DYNAMIC HT  -         115.294 (meters)     378.26  (feet)  COMP
 LU1879  MODELED GRAV-     980,091.5   (mgal)                       NAVD 88
 LU1879
 LU1879  VERT ORDER  -  FIRST     CLASS II
 LU1879
 LU1879.The horizontal coordinates were scaled from a topographic map and have
 LU1879.an estimated accuracy of +/- 6 seconds.
 LU1879.
 LU1879.The orthometric height was determined by differential leveling and
 LU1879.adjusted in December 1992.
 LU1879
 LU1879.The geoid height was determined by GEOID09.
 LU1879
 LU1879.The dynamic height is computed by dividing the NAVD 88
 LU1879.geopotential number by the normal gravity value computed on the
 LU1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1879.degrees latitude (g = 980.6199 gals.).
 LU1879
 LU1879.The modeled gravity was interpolated from observed gravity values.
 LU1879
 LU1879;                    North         East    Units  Estimated Accuracy
 LU1879;SPC CA 1     -   600,930.    1,844,880.      MT  (+/- 180 meters Scaled)
 LU1879
 LU1879                          SUPERSEDED SURVEY CONTROL
 LU1879
 LU1879  NAVD 88 (06/15/91)  115.359  (m)          378.47   (f) UNKNOWN     1 2
 LU1879  NGVD 29 (12/02/92)  114.428  (m)          375.42   (f) ADJUSTED    1 2
 LU1879
 LU1879.Superseded values are not recommended for survey control.
 LU1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1879.See file dsdata.txt to determine how the superseded data were derived.
 LU1879
 LU1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK300533(NAD 83)
 LU1879
 LU1879_MARKER: I = METAL ROD
 LU1879_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1879_SP_SET: STAINLESS STEEL ROD
 LU1879_STAMPING: D 1404 X 1988
 LU1879_MARK LOGO: NGS   
 LU1879_PROJECTION: FLUSH
 LU1879_MAGNETIC: I = MARKER IS A STEEL ROD
 LU1879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1879+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1879_ROD/PIPE-DEPTH: 7.4  meters
 LU1879
 LU1879  HISTORY     - Date     Condition        Report By
 LU1879  HISTORY     - 1988     MONUMENTED       NGS
 LU1879  HISTORY     - 19920729 GOOD             NGS
 LU1879
 LU1879                          STATION DESCRIPTION
 LU1879
 LU1879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1879'10.5 KM (6.50 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LU1879'OFFICE IN GARBERVILLE, THENCE 9.3 KM (5.80 MI) NORTHERLY ALONG THE
 LU1879'AVENUE OF THE GIANTS, 0.9 KM (0.55 MI) SOUTH OF THE MIRANDA POST
 LU1879'OFFICE, 8.0 M (26.2 FT) WEST OF THE CENTERLINE OF THE ROAD, 5.0 M
 LU1879'(16.4 FT) SOUTHEAST OF THE WEST END OF CULVERT NUMBER 5.75, 1.0 M
 LU1879'(3.3 FT) SOUTH OF UTILITY POLE NUMBER 4, 0.3 M (1.0 FT) BELOW THE
 LU1879'LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) EAST OF A WITNESS POST.
 LU1879'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LU1879
 LU1879                          STATION RECOVERY (1992)
 LU1879
 LU1879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1879'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1879'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1879'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1879'101, THENCE 9.5 KM (5.90 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1879'GIANTS, 0.9 KM (0.55 MI) SOUTH OF THE MIRANDA POST OFFICE, 8.0 M
 LU1879'(26.2 FT) WEST OF THE CENTERLINE OF THE ROAD, 5.0 M (16.4 FT)
 LU1879'SOUTHEAST OF THE WEST END OF A CULVERT AT MILEPOST 5.75, 1.0 M
 LU1879'(3.3 FT) SOUTH OF UTILITY POLE NUMBER 4, 0.3 M (1.0 FT) BELOW THE
 LU1879'LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) EAST OF A WITNESS POST.
 LU1879'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2293 ***********************************************************************
 LU2293  DESIGNATION -  D 1463
 LU2293  PID         -  LU2293
 LU2293  STATE/COUNTY-  CA/HUMBOLDT
 LU2293  USGS QUAD   -  MYERS FLAT (1969)
 LU2293
 LU2293                         *CURRENT SURVEY CONTROL
 LU2293  ___________________________________________________________________
 LU2293* NAD 83(1986)-  40 15 21.     (N)    123 49 18.     (W)     SCALED    
 LU2293* NAVD 88     -        66.681  (meters)     218.77   (feet)  ADJUSTED  
 LU2293  ___________________________________________________________________
 LU2293  GEOID HEIGHT-         -30.43  (meters)                     GEOID09
 LU2293  DYNAMIC HT  -          66.644 (meters)     218.65  (feet)  COMP
 LU2293  MODELED GRAV-     980,078.3   (mgal)                       NAVD 88
 LU2293
 LU2293  VERT ORDER  -  FIRST     CLASS II
 LU2293
 LU2293.The horizontal coordinates were scaled from a topographic map and have
 LU2293.an estimated accuracy of +/- 6 seconds.
 LU2293.
 LU2293.The orthometric height was determined by differential leveling and
 LU2293.adjusted in December 1992.
 LU2293
 LU2293.The geoid height was determined by GEOID09.
 LU2293
 LU2293.The dynamic height is computed by dividing the NAVD 88
 LU2293.geopotential number by the normal gravity value computed on the
 LU2293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2293.degrees latitude (g = 980.6199 gals.).
 LU2293
 LU2293.The modeled gravity was interpolated from observed gravity values.
 LU2293
 LU2293;                    North         East    Units  Estimated Accuracy
 LU2293;SPC CA 1     -   604,040.    1,845,040.      MT  (+/- 180 meters Scaled)
 LU2293
 LU2293                          SUPERSEDED SURVEY CONTROL
 LU2293
 LU2293  NGVD 29 (12/02/92)   65.745  (m)          215.70   (f) ADJUSTED    1 2
 LU2293
 LU2293.Superseded values are not recommended for survey control.
 LU2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2293.See file dsdata.txt to determine how the superseded data were derived.
 LU2293
 LU2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK301564(NAD 83)
 LU2293
 LU2293_MARKER: I = METAL ROD
 LU2293_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU2293_SP_SET: STAINLESS STEEL ROD
 LU2293_STAMPING: D 1463 1992
 LU2293_MARK LOGO: NGS   
 LU2293_PROJECTION: FLUSH
 LU2293_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2293+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2293_ROD/PIPE-DEPTH: 15.8 meters
 LU2293
 LU2293  HISTORY     - Date     Condition        Report By
 LU2293  HISTORY     - 1992     MONUMENTED       NGS
 LU2293
 LU2293                          STATION DESCRIPTION
 LU2293
 LU2293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2293'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU2293'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU2293'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU2293'101, THENCE 12.8 KM (7.95 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU2293'GIANTS, 8.7 M (28.5 FT) NORTHEAST OF AND LEVEL WITH THE AVENUE
 LU2293'CENTERLINE, 0.4 M (1.3 FT) NORTHWEST OF THE NORTHWEST END OF A SIGN
 LU2293'(JENSEN GROVE), AND 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2317 ***********************************************************************
 LU2317  DESIGNATION -  D 1464
 LU2317  PID         -  LU2317
 LU2317  STATE/COUNTY-  CA/HUMBOLDT
 LU2317  USGS QUAD   -  BRICELAND (1969)
 LU2317
 LU2317                         *CURRENT SURVEY CONTROL
 LU2317  ___________________________________________________________________
 LU2317* NAD 83(1986)-  40 06 29.     (N)    123 57 22.     (W)     SCALED    
 LU2317* NAVD 88     -       456.856  (meters)    1498.87   (feet)  ADJUSTED  
 LU2317  ___________________________________________________________________
 LU2317  GEOID HEIGHT-         -30.60  (meters)                     GEOID09
 LU2317  DYNAMIC HT  -         456.604 (meters)    1498.04  (feet)  COMP
 LU2317  MODELED GRAV-     980,060.7   (mgal)                       NAVD 88
 LU2317
 LU2317  VERT ORDER  -  FIRST     CLASS II
 LU2317
 LU2317.The horizontal coordinates were scaled from a topographic map and have
 LU2317.an estimated accuracy of +/- 6 seconds.
 LU2317.
 LU2317.The orthometric height was determined by differential leveling and
 LU2317.adjusted in December 1992.
 LU2317
 LU2317.The geoid height was determined by GEOID09.
 LU2317
 LU2317.The dynamic height is computed by dividing the NAVD 88
 LU2317.geopotential number by the normal gravity value computed on the
 LU2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2317.degrees latitude (g = 980.6199 gals.).
 LU2317
 LU2317.The modeled gravity was interpolated from observed gravity values.
 LU2317
 LU2317;                    North         East    Units  Estimated Accuracy
 LU2317;SPC CA 1     -   587,890.    1,833,240.      MT  (+/- 180 meters Scaled)
 LU2317
 LU2317                          SUPERSEDED SURVEY CONTROL
 LU2317
 LU2317  NGVD 29 (12/02/92)  455.920  (m)         1495.80   (f) ADJUSTED    1 2
 LU2317
 LU2317.Superseded values are not recommended for survey control.
 LU2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2317.See file dsdata.txt to determine how the superseded data were derived.
 LU2317
 LU2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK185401(NAD 83)
 LU2317
 LU2317_MARKER: DV = VERTICAL CONTROL DISK
 LU2317_SETTING: 66 = SET IN ROCK OUTCROP
 LU2317_SP_SET: BEDROCK
 LU2317_STAMPING: D 1464 1992
 LU2317_MARK LOGO: NGS   
 LU2317_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU2317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2317+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2317
 LU2317  HISTORY     - Date     Condition        Report By
 LU2317  HISTORY     - 1992     MONUMENTED       NGS
 LU2317
 LU2317                          STATION DESCRIPTION
 LU2317
 LU2317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2317'0.1 KM (0.05 MI) NORTHERLY ALONG REDWOOD DRIVE FROM THE POST OFFICE IN
 LU2317'REDWAY, THENCE 16.3 KM (10.10 MI) WESTERLY ALONG BRICELAND ROAD,
 LU2317'THENCE 3.2 KM (2.00 MI) NORTHWESTERLY ALONG WILDER RIDGE ROAD, NEAR
 LU2317'THE CENTER OF A 1 BY 2-FOOT EXPOSED AREA OF BEDROCK IN A ROAD CUT, ON
 LU2317'THE INSIDE OF A CURVE, 6.9 M (22.6 FT) NORTHEAST OF THE ROAD CENTER,
 LU2317'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.2 M (0.7 FT)
 LU2317'NORTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1230 ***********************************************************************
 LV1230  DESIGNATION -  D 1465
 LV1230  PID         -  LV1230
 LV1230  STATE/COUNTY-  CA/HUMBOLDT
 LV1230  USGS QUAD   -  SHUBRICK PEAK (1997)
 LV1230
 LV1230                         *CURRENT SURVEY CONTROL
 LV1230  ___________________________________________________________________
 LV1230* NAD 83(1986)-  40 14 17.     (N)    124 07 59.     (W)     SCALED    
 LV1230* NAVD 88     -       115.461  (meters)     378.81   (feet)  ADJUSTED  
 LV1230  ___________________________________________________________________
 LV1230  GEOID HEIGHT-         -30.75  (meters)                     GEOID09
 LV1230  DYNAMIC HT  -         115.403 (meters)     378.62  (feet)  COMP
 LV1230  MODELED GRAV-     980,117.9   (mgal)                       NAVD 88
 LV1230
 LV1230  VERT ORDER  -  FIRST     CLASS II
 LV1230
 LV1230.The horizontal coordinates were scaled from a topographic map and have
 LV1230.an estimated accuracy of +/- 6 seconds.
 LV1230.
 LV1230.The orthometric height was determined by differential leveling and
 LV1230.adjusted in December 1992.
 LV1230
 LV1230.The geoid height was determined by GEOID09.
 LV1230
 LV1230.The dynamic height is computed by dividing the NAVD 88
 LV1230.geopotential number by the normal gravity value computed on the
 LV1230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1230.degrees latitude (g = 980.6199 gals.).
 LV1230
 LV1230.The modeled gravity was interpolated from observed gravity values.
 LV1230
 LV1230;                    North         East    Units  Estimated Accuracy
 LV1230;SPC CA 1     -   602,670.    1,818,510.      MT  (+/- 180 meters Scaled)
 LV1230
 LV1230                          SUPERSEDED SURVEY CONTROL
 LV1230
 LV1230  NGVD 29 (12/02/92)  114.517  (m)          375.71   (f) ADJUSTED    1 2
 LV1230
 LV1230.Superseded values are not recommended for survey control.
 LV1230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1230.See file dsdata.txt to determine how the superseded data were derived.
 LV1230
 LV1230_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK036547(NAD 83)
 LV1230
 LV1230_MARKER: I = METAL ROD
 LV1230_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1230_SP_SET: STAINLESS STEEL ROD
 LV1230_STAMPING: D 1465 1992
 LV1230_MARK LOGO: NGS   
 LV1230_PROJECTION: RECESSED 3 CENTIMETERS
 LV1230_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1230+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2010
 LV1230_ROD/PIPE-DEPTH: 7.0  meters
 LV1230
 LV1230  HISTORY     - Date     Condition        Report By
 LV1230  HISTORY     - 1992     MONUMENTED       NGS
 LV1230  HISTORY     - 20100302 GOOD             CADF
 LV1230
 LV1230                          STATION DESCRIPTION
 LV1230
 LV1230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1230'1.1 KM (0.70 MI) WESTERLY ALONG MATTOLE ROAD FROM THE JUNCTION OF
 LV1230'WILDER RIDGE ROAD IN HONEYDEW, 30.8 M (101.0 FT) NORTHEAST OF THE
 LV1230'CENTER OF AN ENTRANCE TO A PARKING AREA, 26.3 M (86.3 FT) SOUTHWEST
 LV1230'OF THE CENTER OF A DRIVEWAY LEADING TO A MATTOLE FOREST FIRE STATION,
 LV1230'7.2 M (23.6 FT) SOUTHEAST OF AND LEVEL WITH THE ROAD CENTERLINE, AND
 LV1230'0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS
 LV1230'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LV1230
 LV1230                          STATION RECOVERY (2010)
 LV1230
 LV1230'RECOVERY NOTE BY CALIFORNIA DEPARTMENT OF FORESTRY 2010 (DBK)
 LV1230'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1208 ***********************************************************************
 LV1208  DESIGNATION -  D 1466
 LV1208  PID         -  LV1208
 LV1208  STATE/COUNTY-  CA/HUMBOLDT
 LV1208  USGS QUAD   -  BULL CREEK (1969)
 LV1208
 LV1208                         *CURRENT SURVEY CONTROL
 LV1208  ___________________________________________________________________
 LV1208* NAD 83(1986)-  40 15 14.     (N)    124 07 18.     (W)     SCALED    
 LV1208* NAVD 88     -       317.510  (meters)    1041.70   (feet)  ADJUSTED  
 LV1208  ___________________________________________________________________
 LV1208  GEOID HEIGHT-         -30.74  (meters)                     GEOID09
 LV1208  DYNAMIC HT  -         317.346 (meters)    1041.16  (feet)  COMP
 LV1208  MODELED GRAV-     980,099.4   (mgal)                       NAVD 88
 LV1208
 LV1208  VERT ORDER  -  FIRST     CLASS II
 LV1208
 LV1208.The horizontal coordinates were scaled from a topographic map and have
 LV1208.an estimated accuracy of +/- 6 seconds.
 LV1208.
 LV1208.The orthometric height was determined by differential leveling and
 LV1208.adjusted in December 1992.
 LV1208
 LV1208.The geoid height was determined by GEOID09.
 LV1208
 LV1208.The dynamic height is computed by dividing the NAVD 88
 LV1208.geopotential number by the normal gravity value computed on the
 LV1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1208.degrees latitude (g = 980.6199 gals.).
 LV1208
 LV1208.The modeled gravity was interpolated from observed gravity values.
 LV1208
 LV1208;                    North         East    Units  Estimated Accuracy
 LV1208;SPC CA 1     -   604,400.    1,819,520.      MT  (+/- 180 meters Scaled)
 LV1208
 LV1208                          SUPERSEDED SURVEY CONTROL
 LV1208
 LV1208  NGVD 29 (12/02/92)  316.566  (m)         1038.60   (f) ADJUSTED    1 2
 LV1208
 LV1208.Superseded values are not recommended for survey control.
 LV1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1208.See file dsdata.txt to determine how the superseded data were derived.
 LV1208
 LV1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK046565(NAD 83)
 LV1208
 LV1208_MARKER: I = METAL ROD
 LV1208_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1208_SP_SET: STAINLESS STEEL ROD
 LV1208_STAMPING: D 1466 1992
 LV1208_MARK LOGO: NGS   
 LV1208_PROJECTION: FLUSH
 LV1208_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1208+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1208_ROD/PIPE-DEPTH: 8.5  meters
 LV1208
 LV1208  HISTORY     - Date     Condition        Report By
 LV1208  HISTORY     - 1992     MONUMENTED       NGS
 LV1208
 LV1208                          STATION DESCRIPTION
 LV1208
 LV1208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1208'2.9 KM (1.80 MI) NORTHEASTERLY ALONG MATTOLE ROAD FROM THE JUNCTION OF
 LV1208'WILDER RIDGE ROAD IN HONEYDEW, ON THE INSIDE OF A SWITCH BACK, 16.4 M
 LV1208'(53.8 FT) EAST OF THE CENTER OF THE DOWN HILL SIDE OF THE ROAD, 10.5
 LV1208'M (34.4 FT) NORTHWEST OF AND LEVEL WITH THE ROAD CENTER, AND 0.2 M
 LV1208'(0.7 FT) SOUTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS
 LV1208'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2328 ***********************************************************************
 LU2328  DESIGNATION -  D 1467
 LU2328  PID         -  LU2328
 LU2328  STATE/COUNTY-  CA/HUMBOLDT
 LU2328  USGS QUAD   -  WEOTT (1969)
 LU2328
 LU2328                         *CURRENT SURVEY CONTROL
 LU2328  ___________________________________________________________________
 LU2328* NAD 83(1986)-  40 20 35.     (N)    123 56 26.     (W)     SCALED    
 LU2328* NAVD 88     -        58.488  (meters)     191.89   (feet)  ADJUSTED  
 LU2328  ___________________________________________________________________
 LU2328  GEOID HEIGHT-         -30.53  (meters)                     GEOID09
 LU2328  DYNAMIC HT  -          58.458 (meters)     191.79  (feet)  COMP
 LU2328  MODELED GRAV-     980,117.4   (mgal)                       NAVD 88
 LU2328
 LU2328  VERT ORDER  -  FIRST     CLASS II
 LU2328
 LU2328.The horizontal coordinates were scaled from a topographic map and have
 LU2328.an estimated accuracy of +/- 6 seconds.
 LU2328.
 LU2328.The orthometric height was determined by differential leveling and
 LU2328.adjusted in December 1992.
 LU2328
 LU2328.The geoid height was determined by GEOID09.
 LU2328
 LU2328.The dynamic height is computed by dividing the NAVD 88
 LU2328.geopotential number by the normal gravity value computed on the
 LU2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2328.degrees latitude (g = 980.6199 gals.).
 LU2328
 LU2328.The modeled gravity was interpolated from observed gravity values.
 LU2328
 LU2328;                    North         East    Units  Estimated Accuracy
 LU2328;SPC CA 1     -   613,940.    1,835,150.      MT  (+/- 180 meters Scaled)
 LU2328
 LU2328                          SUPERSEDED SURVEY CONTROL
 LU2328
 LU2328  NGVD 29 (12/02/92)   57.534  (m)          188.76   (f) ADJUSTED    1 2
 LU2328
 LU2328.Superseded values are not recommended for survey control.
 LU2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2328.See file dsdata.txt to determine how the superseded data were derived.
 LU2328
 LU2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK201662(NAD 83)
 LU2328
 LU2328_MARKER: I = METAL ROD
 LU2328_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU2328_SP_SET: STAINLESS STEEL ROD
 LU2328_STAMPING: D 1467 1992
 LU2328_MARK LOGO: NGS   
 LU2328_PROJECTION: FLUSH
 LU2328_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2328_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2328+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2328_ROD/PIPE-DEPTH: 4.9  meters
 LU2328
 LU2328  HISTORY     - Date     Condition        Report By
 LU2328  HISTORY     - 1992     MONUMENTED       NGS
 LU2328
 LU2328                          STATION DESCRIPTION
 LU2328
 LU2328'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2328'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU2328'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU2328'REDWOOD DRIVE, THENCE 39.6 KM (24.60 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU2328'101, THENCE 2.2 KM (1.35 MI) SOUTHWESTERLY ALONG MATTOLE ROAD, 9.9 M
 LU2328'(32.5 FT) EAST OF THE CENTER OF THE MOST EASTERLY OF 2 ENTRANCE ROADS
 LU2328'LEADING TO LOWER BULL CREEK FLAT, 9.0 M (29.5 FT) SOUTHEAST OF AND
 LU2328'LEVEL WITH THE ROAD CENTER, 0.5 M (1.6 FT) SOUTHWEST OF THE SOUTHWEST
 LU2328'END OF A SIGN (ROCKEFELLER FOREST LOWER BULL CREEK FLAT), AND 0.2 M
 LU2328'(0.7 FT) NORTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 LU2328'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1279 ***********************************************************************
 LV1279  DESIGNATION -  D 1468
 LV1279  PID         -  LV1279
 LV1279  STATE/COUNTY-  CA/HUMBOLDT
 LV1279  USGS QUAD   -  TAYLOR PEAK (1969)
 LV1279
 LV1279                         *CURRENT SURVEY CONTROL
 LV1279  ___________________________________________________________________
 LV1279* NAD 83(1986)-  40 27 23.     (N)    124 08 17.     (W)     SCALED    
 LV1279* NAVD 88     -       499.573  (meters)    1639.02   (feet)  ADJUSTED  
 LV1279  ___________________________________________________________________
 LV1279  GEOID HEIGHT-         -30.79  (meters)                     GEOID09
 LV1279  DYNAMIC HT  -         499.302 (meters)    1638.13  (feet)  COMP
 LV1279  MODELED GRAV-     980,068.1   (mgal)                       NAVD 88
 LV1279
 LV1279  VERT ORDER  -  FIRST     CLASS II
 LV1279
 LV1279.The horizontal coordinates were scaled from a topographic map and have
 LV1279.an estimated accuracy of +/- 6 seconds.
 LV1279.
 LV1279.The orthometric height was determined by differential leveling and
 LV1279.adjusted in December 1992.
 LV1279
 LV1279.The geoid height was determined by GEOID09.
 LV1279
 LV1279.The dynamic height is computed by dividing the NAVD 88
 LV1279.geopotential number by the normal gravity value computed on the
 LV1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1279.degrees latitude (g = 980.6199 gals.).
 LV1279
 LV1279.The modeled gravity was interpolated from observed gravity values.
 LV1279
 LV1279;                    North         East    Units  Estimated Accuracy
 LV1279;SPC CA 1     -   626,910.    1,818,680.      MT  (+/- 180 meters Scaled)
 LV1279
 LV1279                          SUPERSEDED SURVEY CONTROL
 LV1279
 LV1279  NGVD 29 (12/02/92)  498.585  (m)         1635.77   (f) ADJUSTED    1 2
 LV1279
 LV1279.Superseded values are not recommended for survey control.
 LV1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1279.See file dsdata.txt to determine how the superseded data were derived.
 LV1279
 LV1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK035790(NAD 83)
 LV1279
 LV1279_MARKER: I = METAL ROD
 LV1279_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1279_SP_SET: STAINLESS STEEL ROD
 LV1279_STAMPING: D 1468 1992
 LV1279_MARK LOGO: NGS   
 LV1279_PROJECTION: FLUSH
 LV1279_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1279+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1279_ROD/PIPE-DEPTH: 7.9  meters
 LV1279
 LV1279  HISTORY     - Date     Condition        Report By
 LV1279  HISTORY     - 1992     MONUMENTED       NGS
 LV1279
 LV1279                          STATION DESCRIPTION
 LV1279
 LV1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1279'0.2 KM (0.10 MI) SOUTHEASTERLY ALONG WILDWOOD AVENUE FROM THE POST
 LV1279'OFFICE IN RIO DELL, THENCE 7.2 KM (4.45 MI) SOUTHWESTERLY ALONG
 LV1279'MONUMENT ROAD, 18.8 M (61.7 FT) NORTH OF THE NORTHWEST CORNER OF A
 LV1279'CATTLE GUARD, 5.7 M (18.7 FT) WEST OF AND LEVEL WITH THE ROAD CENTER,
 LV1279'0.9 M (3.0 FT) SOUTH OF UTILITY POLE NUMBER 73, AND 0.2 M (0.7 FT)
 LV1279'EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LV1279'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1292 ***********************************************************************
 LU1292  DESIGNATION -  E 1085
 LU1292  PID         -  LU1292
 LU1292  STATE/COUNTY-  CA/HUMBOLDT
 LU1292  USGS QUAD   -  MYERS FLAT (1969)
 LU1292
 LU1292                         *CURRENT SURVEY CONTROL
 LU1292  ___________________________________________________________________
 LU1292* NAD 83(1986)-  40 16 56.     (N)    123 51 24.     (W)     SCALED    
 LU1292* NAVD 88     -        64.108  (meters)     210.33   (feet)  ADJUSTED  
 LU1292  ___________________________________________________________________
 LU1292  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU1292  DYNAMIC HT  -          64.075 (meters)     210.22  (feet)  COMP
 LU1292  MODELED GRAV-     980,098.7   (mgal)                       NAVD 88
 LU1292
 LU1292  VERT ORDER  -  FIRST     CLASS II
 LU1292
 LU1292.The horizontal coordinates were scaled from a topographic map and have
 LU1292.an estimated accuracy of +/- 6 seconds.
 LU1292.
 LU1292.The orthometric height was determined by differential leveling and
 LU1292.adjusted in December 1992.
 LU1292
 LU1292.The geoid height was determined by GEOID09.
 LU1292
 LU1292.The dynamic height is computed by dividing the NAVD 88
 LU1292.geopotential number by the normal gravity value computed on the
 LU1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1292.degrees latitude (g = 980.6199 gals.).
 LU1292
 LU1292.The modeled gravity was interpolated from observed gravity values.
 LU1292
 LU1292;                    North         East    Units  Estimated Accuracy
 LU1292;SPC CA 1     -   607,040.    1,842,130.      MT  (+/- 180 meters Scaled)
 LU1292
 LU1292                          SUPERSEDED SURVEY CONTROL
 LU1292
 LU1292  NAVD 88 (06/15/91)   64.111  (m)          210.34   (f) UNKNOWN     1 2
 LU1292  NGVD 29 (12/02/92)   63.171  (m)          207.25   (f) ADJUSTED    1 2
 LU1292
 LU1292.Superseded values are not recommended for survey control.
 LU1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1292.See file dsdata.txt to determine how the superseded data were derived.
 LU1292
 LU1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK271594(NAD 83)
 LU1292
 LU1292_MARKER: DB = BENCH MARK DISK
 LU1292_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1292_SP_SET: ABUTMENT
 LU1292_STAMPING: E 1085 1967
 LU1292_MARK LOGO: CGS   
 LU1292_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1292+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 LU1292
 LU1292  HISTORY     - Date     Condition        Report By
 LU1292  HISTORY     - 1967     MONUMENTED       CGS
 LU1292  HISTORY     - 1981     GOOD             CADT
 LU1292  HISTORY     - 19880325 GOOD             NGS
 LU1292  HISTORY     - 19920729 GOOD             NGS
 LU1292  HISTORY     - 20021029 GOOD             CADPR
 LU1292
 LU1292                          STATION DESCRIPTION
 LU1292
 LU1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1292'4.3 MI N FROM MIRANDA.
 LU1292'4.3 MILES NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1292'HIGH SCHOOL AT MIRANDA, AT HIGHWAY MILEAGE 10.80, IN THE TOP AND
 LU1292'1.0 FOOT SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE
 LU1292'CURB OF BRIDGE 4.09 OVER BRIDGE CREEK, 14 FEET NORTHEAST OF THE
 LU1292'CENTER LINE OF THE AVENUE, AND ABOUT 2 1/2 FEET HIGHER THAN THE
 LU1292'AVENUE.
 LU1292
 LU1292                          STATION RECOVERY (1981)
 LU1292
 LU1292'RECOVERY NOTE BY CALTRANS 1981
 LU1292'RECOVERED IN GOOD CONDITION.
 LU1292
 LU1292                          STATION RECOVERY (1988)
 LU1292
 LU1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1292'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.4 KM (15.80
 LU1292'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1292'GARBERVILLE, THENCE 17.1 KM (10.65 MI) NORTHERLY ALONG THE AVENUE OF
 LU1292'THE GIANTS.
 LU1292
 LU1292                          STATION RECOVERY (1992)
 LU1292
 LU1292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1292'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1292'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1292'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1292'101, THENCE 17.7 KM (11.00 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1292'GIANTS, IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END
 LU1292'OF THE NORTHEAST CONCRETE ABUTMENT CURB OF A BRIDGE SPANNING BRIDGE
 LU1292'CREEK, AT MILEPOST 10.80, 4.3 M (14.1 FT) NORTHEAST OF THE CENTERLINE
 LU1292'OF THE AVENUE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.
 LU1292
 LU1292                          STATION RECOVERY (2002)
 LU1292
 LU1292'RECOVERY NOTE BY CA DEPT PARKS REC 2002 (DBK)
 LU1292'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1490 ***********************************************************************
 LU1490  DESIGNATION -  E 1086
 LU1490  PID         -  LU1490
 LU1490  STATE/COUNTY-  CA/HUMBOLDT
 LU1490  USGS QUAD   -  REDCREST (1969)
 LU1490
 LU1490                         *CURRENT SURVEY CONTROL
 LU1490  ___________________________________________________________________
 LU1490* NAD 83(1986)-  40 26 05.     (N)    123 59 17.     (W)     SCALED    
 LU1490* NAVD 88     -        48.788  (meters)     160.07   (feet)  ADJUSTED  
 LU1490  ___________________________________________________________________
 LU1490  GEOID HEIGHT-         -30.59  (meters)                     GEOID09
 LU1490  DYNAMIC HT  -          48.763 (meters)     159.98  (feet)  COMP
 LU1490  MODELED GRAV-     980,123.8   (mgal)                       NAVD 88
 LU1490
 LU1490  VERT ORDER  -  FIRST     CLASS II
 LU1490
 LU1490.The horizontal coordinates were scaled from a topographic map and have
 LU1490.an estimated accuracy of +/- 6 seconds.
 LU1490.
 LU1490.The orthometric height was determined by differential leveling and
 LU1490.adjusted in December 1992.
 LU1490
 LU1490.The geoid height was determined by GEOID09.
 LU1490
 LU1490.The dynamic height is computed by dividing the NAVD 88
 LU1490.geopotential number by the normal gravity value computed on the
 LU1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1490.degrees latitude (g = 980.6199 gals.).
 LU1490
 LU1490.The modeled gravity was interpolated from observed gravity values.
 LU1490
 LU1490;                    North         East    Units  Estimated Accuracy
 LU1490;SPC CA 1     -   624,210.    1,831,340.      MT  (+/- 180 meters Scaled)
 LU1490
 LU1490                          SUPERSEDED SURVEY CONTROL
 LU1490
 LU1490  NAVD 88 (06/15/91)   48.818  (m)          160.16   (f) UNKNOWN     1 2
 LU1490  NGVD 29 (12/02/92)   47.823  (m)          156.90   (f) ADJUSTED    1 2
 LU1490
 LU1490.Superseded values are not recommended for survey control.
 LU1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1490.See file dsdata.txt to determine how the superseded data were derived.
 LU1490
 LU1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK161764(NAD 83)
 LU1490
 LU1490_MARKER: DB = BENCH MARK DISK
 LU1490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1490_SP_SET: BRIDGE GUARDRAIL
 LU1490_STAMPING: E 1086 1967
 LU1490_MARK LOGO: CGS   
 LU1490_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1490+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LU1490
 LU1490  HISTORY     - Date     Condition        Report By
 LU1490  HISTORY     - 1967     MONUMENTED       CGS
 LU1490  HISTORY     - 19880228 GOOD             NGS
 LU1490  HISTORY     - 19920728 GOOD             NGS
 LU1490
 LU1490                          STATION DESCRIPTION
 LU1490
 LU1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1490'15.3 MI N FROM MYERS FLAT.
 LU1490'15.3 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1490'OVERPASS AT MYERS FLAT, 0.7 MILE SOUTHEAST OF BENCH MARK F 1086,
 LU1490'IN THE TOP AND 1.0 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 LU1490'SOUTHWEST CONCRETE GUARDRAIL OF BARKDULL ROAD UNDERPASS NO.
 LU1490'4.200, 32 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 LU1490'ABOUT 2 FEET HIGHER THAN THE HIGHWAY.  NOTE-- THE FREEWAY
 LU1490'(AVENUE OF THE GIANTS) END HERE AT PRESENT LINE CONTINUES ON
 LU1490'U.S. HIGHWAY 101.  THIS MARK CAN BE REACHED BY GOING 8.4 SOUTH
 LU1490'ALONG U.S. HIGHWAY 101 FROM THE SOUTH END OF BRIDGE OVER EEL
 LU1490'RIVER AT SCOTIA.
 LU1490
 LU1490                          STATION RECOVERY (1988)
 LU1490
 LU1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1490'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  29.1 KM (18.10
 LU1490'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LU1490'FORTUNA.
 LU1490
 LU1490                          STATION RECOVERY (1992)
 LU1490
 LU1490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1490'29.1 KM (18.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LU1490'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LU1490'IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 LU1490'SOUTHWEST CONCRETE BRIDGE RAIL OF THE HIGHWAY OVERPASS OF BARKDULL
 LU1490'ROAD, 9.8 M (32.2 FT) SOUTHWEST OF THE CENTERLINE OF SOUTHBOUND LANES
 LU1490'OF THE HIGHWAY, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 LU1490'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1880 ***********************************************************************
 LU1880  DESIGNATION -  E 1404
 LU1880  PID         -  LU1880
 LU1880  STATE/COUNTY-  CA/HUMBOLDT
 LU1880  USGS QUAD   -  MIRANDA (1970)
 LU1880
 LU1880                         *CURRENT SURVEY CONTROL
 LU1880  ___________________________________________________________________
 LU1880* NAD 83(1986)-  40 10 33.     (N)    123 46 52.     (W)     SCALED    
 LU1880* NAVD 88     -        88.706  (meters)     291.03   (feet)  ADJUSTED  
 LU1880  ___________________________________________________________________
 LU1880  GEOID HEIGHT-         -30.37  (meters)                     GEOID09
 LU1880  DYNAMIC HT  -          88.654 (meters)     290.86  (feet)  COMP
 LU1880  MODELED GRAV-     980,051.3   (mgal)                       NAVD 88
 LU1880
 LU1880  VERT ORDER  -  FIRST     CLASS II
 LU1880
 LU1880.The horizontal coordinates were scaled from a topographic map and have
 LU1880.an estimated accuracy of +/- 6 seconds.
 LU1880.
 LU1880.The orthometric height was determined by differential leveling and
 LU1880.adjusted in December 1992.
 LU1880
 LU1880.The geoid height was determined by GEOID09.
 LU1880
 LU1880.The dynamic height is computed by dividing the NAVD 88
 LU1880.geopotential number by the normal gravity value computed on the
 LU1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1880.degrees latitude (g = 980.6199 gals.).
 LU1880
 LU1880.The modeled gravity was interpolated from observed gravity values.
 LU1880
 LU1880;                    North         East    Units  Estimated Accuracy
 LU1880;SPC CA 1     -   595,090.    1,848,310.      MT  (+/- 180 meters Scaled)
 LU1880
 LU1880                          SUPERSEDED SURVEY CONTROL
 LU1880
 LU1880  NAVD 88 (06/15/91)   88.713  (m)          291.05   (f) UNKNOWN     1 2
 LU1880  NGVD 29 (12/02/92)   87.778  (m)          287.99   (f) ADJUSTED    1 2
 LU1880
 LU1880.Superseded values are not recommended for survey control.
 LU1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1880.See file dsdata.txt to determine how the superseded data were derived.
 LU1880
 LU1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK334475(NAD 83)
 LU1880
 LU1880_MARKER: DV = VERTICAL CONTROL DISK
 LU1880_SETTING: 66 = SET IN ROCK OUTCROP
 LU1880_SP_SET: BEDROCK
 LU1880_STAMPING: E 1404 1988
 LU1880_MARK LOGO: NGS   
 LU1880_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1880_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1880+STABILITY: POSITION/ELEVATION WELL
 LU1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1880+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1880
 LU1880  HISTORY     - Date     Condition        Report By
 LU1880  HISTORY     - 1988     MONUMENTED       NGS
 LU1880  HISTORY     - 19920729 GOOD             NGS
 LU1880
 LU1880                          STATION DESCRIPTION
 LU1880
 LU1880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1880'9.8 KM (6.10 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LU1880'OFFICE IN GARBERVILLE, IN A 4 BY 5 FOOT EXPOSED AREA OF BEDROCK IN A
 LU1880'HIGHWAY CUT, 22.1 M (72.5 FT) SOUTH OF THE CENTER OF CATCH BASIN
 LU1880'NUMBER 17.39, 7.1 M (23.3 FT) EAST OF THE CENTERLINE OF THE
 LU1880'NORTHBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 LU1880'THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
 LU1880
 LU1880                          STATION RECOVERY (1992)
 LU1880
 LU1880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1880'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1880'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1880'REDWOOD DRIVE, THENCE 9.5 KM (5.90 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1880'101, IN A 4 BY 5-FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 22.1
 LU1880'M (72.5 FT) SOUTH OF THE CENTER OF A CATCH BASIN AT MILEPOST 17.39,
 LU1880'7.1 M (23.3 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LU1880'HIGHWAY, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M
 LU1880'(1.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2294 ***********************************************************************
 LU2294  DESIGNATION -  E 1463
 LU2294  PID         -  LU2294
 LU2294  STATE/COUNTY-  CA/HUMBOLDT
 LU2294  USGS QUAD   -  MIRANDA (1970)
 LU2294
 LU2294                         *CURRENT SURVEY CONTROL
 LU2294  ___________________________________________________________________
 LU2294* NAD 83(1986)-  40 13 19.     (N)    123 47 17.     (W)     SCALED    
 LU2294* NAVD 88     -        73.242  (meters)     240.29   (feet)  ADJUSTED  
 LU2294  ___________________________________________________________________
 LU2294  GEOID HEIGHT-         -30.39  (meters)                     GEOID09
 LU2294  DYNAMIC HT  -          73.201 (meters)     240.16  (feet)  COMP
 LU2294  MODELED GRAV-     980,062.5   (mgal)                       NAVD 88
 LU2294
 LU2294  VERT ORDER  -  FIRST     CLASS II
 LU2294
 LU2294.The horizontal coordinates were scaled from a topographic map and have
 LU2294.an estimated accuracy of +/- 6 seconds.
 LU2294.
 LU2294.The orthometric height was determined by differential leveling and
 LU2294.adjusted in December 1992.
 LU2294
 LU2294.The geoid height was determined by GEOID09.
 LU2294
 LU2294.The dynamic height is computed by dividing the NAVD 88
 LU2294.geopotential number by the normal gravity value computed on the
 LU2294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2294.degrees latitude (g = 980.6199 gals.).
 LU2294
 LU2294.The modeled gravity was interpolated from observed gravity values.
 LU2294
 LU2294;                    North         East    Units  Estimated Accuracy
 LU2294;SPC CA 1     -   600,220.    1,847,820.      MT  (+/- 180 meters Scaled)
 LU2294
 LU2294                          SUPERSEDED SURVEY CONTROL
 LU2294
 LU2294  NGVD 29 (12/02/92)   72.318  (m)          237.26   (f) ADJUSTED    1 2
 LU2294
 LU2294.Superseded values are not recommended for survey control.
 LU2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2294.See file dsdata.txt to determine how the superseded data were derived.
 LU2294
 LU2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK329526(NAD 83)
 LU2294
 LU2294_MARKER: DV = VERTICAL CONTROL DISK
 LU2294_SETTING: 66 = SET IN ROCK OUTCROP
 LU2294_SP_SET: BEDROCK
 LU2294_STAMPING: E 1463 1992
 LU2294_MARK LOGO: NGS   
 LU2294_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU2294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU2294+STABILITY: POSITION/ELEVATION WELL
 LU2294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2294+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2294
 LU2294  HISTORY     - Date     Condition        Report By
 LU2294  HISTORY     - 1992     MONUMENTED       NGS
 LU2294
 LU2294                          STATION DESCRIPTION
 LU2294
 LU2294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2294'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU2294'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU2294'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU2294'101, THENCE 5.8 KM (3.60 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU2294'GIANTS, NEAR THE NORTHWEST END OF A 8 BY 8-FOOT EXPOSED AREA OF
 LU2294'BEDROCK IN A HIGHWAY CUT, 8.6 M (28.2 FT) NORTHEAST OF THE AVENUE
 LU2294'CENTERLINE, 4.0 M (13.1 FT) NORTHWEST OF THE NORTHEAST END OF A
 LU2294'24-INCH PIPE CULVERT AT MILEPOST 3.45, AND 0.3 M (1.0 FT) ABOVE THE
 LU2294'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2318 ***********************************************************************
 LU2318  DESIGNATION -  E 1464
 LU2318  PID         -  LU2318
 LU2318  STATE/COUNTY-  CA/HUMBOLDT
 LU2318  USGS QUAD   -  BRICELAND (1969)
 LU2318
 LU2318                         *CURRENT SURVEY CONTROL
 LU2318  ___________________________________________________________________
 LU2318* NAD 83(1986)-  40 06 58.     (N)    123 58 02.     (W)     SCALED    
 LU2318* NAVD 88     -       419.158  (meters)    1375.19   (feet)  ADJUSTED  
 LU2318  ___________________________________________________________________
 LU2318  GEOID HEIGHT-         -30.61  (meters)                     GEOID09
 LU2318  DYNAMIC HT  -         418.924 (meters)    1374.42  (feet)  COMP
 LU2318  MODELED GRAV-     980,055.3   (mgal)                       NAVD 88
 LU2318
 LU2318  VERT ORDER  -  FIRST     CLASS II
 LU2318
 LU2318.The horizontal coordinates were scaled from a topographic map and have
 LU2318.an estimated accuracy of +/- 6 seconds.
 LU2318.
 LU2318.The orthometric height was determined by differential leveling and
 LU2318.adjusted in December 1992.
 LU2318
 LU2318.The geoid height was determined by GEOID09.
 LU2318
 LU2318.The dynamic height is computed by dividing the NAVD 88
 LU2318.geopotential number by the normal gravity value computed on the
 LU2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2318.degrees latitude (g = 980.6199 gals.).
 LU2318
 LU2318.The modeled gravity was interpolated from observed gravity values.
 LU2318
 LU2318;                    North         East    Units  Estimated Accuracy
 LU2318;SPC CA 1     -   588,800.    1,832,320.      MT  (+/- 180 meters Scaled)
 LU2318
 LU2318                          SUPERSEDED SURVEY CONTROL
 LU2318
 LU2318  NGVD 29 (12/02/92)  418.218  (m)         1372.10   (f) ADJUSTED    1 2
 LU2318
 LU2318.Superseded values are not recommended for survey control.
 LU2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2318.See file dsdata.txt to determine how the superseded data were derived.
 LU2318
 LU2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK175410(NAD 83)
 LU2318
 LU2318_MARKER: DV = VERTICAL CONTROL DISK
 LU2318_SETTING: 66 = SET IN ROCK OUTCROP
 LU2318_SP_SET: BEDROCK
 LU2318_STAMPING: E 1464 1992
 LU2318_MARK LOGO: NGS   
 LU2318_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU2318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU2318+STABILITY: POSITION/ELEVATION WELL
 LU2318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2318+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2318
 LU2318  HISTORY     - Date     Condition        Report By
 LU2318  HISTORY     - 1992     MONUMENTED       NGS
 LU2318
 LU2318                          STATION DESCRIPTION
 LU2318
 LU2318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2318'0.1 KM (0.05 MI) NORTHERLY ALONG REDWOOD DRIVE FROM THE POST OFFICE IN
 LU2318'REDWAY, THENCE 16.3 KM (10.10 MI) WESTERLY ALONG BRICELAND ROAD,
 LU2318'THENCE 4.7 KM (2.90 MI) NORTHWESTERLY ALONG WILDER RIDGE ROAD, NEAR
 LU2318'THE EAST END OF A 6 BY 18-FOOT EXPOSED AREA OF BEDROCK IN A ROAD CUT,
 LU2318'12.0 M (39.4 FT) EAST OF THE EXTENDED CENTER OF A DRIVEWAY, 5.9 M
 LU2318'(19.4 FT) SOUTH OF THE ROAD CENTER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF
 LU2318'THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1232 ***********************************************************************
 LV1232  DESIGNATION -  E 1465
 LV1232  PID         -  LV1232
 LV1232  STATE/COUNTY-  CA/HUMBOLDT
 LV1232  USGS QUAD   -  SHUBRICK PEAK (1997)
 LV1232
 LV1232                         *CURRENT SURVEY CONTROL
 LV1232  ___________________________________________________________________
 LV1232* NAD 83(1986)-  40 14 56.     (N)    124 10 20.     (W)     SCALED    
 LV1232* NAVD 88     -        99.624  (meters)     326.85   (feet)  ADJUSTED  
 LV1232  ___________________________________________________________________
 LV1232  GEOID HEIGHT-         -30.82  (meters)                     GEOID09
 LV1232  DYNAMIC HT  -          99.575 (meters)     326.69  (feet)  COMP
 LV1232  MODELED GRAV-     980,138.9   (mgal)                       NAVD 88
 LV1232
 LV1232  VERT ORDER  -  FIRST     CLASS II
 LV1232
 LV1232.The horizontal coordinates were scaled from a topographic map and have
 LV1232.an estimated accuracy of +/- 6 seconds.
 LV1232.
 LV1232.The orthometric height was determined by differential leveling and
 LV1232.adjusted in December 1992.
 LV1232
 LV1232.The geoid height was determined by GEOID09.
 LV1232
 LV1232.The dynamic height is computed by dividing the NAVD 88
 LV1232.geopotential number by the normal gravity value computed on the
 LV1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1232.degrees latitude (g = 980.6199 gals.).
 LV1232
 LV1232.The modeled gravity was interpolated from observed gravity values.
 LV1232
 LV1232;                    North         East    Units  Estimated Accuracy
 LV1232;SPC CA 1     -   603,950.    1,815,210.      MT  (+/- 180 meters Scaled)
 LV1232
 LV1232                          SUPERSEDED SURVEY CONTROL
 LV1232
 LV1232  NGVD 29 (12/02/92)   98.680  (m)          323.75   (f) ADJUSTED    1 2
 LV1232
 LV1232.Superseded values are not recommended for survey control.
 LV1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1232.See file dsdata.txt to determine how the superseded data were derived.
 LV1232
 LV1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK003560(NAD 83)
 LV1232
 LV1232_MARKER: I = METAL ROD
 LV1232_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1232_SP_SET: STAINLESS STEEL ROD
 LV1232_STAMPING: E 1465 1992
 LV1232_MARK LOGO: NGS   
 LV1232_PROJECTION: FLUSH
 LV1232_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1232+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1232_ROD/PIPE-DEPTH: 5.0  meters
 LV1232
 LV1232  HISTORY     - Date     Condition        Report By
 LV1232  HISTORY     - 1992     MONUMENTED       NGS
 LV1232
 LV1232                          STATION DESCRIPTION
 LV1232
 LV1232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1232'6.4 KM (3.95 MI) WESTERLY ALONG MATTOLE ROAD FROM THE JUNCTION OF
 LV1232'WILDER RIDGE ROAD IN HONEYDEW, 0.3 KM (0.20 MI) WEST OF THE
 LV1232'INTERSECTION OF LINDLEY ROAD, 8.8 M (28.9 FT) SOUTH OF AND LEVEL WITH
 LV1232'THE ROAD CENTERLINE, 5.2 M (17.1 FT) SOUTH OF THE SOUTHWEST CORNER OF
 LV1232'A CATTLE GUARD, 4.2 M (13.8 FT) WEST OF A T-FENCE CORNER, AND 0.3 M
 LV1232'(1.0 FT) NORTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM
 LV1232'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1209 ***********************************************************************
 LV1209  DESIGNATION -  E 1466
 LV1209  PID         -  LV1209
 LV1209  STATE/COUNTY-  CA/HUMBOLDT
 LV1209  USGS QUAD   -  BULL CREEK (1969)
 LV1209
 LV1209                         *CURRENT SURVEY CONTROL
 LV1209  ___________________________________________________________________
 LV1209* NAD 83(1986)-  40 15 21.     (N)    124 07 10.     (W)     SCALED    
 LV1209* NAVD 88     -       382.719  (meters)    1255.64   (feet)  ADJUSTED  
 LV1209  ___________________________________________________________________
 LV1209  GEOID HEIGHT-         -30.73  (meters)                     GEOID09
 LV1209  DYNAMIC HT  -         382.520 (meters)    1254.98  (feet)  COMP
 LV1209  MODELED GRAV-     980,092.2   (mgal)                       NAVD 88
 LV1209
 LV1209  VERT ORDER  -  FIRST     CLASS II
 LV1209
 LV1209.The horizontal coordinates were scaled from a topographic map and have
 LV1209.an estimated accuracy of +/- 6 seconds.
 LV1209.
 LV1209.The orthometric height was determined by differential leveling and
 LV1209.adjusted in December 1992.
 LV1209
 LV1209.The geoid height was determined by GEOID09.
 LV1209
 LV1209.The dynamic height is computed by dividing the NAVD 88
 LV1209.geopotential number by the normal gravity value computed on the
 LV1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1209.degrees latitude (g = 980.6199 gals.).
 LV1209
 LV1209.The modeled gravity was interpolated from observed gravity values.
 LV1209
 LV1209;                    North         East    Units  Estimated Accuracy
 LV1209;SPC CA 1     -   604,610.    1,819,720.      MT  (+/- 180 meters Scaled)
 LV1209
 LV1209                          SUPERSEDED SURVEY CONTROL
 LV1209
 LV1209  NGVD 29 (12/02/92)  381.775  (m)         1252.54   (f) ADJUSTED    1 2
 LV1209
 LV1209.Superseded values are not recommended for survey control.
 LV1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1209.See file dsdata.txt to determine how the superseded data were derived.
 LV1209
 LV1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK048567(NAD 83)
 LV1209
 LV1209_MARKER: I = METAL ROD
 LV1209_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1209_SP_SET: STAINLESS STEEL ROD
 LV1209_STAMPING: E 1466 1992
 LV1209_MARK LOGO: NGS   
 LV1209_PROJECTION: FLUSH
 LV1209_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1209+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1209_ROD/PIPE-DEPTH: 4.1  meters
 LV1209
 LV1209  HISTORY     - Date     Condition        Report By
 LV1209  HISTORY     - 1992     MONUMENTED       NGS
 LV1209
 LV1209                          STATION DESCRIPTION
 LV1209
 LV1209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1209'3.6 KM (2.25 MI) NORTHEASTERLY ALONG MATTOLE ROAD FROM THE JUNCTION OF
 LV1209'WILDER RIDGE ROAD IN HONEYDEW, NEAR THE NORTH END OF A PULLOUT, 24.0
 LV1209'M (78.7 FT) NORTH OF THE WEST END OF A 30-INCH PIPE CULVERT, 10.2 M
 LV1209'(33.5 FT) WEST OF AND LEVEL WITH THE ROAD CENTER, AND 0.2 M (0.7 FT)
 LV1209'NORTHEAST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS
 LV1209'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1254 ***********************************************************************
 LV1254  DESIGNATION -  E 1467
 LV1254  PID         -  LV1254
 LV1254  STATE/COUNTY-  CA/HUMBOLDT
 LV1254  USGS QUAD   -  CAPE MENDOCINO (1969)
 LV1254
 LV1254                         *CURRENT SURVEY CONTROL
 LV1254  ___________________________________________________________________
 LV1254* NAD 83(1986)-  40 24 57.     (N)    124 23 48.     (W)     SCALED    
 LV1254* NAVD 88     -        10.505  (meters)      34.47   (feet)  ADJUSTED  
 LV1254  ___________________________________________________________________
 LV1254  GEOID HEIGHT-         -31.57  (meters)                     GEOID09
 LV1254  DYNAMIC HT  -          10.500 (meters)      34.45  (feet)  COMP
 LV1254  MODELED GRAV-     980,186.4   (mgal)                       NAVD 88
 LV1254
 LV1254  VERT ORDER  -  FIRST     CLASS II
 LV1254
 LV1254.The horizontal coordinates were scaled from a topographic map and have
 LV1254.an estimated accuracy of +/- 6 seconds.
 LV1254.
 LV1254.The orthometric height was determined by differential leveling and
 LV1254.adjusted in December 1992.
 LV1254
 LV1254.The geoid height was determined by GEOID09.
 LV1254
 LV1254.The dynamic height is computed by dividing the NAVD 88
 LV1254.geopotential number by the normal gravity value computed on the
 LV1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1254.degrees latitude (g = 980.6199 gals.).
 LV1254
 LV1254.The modeled gravity was interpolated from observed gravity values.
 LV1254
 LV1254;                    North         East    Units  Estimated Accuracy
 LV1254;SPC CA 1     -   622,980.    1,796,630.      MT  (+/- 180 meters Scaled)
 LV1254
 LV1254                          SUPERSEDED SURVEY CONTROL
 LV1254
 LV1254  NGVD 29 (12/02/92)    9.551  (m)           31.34   (f) ADJUSTED    1 2
 LV1254
 LV1254.Superseded values are not recommended for survey control.
 LV1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1254.See file dsdata.txt to determine how the superseded data were derived.
 LV1254
 LV1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK815748(NAD 83)
 LV1254
 LV1254_MARKER: DV = VERTICAL CONTROL DISK
 LV1254_SETTING: 66 = SET IN ROCK OUTCROP
 LV1254_SP_SET: BEDROCK
 LV1254_STAMPING: E 1467 1992
 LV1254_MARK LOGO: NGS   
 LV1254_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1254_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1254+STABILITY: POSITION/ELEVATION WELL
 LV1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1254+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1254
 LV1254  HISTORY     - Date     Condition        Report By
 LV1254  HISTORY     - 1992     MONUMENTED       NGS
 LV1254
 LV1254                          STATION DESCRIPTION
 LV1254
 LV1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1254'18.5 KM (11.50 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV1254'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, NEAR THE SOUTH END OF A 20
 LV1254'BY 35-FOOT AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.10 MI) SOUTH OF A
 LV1254'BRIDGE SPANNING A CREEK, 7.2 M (23.6 FT) EAST OF THE ROAD CENTERLINE,
 LV1254'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.2 M (0.7 FT)
 LV1254'SOUTHEAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1280 ***********************************************************************
 LV1280  DESIGNATION -  E 1468
 LV1280  PID         -  LV1280
 LV1280  STATE/COUNTY-  CA/HUMBOLDT
 LV1280  USGS QUAD   -  TAYLOR PEAK (1969)
 LV1280
 LV1280                         *CURRENT SURVEY CONTROL
 LV1280  ___________________________________________________________________
 LV1280* NAD 83(1986)-  40 28 00.     (N)    124 07 56.     (W)     SCALED    
 LV1280* NAVD 88     -       399.149  (meters)    1309.54   (feet)  ADJUSTED  
 LV1280  ___________________________________________________________________
 LV1280  GEOID HEIGHT-         -30.81  (meters)                     GEOID09
 LV1280  DYNAMIC HT  -         398.943 (meters)    1308.87  (feet)  COMP
 LV1280  MODELED GRAV-     980,095.1   (mgal)                       NAVD 88
 LV1280
 LV1280  VERT ORDER  -  FIRST     CLASS II
 LV1280
 LV1280.The horizontal coordinates were scaled from a topographic map and have
 LV1280.an estimated accuracy of +/- 6 seconds.
 LV1280.
 LV1280.The orthometric height was determined by differential leveling and
 LV1280.adjusted in December 1992.
 LV1280
 LV1280.The geoid height was determined by GEOID09.
 LV1280
 LV1280.The dynamic height is computed by dividing the NAVD 88
 LV1280.geopotential number by the normal gravity value computed on the
 LV1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1280.degrees latitude (g = 980.6199 gals.).
 LV1280
 LV1280.The modeled gravity was interpolated from observed gravity values.
 LV1280
 LV1280;                    North         East    Units  Estimated Accuracy
 LV1280;SPC CA 1     -   628,040.    1,819,200.      MT  (+/- 180 meters Scaled)
 LV1280
 LV1280                          SUPERSEDED SURVEY CONTROL
 LV1280
 LV1280  NGVD 29 (12/02/92)  398.170  (m)         1306.33   (f) ADJUSTED    1 2
 LV1280
 LV1280.Superseded values are not recommended for survey control.
 LV1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1280.See file dsdata.txt to determine how the superseded data were derived.
 LV1280
 LV1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK040801(NAD 83)
 LV1280
 LV1280_MARKER: I = METAL ROD
 LV1280_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1280_SP_SET: STAINLESS STEEL ROD
 LV1280_STAMPING: E 1468
 LV1280_MARK LOGO: NGS   
 LV1280_PROJECTION: FLUSH
 LV1280_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1280+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1280_ROD/PIPE-DEPTH: 10.9 meters
 LV1280
 LV1280  HISTORY     - Date     Condition        Report By
 LV1280  HISTORY     - 1992     MONUMENTED       NGS
 LV1280
 LV1280                          STATION DESCRIPTION
 LV1280
 LV1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1280'0.2 KM (0.10 MI) SOUTHEASTERLY ALONG WILDWOOD AVENUE FROM THE POST
 LV1280'OFFICE IN RIO DELL, THENCE 5.9 KM (3.65 MI) SOUTHWESTERLY ALONG
 LV1280'MONUMENT ROAD, 0.3 KM (0.20 MI) NORTH OF THE INTERSECTION OF A
 LV1280'GRAVELED ROAD LEADING SOUTHEAST, 6.7 M (22.0 FT) WEST OF THE ROAD
 LV1280'CENTER, 0.9 M (3.0 FT) SOUTHWEST OF UTILITY POLE NUMBER 60-5 WITH A
 LV1280'GUY CABLE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.2 M
 LV1280'(0.7 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LV1280'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1254 ***********************************************************************
 LU1254  DESIGNATION -  F 1084
 LU1254  PID         -  LU1254
 LU1254  STATE/COUNTY-  CA/HUMBOLDT
 LU1254  USGS QUAD   -  GARBERVILLE (1970)
 LU1254
 LU1254                         *CURRENT SURVEY CONTROL
 LU1254  ___________________________________________________________________
 LU1254* NAD 83(1986)-  40 05 59.     (N)    123 47 47.     (W)     SCALED    
 LU1254* NAVD 88     -       163.960  (meters)     537.93   (feet)  ADJUSTED  
 LU1254  ___________________________________________________________________
 LU1254  GEOID HEIGHT-         -30.45  (meters)                     GEOID09
 LU1254  DYNAMIC HT  -         163.871 (meters)     537.63  (feet)  COMP
 LU1254  MODELED GRAV-     980,081.3   (mgal)                       NAVD 88
 LU1254
 LU1254  VERT ORDER  -  FIRST     CLASS II
 LU1254
 LU1254.The horizontal coordinates were scaled from a topographic map and have
 LU1254.an estimated accuracy of +/- 6 seconds.
 LU1254.
 LU1254.The orthometric height was determined by differential leveling and
 LU1254.adjusted in December 1992.
 LU1254
 LU1254.The geoid height was determined by GEOID09.
 LU1254
 LU1254.The dynamic height is computed by dividing the NAVD 88
 LU1254.geopotential number by the normal gravity value computed on the
 LU1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1254.degrees latitude (g = 980.6199 gals.).
 LU1254
 LU1254.The modeled gravity was interpolated from observed gravity values.
 LU1254
 LU1254;                    North         East    Units  Estimated Accuracy
 LU1254;SPC CA 1     -   586,670.    1,846,840.      MT  (+/- 180 meters Scaled)
 LU1254
 LU1254                          SUPERSEDED SURVEY CONTROL
 LU1254
 LU1254  NAVD 88 (06/15/91)  163.960  (m)          537.93   (f) UNKNOWN     1 2
 LU1254  NGVD 29 (12/02/92)  163.035  (m)          534.89   (f) ADJUSTED    1 2
 LU1254
 LU1254.Superseded values are not recommended for survey control.
 LU1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1254.See file dsdata.txt to determine how the superseded data were derived.
 LU1254
 LU1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK321391(NAD 83)
 LU1254
 LU1254_MARKER: DB = BENCH MARK DISK
 LU1254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1254_SP_SET: BRIDGE GUARDRAIL
 LU1254_STAMPING: F 1084 1967
 LU1254_MARK LOGO: CGS   
 LU1254_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1254+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1254
 LU1254  HISTORY     - Date     Condition        Report By
 LU1254  HISTORY     - 1967     MONUMENTED       CGS
 LU1254  HISTORY     - 1974     GOOD
 LU1254  HISTORY     - 19880330 GOOD             NGS
 LU1254  HISTORY     - 19920729 GOOD             NGS
 LU1254
 LU1254                          STATION DESCRIPTION
 LU1254
 LU1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1254'AT GARBERVILLE.
 LU1254'AT GARBERVILLE, 0.05 MILE WEST OF THE POST OFFICE, IN THE TOP
 LU1254'AND 1.0 FOOT WEST OF THE EAST END OF THE NORTH CONCRETE AND STEEL
 LU1254'GUARDRAIL FOR A FREEWAY OVERPASS WHICH IS ON THE SAME LEVEL AS
 LU1254'THE POST OFFICE, 24 FEET NORTH OF THE CENTER LINE OF A ROAD, AND
 LU1254'ABOUT 4 FEET HIGHER THAN THE ROAD.
 LU1254
 LU1254                          STATION RECOVERY (1974)
 LU1254
 LU1254'RECOVERED 1974
 LU1254'RECOVERED IN GOOD CONDITION.
 LU1254
 LU1254                          STATION RECOVERY (1988)
 LU1254
 LU1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1254'RECOVERED IN GOOD CONDITION.
 LU1254
 LU1254                          STATION RECOVERY (1992)
 LU1254
 LU1254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1254'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1254'OFFICE IN GARBERVILLE, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST
 LU1254'END OF THE NORTH CONCRETE BRIDGE RAIL OF THE ROAD OVERPASS OF U.S.
 LU1254'HIGHWAY 101, 7.3 M (24.0 FT) NORTH OF THE CENTERLINE OF THE STREET,
 LU1254'AND 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1293 ***********************************************************************
 LU1293  DESIGNATION -  F 1085
 LU1293  PID         -  LU1293
 LU1293  STATE/COUNTY-  CA/HUMBOLDT
 LU1293  USGS QUAD   -  MYERS FLAT (1969)
 LU1293
 LU1293                         *CURRENT SURVEY CONTROL
 LU1293  ___________________________________________________________________
 LU1293* NAD 83(1986)-  40 16 45.     (N)    123 51 46.     (W)     SCALED    
 LU1293* NAVD 88     -        90.553  (meters)     297.09   (feet)  ADJUSTED  
 LU1293  ___________________________________________________________________
 LU1293  GEOID HEIGHT-         -30.47  (meters)                     GEOID09
 LU1293  DYNAMIC HT  -          90.505 (meters)     296.93  (feet)  COMP
 LU1293  MODELED GRAV-     980,101.5   (mgal)                       NAVD 88
 LU1293
 LU1293  VERT ORDER  -  FIRST     CLASS II
 LU1293
 LU1293.The horizontal coordinates were scaled from a topographic map and have
 LU1293.an estimated accuracy of +/- 6 seconds.
 LU1293.
 LU1293.The orthometric height was determined by differential leveling and
 LU1293.adjusted in December 1992.
 LU1293
 LU1293.The geoid height was determined by GEOID09.
 LU1293
 LU1293.The dynamic height is computed by dividing the NAVD 88
 LU1293.geopotential number by the normal gravity value computed on the
 LU1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1293.degrees latitude (g = 980.6199 gals.).
 LU1293
 LU1293.The modeled gravity was interpolated from observed gravity values.
 LU1293
 LU1293;                    North         East    Units  Estimated Accuracy
 LU1293;SPC CA 1     -   606,710.    1,841,600.      MT  (+/- 180 meters Scaled)
 LU1293
 LU1293                          SUPERSEDED SURVEY CONTROL
 LU1293
 LU1293  NAVD 88 (06/15/91)   90.553  (m)          297.09   (f) UNKNOWN     1 2
 LU1293  NGVD 29 (12/02/92)   89.614  (m)          294.01   (f) ADJUSTED    1 2
 LU1293
 LU1293.Superseded values are not recommended for survey control.
 LU1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1293.See file dsdata.txt to determine how the superseded data were derived.
 LU1293
 LU1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK266590(NAD 83)
 LU1293
 LU1293_MARKER: DB = BENCH MARK DISK
 LU1293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1293_SP_SET: CATCH BASIN
 LU1293_STAMPING: F 1085 1967
 LU1293_MARK LOGO: CGS   
 LU1293_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1293+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 LU1293
 LU1293  HISTORY     - Date     Condition        Report By
 LU1293  HISTORY     - 1967     MONUMENTED       CGS
 LU1293  HISTORY     - 1981     GOOD             CADT
 LU1293  HISTORY     - 19880325 GOOD             NGS
 LU1293  HISTORY     - 19920729 GOOD             NGS
 LU1293  HISTORY     - 20021029 GOOD             CADPR
 LU1293
 LU1293                          STATION DESCRIPTION
 LU1293
 LU1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1293'4.8 MI N FROM MIRANDA.
 LU1293'4.8 MILES NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1293'HIGH SCHOOL, AT MIRANDA, 0.05 MILE SOUTH OF THE JUNCTION OF A
 LU1293'PAVED ROAD EAST TO A PARK, IN THE TOP OF THE SOUTHEAST CORNER OF
 LU1293'4- BY 4-FOOT CATCH BASIN 11.29, 27 FEET WEST OF THE CENTER LINE
 LU1293'OF THE AVENUE, AND ABOUT LEVEL WITH THE AVENUE.
 LU1293
 LU1293                          STATION RECOVERY (1981)
 LU1293
 LU1293'RECOVERY NOTE BY CALTRANS 1981
 LU1293'RECOVERED IN GOOD CONDITION.
 LU1293
 LU1293                          STATION RECOVERY (1988)
 LU1293
 LU1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1293'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.5 KM (6.50
 LU1293'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1293'GARBERVILLE, THENCE 17.8 KM (11.05 MI) NORTHERLY ALONG THE AVENUE OF
 LU1293'THE GIANTS.
 LU1293
 LU1293                          STATION RECOVERY (1992)
 LU1293
 LU1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1293'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1293'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1293'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1293'101, THENCE 18.5 KM (11.50 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1293'GIANTS, NEAR THE SOUTHEAST CORNER OF A CONCRETE CATCH BASIN AT
 LU1293'MILEPOST 11.29, 0.1 KM (0.05 MI) SOUTHEAST OF THE INTERSECTION OF A
 LU1293'PAVED ROAD LEADING EAST TO A PARK, AND 8.2 M (26.9 FT) WEST OF AND
 LU1293'LEVEL WITH THE AVENUE CENTERLINE.
 LU1293
 LU1293                          STATION RECOVERY (2002)
 LU1293
 LU1293'RECOVERY NOTE BY CA DEPT PARKS REC 2002 (DBK)
 LU1293'LOCATED 1300 FEET +/- NORTH OF THE ENTRANCE TO HIDDEN SPRINGS
 LU1293'CAMPGROUND IN HUMBOLDT REDWOODS STATE PARK
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1491 ***********************************************************************
 LU1491  DESIGNATION -  F 1086
 LU1491  PID         -  LU1491
 LU1491  STATE/COUNTY-  CA/HUMBOLDT
 LU1491  USGS QUAD   -  REDCREST (1969)
 LU1491
 LU1491                         *CURRENT SURVEY CONTROL
 LU1491  ___________________________________________________________________
 LU1491* NAD 83(1986)-  40 26 15.     (N)    123 59 56.     (W)     SCALED    
 LU1491* NAVD 88     -        46.045  (meters)     151.07   (feet)  ADJUSTED  
 LU1491  ___________________________________________________________________
 LU1491  GEOID HEIGHT-         -30.60  (meters)                     GEOID09
 LU1491  DYNAMIC HT  -          46.021 (meters)     150.99  (feet)  COMP
 LU1491  MODELED GRAV-     980,122.2   (mgal)                       NAVD 88
 LU1491
 LU1491  VERT ORDER  -  FIRST     CLASS II
 LU1491
 LU1491.The horizontal coordinates were scaled from a topographic map and have
 LU1491.an estimated accuracy of +/- 6 seconds.
 LU1491.
 LU1491.The orthometric height was determined by differential leveling and
 LU1491.adjusted in December 1992.
 LU1491
 LU1491.The geoid height was determined by GEOID09.
 LU1491
 LU1491.The dynamic height is computed by dividing the NAVD 88
 LU1491.geopotential number by the normal gravity value computed on the
 LU1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1491.degrees latitude (g = 980.6199 gals.).
 LU1491
 LU1491.The modeled gravity was interpolated from observed gravity values.
 LU1491
 LU1491;                    North         East    Units  Estimated Accuracy
 LU1491;SPC CA 1     -   624,540.    1,830,430.      MT  (+/- 180 meters Scaled)
 LU1491
 LU1491                          SUPERSEDED SURVEY CONTROL
 LU1491
 LU1491  NGVD 29 (12/02/92)   45.079  (m)          147.90   (f) ADJUSTED    1 2
 LU1491
 LU1491.Superseded values are not recommended for survey control.
 LU1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1491.See file dsdata.txt to determine how the superseded data were derived.
 LU1491
 LU1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK152767(NAD 83)
 LU1491
 LU1491_MARKER: DB = BENCH MARK DISK
 LU1491_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1491_SP_SET: HEADWALL
 LU1491_STAMPING: F 1086 1967
 LU1491_MARK LOGO: CGS   
 LU1491_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1491+STABILITY: SURFACE MOTION
 LU1491_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1491+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LU1491
 LU1491  HISTORY     - Date     Condition        Report By
 LU1491  HISTORY     - 1967     MONUMENTED       CGS
 LU1491  HISTORY     - 19880418 MARK NOT FOUND   NGS
 LU1491  HISTORY     - 19920728 GOOD             NGS
 LU1491
 LU1491                          STATION DESCRIPTION
 LU1491
 LU1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1491'7.7 MI S FROM SCOTIA.
 LU1491'7.7 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE SOUTH END OF
 LU1491'THE EEL RIVER BRIDGE AT SCOTIA, 16.0 MILES NORTH OF MYERS FLAT,
 LU1491'IN THE TOP AND 3.0 FEET NORTH OF THE SOUTH END OF THE WEST CONCRETE
 LU1491'HEAD WALL OF 36-INCH PIPE CULVERT 44.05, 30 FEET WEST OF
 LU1491'THE CENTER LINE OF THE WEST LANES OF THE HIGHWAY, AND ABOUT 2
 LU1491'FEET LOWER THAN THE HIGHWAY.
 LU1491
 LU1491                          STATION RECOVERY (1988)
 LU1491
 LU1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1491'THERE IS A NEW CULVERT AT THIS LOCATION.
 LU1491
 LU1491                          STATION RECOVERY (1992)
 LU1491
 LU1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1491'27.9 KM (17.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LU1491'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LU1491'IN TOP OF AND 0.65 M (2.13 FT) NORTHWEST OF THE SOUTHEAST END OF A
 LU1491'CONCRETE HEADWALL OF A PIPE CULVERT, 24.8 M (81.4 FT) NORTHWEST OF
 LU1491'THE NORTHEAST LEG OF A HIGHWAY INFORMATION SIGN (HOLMES REDCREST NEXT
 LU1491'RIGHT), 8.5 M (27.9 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 LU1491'LANES OF THE HIGHWAY, 3.6 M (11.8 FT) SOUTHEAST OF MILEPOST 44.05,
 LU1491'AND 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1881 ***********************************************************************
 LU1881  DESIGNATION -  F 1404
 LU1881  PID         -  LU1881
 LU1881  STATE/COUNTY-  CA/HUMBOLDT
 LU1881  USGS QUAD   -  MIRANDA (1970)
 LU1881
 LU1881                         *CURRENT SURVEY CONTROL
 LU1881  ___________________________________________________________________
 LU1881* NAD 83(1986)-  40 09 10.     (N)    123 47 41.     (W)     SCALED    
 LU1881* NAVD 88     -        94.130  (meters)     308.82   (feet)  ADJUSTED  
 LU1881  ___________________________________________________________________
 LU1881  GEOID HEIGHT-         -30.42  (meters)                     GEOID09
 LU1881  DYNAMIC HT  -          94.075 (meters)     308.64  (feet)  COMP
 LU1881  MODELED GRAV-     980,046.8   (mgal)                       NAVD 88
 LU1881
 LU1881  VERT ORDER  -  FIRST     CLASS II
 LU1881
 LU1881.The horizontal coordinates were scaled from a topographic map and have
 LU1881.an estimated accuracy of +/- 6 seconds.
 LU1881.
 LU1881.The orthometric height was determined by differential leveling and
 LU1881.adjusted in December 1992.
 LU1881
 LU1881.The geoid height was determined by GEOID09.
 LU1881
 LU1881.The dynamic height is computed by dividing the NAVD 88
 LU1881.geopotential number by the normal gravity value computed on the
 LU1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1881.degrees latitude (g = 980.6199 gals.).
 LU1881
 LU1881.The modeled gravity was interpolated from observed gravity values.
 LU1881
 LU1881;                    North         East    Units  Estimated Accuracy
 LU1881;SPC CA 1     -   592,560.    1,847,100.      MT  (+/- 180 meters Scaled)
 LU1881
 LU1881                          SUPERSEDED SURVEY CONTROL
 LU1881
 LU1881  NAVD 88 (06/15/91)   94.136  (m)          308.84   (f) UNKNOWN     1 2
 LU1881  NGVD 29 (12/02/92)   93.201  (m)          305.78   (f) ADJUSTED    1 2
 LU1881
 LU1881.Superseded values are not recommended for survey control.
 LU1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1881.See file dsdata.txt to determine how the superseded data were derived.
 LU1881
 LU1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK323450(NAD 83)
 LU1881
 LU1881_MARKER: I = METAL ROD
 LU1881_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1881_SP_SET: STAINLESS STEEL ROD
 LU1881_STAMPING: F 1404 1988
 LU1881_MARK LOGO: NGS   
 LU1881_PROJECTION: FLUSH
 LU1881_MAGNETIC: I = MARKER IS A STEEL ROD
 LU1881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1881+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1881_ROD/PIPE-DEPTH: 6.1  meters
 LU1881
 LU1881  HISTORY     - Date     Condition        Report By
 LU1881  HISTORY     - 1988     MONUMENTED       NGS
 LU1881  HISTORY     - 19920729 GOOD             NGS
 LU1881
 LU1881                          STATION DESCRIPTION
 LU1881
 LU1881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1881'6.7 KM (4.15 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST
 LU1881'OFFICE IN GARBERVILLE, AT THE NORTH END OF A PAVED TURNOUT, 0.1 KM
 LU1881'(0.05 MI) NORTH OF A HIGHWAY INFORMATION SIGN, 44.7 M (146.7 FT)
 LU1881'SOUTH OF THE CENTER OF CATCH BASIN NUMBER 15.44, 32.9 M (107.9 FT)
 LU1881'NORTH OF THE CENTER OF THE EAST END OF A PIPE CULVERT, 13.7 M (44.9
 LU1881'FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY,
 LU1881'0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.1 M (0.3 FT)
 LU1881'WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LU1881'5-INCH LOGO CAP.
 LU1881
 LU1881                          STATION RECOVERY (1992)
 LU1881
 LU1881'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1881'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1881'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1881'REDWOOD DRIVE, THENCE 6.5 KM (4.05 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1881'101, AT THE NORTH END OF A PAVED TURNOUT, 0.1 KM (0.05 MI) NORTH OF A
 LU1881'SIGN (HUMBOLDT REDWOODS STATE PARK INFORMATION), 44.7 M (146.7 FT)
 LU1881'SOUTH OF THE CENTER OF A CATCH BASIN AT MILEPOST 15.44, 32.9 M
 LU1881'(107.9 FT) NORTH OF THE CENTER OF THE EAST END OF A CULVERT, 13.7 M
 LU1881'(44.9 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LU1881'HIGHWAY, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.1 M
 LU1881'(0.3 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LU1881'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2295 ***********************************************************************
 LU2295  DESIGNATION -  F 1463
 LU2295  PID         -  LU2295
 LU2295  STATE/COUNTY-  CA/HUMBOLDT
 LU2295  USGS QUAD   -  GARBERVILLE (1970)
 LU2295
 LU2295                         *CURRENT SURVEY CONTROL
 LU2295  ___________________________________________________________________
 LU2295* NAD 83(1986)-  40 05 37.     (N)    123 47 41.     (W)     SCALED    
 LU2295* NAVD 88     -       114.811  (meters)     376.68   (feet)  ADJUSTED  
 LU2295  ___________________________________________________________________
 LU2295  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 LU2295  DYNAMIC HT  -         114.748 (meters)     376.47  (feet)  COMP
 LU2295  MODELED GRAV-     980,081.6   (mgal)                       NAVD 88
 LU2295
 LU2295  VERT ORDER  -  FIRST     CLASS II
 LU2295
 LU2295.The horizontal coordinates were scaled from a topographic map and have
 LU2295.an estimated accuracy of +/- 6 seconds.
 LU2295.
 LU2295.The orthometric height was determined by differential leveling and
 LU2295.adjusted in December 1992.
 LU2295
 LU2295.The geoid height was determined by GEOID09.
 LU2295
 LU2295.The dynamic height is computed by dividing the NAVD 88
 LU2295.geopotential number by the normal gravity value computed on the
 LU2295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2295.degrees latitude (g = 980.6199 gals.).
 LU2295
 LU2295.The modeled gravity was interpolated from observed gravity values.
 LU2295
 LU2295;                    North         East    Units  Estimated Accuracy
 LU2295;SPC CA 1     -   585,990.    1,846,970.      MT  (+/- 180 meters Scaled)
 LU2295
 LU2295                          SUPERSEDED SURVEY CONTROL
 LU2295
 LU2295  NGVD 29 (12/02/92)  113.886  (m)          373.64   (f) ADJUSTED    1 2
 LU2295
 LU2295.Superseded values are not recommended for survey control.
 LU2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2295.See file dsdata.txt to determine how the superseded data were derived.
 LU2295
 LU2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK322384(NAD 83)
 LU2295
 LU2295_MARKER: DV = VERTICAL CONTROL DISK
 LU2295_SETTING: 66 = SET IN ROCK OUTCROP
 LU2295_SP_SET: BEDROCK
 LU2295_STAMPING: F 1463 1992
 LU2295_MARK LOGO: NGS   
 LU2295_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU2295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU2295+STABILITY: POSITION/ELEVATION WELL
 LU2295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2295+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2295
 LU2295  HISTORY     - Date     Condition        Report By
 LU2295  HISTORY     - 1992     MONUMENTED       NGS
 LU2295
 LU2295                          STATION DESCRIPTION
 LU2295
 LU2295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2295'0.9 KM (0.55 MI) SOUTHERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU2295'OFFICE IN GARBERVILLE, NEAR THE SOUTH END OF A 6 BY 8-FOOT EXPOSED
 LU2295'AREA OF BEDROCK IN A ROAD CUT, 2.1 M (6.9 FT) NORTH OF THE EAST END
 LU2295'OF PIPE CULVERT NUMBER C6B 095 061, 7.0 M (23.0 FT) EAST OF THE ROAD
 LU2295'CENTERLINE, AND 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2319 ***********************************************************************
 LU2319  DESIGNATION -  F 1464
 LU2319  PID         -  LU2319
 LU2319  STATE/COUNTY-  CA/HUMBOLDT
 LU2319  USGS QUAD   -  ETTERSBURG (1969)
 LU2319
 LU2319                         *CURRENT SURVEY CONTROL
 LU2319  ___________________________________________________________________
 LU2319* NAD 83(1986)-  40 07 30.     (N)    123 58 20.     (W)     SCALED    
 LU2319* NAVD 88     -       466.313  (meters)    1529.90   (feet)  ADJUSTED  
 LU2319  ___________________________________________________________________
 LU2319  GEOID HEIGHT-         -30.62  (meters)                     GEOID09
 LU2319  DYNAMIC HT  -         466.059 (meters)    1529.06  (feet)  COMP
 LU2319  MODELED GRAV-     980,065.0   (mgal)                       NAVD 88
 LU2319
 LU2319  VERT ORDER  -  FIRST     CLASS II
 LU2319
 LU2319.The horizontal coordinates were scaled from a topographic map and have
 LU2319.an estimated accuracy of +/- 6 seconds.
 LU2319.
 LU2319.The orthometric height was determined by differential leveling and
 LU2319.adjusted in December 1992.
 LU2319
 LU2319.The geoid height was determined by GEOID09.
 LU2319
 LU2319.The dynamic height is computed by dividing the NAVD 88
 LU2319.geopotential number by the normal gravity value computed on the
 LU2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2319.degrees latitude (g = 980.6199 gals.).
 LU2319
 LU2319.The modeled gravity was interpolated from observed gravity values.
 LU2319
 LU2319;                    North         East    Units  Estimated Accuracy
 LU2319;SPC CA 1     -   589,800.    1,831,910.      MT  (+/- 180 meters Scaled)
 LU2319
 LU2319                          SUPERSEDED SURVEY CONTROL
 LU2319
 LU2319  NGVD 29 (12/02/92)  465.378  (m)         1526.83   (f) ADJUSTED    1 2
 LU2319
 LU2319.Superseded values are not recommended for survey control.
 LU2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2319.See file dsdata.txt to determine how the superseded data were derived.
 LU2319
 LU2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK171420(NAD 83)
 LU2319
 LU2319_MARKER: DV = VERTICAL CONTROL DISK
 LU2319_SETTING: 66 = SET IN ROCK OUTCROP
 LU2319_SP_SET: BEDROCK
 LU2319_STAMPING: F 1464 1992
 LU2319_MARK LOGO: NGS   
 LU2319_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU2319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU2319+STABILITY: POSITION/ELEVATION WELL
 LU2319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2319+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2319
 LU2319  HISTORY     - Date     Condition        Report By
 LU2319  HISTORY     - 1992     MONUMENTED       NGS
 LU2319
 LU2319                          STATION DESCRIPTION
 LU2319
 LU2319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2319'0.1 KM (0.05 MI) NORTHERLY ALONG REDWOOD DRIVE FROM THE POST OFFICE IN
 LU2319'REDWAY, THENCE 16.3 KM (10.10 MI) WESTERLY ALONG BRICELAND ROAD,
 LU2319'THENCE 5.9 KM (3.65 MI) NORTHWESTERLY ALONG WILDER RIDGE ROAD, SET
 LU2319'VERTICALLY IN THE NORTHEAST FACE OF A 20 BY 20-FOOT EXPOSED AREA OF
 LU2319'BEDROCK IN A ROAD CUT, 0.1 KM (0.05 MI) NORTHWEST OF A CATTLE GUARD,
 LU2319'5.8 M (19.0 FT) SOUTHWEST OF THE ROAD CENTERLINE, AND 1.4 M (4.6 FT)
 LU2319'ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1233 ***********************************************************************
 LV1233  DESIGNATION -  F 1465
 LV1233  PID         -  LV1233
 LV1233  STATE/COUNTY-  CA/HUMBOLDT
 LV1233  USGS QUAD   -  BUCKEYE MTN (1970)
 LV1233
 LV1233                         *CURRENT SURVEY CONTROL
 LV1233  ___________________________________________________________________
 LV1233* NAD 83(1986)-  40 15 08.     (N)    124 11 21.     (W)     SCALED    
 LV1233* NAVD 88     -       104.834  (meters)     343.94   (feet)  ADJUSTED  
 LV1233  ___________________________________________________________________
 LV1233  GEOID HEIGHT-         -30.85  (meters)                     GEOID09
 LV1233  DYNAMIC HT  -         104.784 (meters)     343.78  (feet)  COMP
 LV1233  MODELED GRAV-     980,142.2   (mgal)                       NAVD 88
 LV1233
 LV1233  VERT ORDER  -  FIRST     CLASS II
 LV1233
 LV1233.The horizontal coordinates were scaled from a topographic map and have
 LV1233.an estimated accuracy of +/- 6 seconds.
 LV1233.
 LV1233.The orthometric height was determined by differential leveling and
 LV1233.adjusted in December 1992.
 LV1233
 LV1233.The geoid height was determined by GEOID09.
 LV1233
 LV1233.The dynamic height is computed by dividing the NAVD 88
 LV1233.geopotential number by the normal gravity value computed on the
 LV1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1233.degrees latitude (g = 980.6199 gals.).
 LV1233
 LV1233.The modeled gravity was interpolated from observed gravity values.
 LV1233
 LV1233;                    North         East    Units  Estimated Accuracy
 LV1233;SPC CA 1     -   604,360.    1,813,780.      MT  (+/- 180 meters Scaled)
 LV1233
 LV1233                          SUPERSEDED SURVEY CONTROL
 LV1233
 LV1233  NGVD 29 (12/02/92)  103.890  (m)          340.85   (f) ADJUSTED    1 2
 LV1233
 LV1233.Superseded values are not recommended for survey control.
 LV1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1233.See file dsdata.txt to determine how the superseded data were derived.
 LV1233
 LV1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK988564(NAD 83)
 LV1233
 LV1233_MARKER: I = METAL ROD
 LV1233_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1233_SP_SET: STAINLESS STEEL ROD
 LV1233_STAMPING: F 1465 1992
 LV1233_MARK LOGO: NGS   
 LV1233_PROJECTION: FLUSH
 LV1233_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1233+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1233_ROD/PIPE-DEPTH: 6.0  meters
 LV1233
 LV1233  HISTORY     - Date     Condition        Report By
 LV1233  HISTORY     - 1992     MONUMENTED       NGS
 LV1233
 LV1233                          STATION DESCRIPTION
 LV1233
 LV1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1233'7.8 KM (4.85 MI) WESTERLY ALONG MATTOLE ROAD FROM THE JUNCTION OF
 LV1233'WILDER RIDGE ROAD IN HONEYDEW, 0.1 KM (0.05 MI) NORTHEAST OF A SHARP
 LV1233'CURVE, 12.3 M (40.4 FT) NORTHWEST OF THE ROAD CENTERLINE, 8.8 M
 LV1233'(28.9 FT) NORTHWEST OF THE WEST CORNER OF A CATTLE GUARD, 0.6 M
 LV1233'(2.0 FT) BELOW THE LEVEL OF THE ROAD, 0.4 M (1.3 FT) NORTHEAST OF A
 LV1233'FENCE, AND 0.2 M (0.7 FT) NORTHEAST OF A WITNESS POST.  NOTE--ACCESS
 LV1233'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1210 ***********************************************************************
 LV1210  DESIGNATION -  F 1466
 LV1210  PID         -  LV1210
 LV1210  STATE/COUNTY-  CA/HUMBOLDT
 LV1210  USGS QUAD   -  BULL CREEK (1969)
 LV1210
 LV1210                         *CURRENT SURVEY CONTROL
 LV1210  ___________________________________________________________________
 LV1210* NAD 83(1986)-  40 15 30.     (N)    124 06 57.     (W)     SCALED    
 LV1210* NAVD 88     -       490.655  (meters)    1609.76   (feet)  ADJUSTED  
 LV1210  ___________________________________________________________________
 LV1210  GEOID HEIGHT-         -30.73  (meters)                     GEOID09
 LV1210  DYNAMIC HT  -         490.396 (meters)    1608.91  (feet)  COMP
 LV1210  MODELED GRAV-     980,081.2   (mgal)                       NAVD 88
 LV1210
 LV1210  VERT ORDER  -  FIRST     CLASS II
 LV1210
 LV1210.The horizontal coordinates were scaled from a topographic map and have
 LV1210.an estimated accuracy of +/- 6 seconds.
 LV1210.
 LV1210.The orthometric height was determined by differential leveling and
 LV1210.adjusted in December 1992.
 LV1210
 LV1210.The geoid height was determined by GEOID09.
 LV1210
 LV1210.The dynamic height is computed by dividing the NAVD 88
 LV1210.geopotential number by the normal gravity value computed on the
 LV1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1210.degrees latitude (g = 980.6199 gals.).
 LV1210
 LV1210.The modeled gravity was interpolated from observed gravity values.
 LV1210
 LV1210;                    North         East    Units  Estimated Accuracy
 LV1210;SPC CA 1     -   604,880.    1,820,030.      MT  (+/- 180 meters Scaled)
 LV1210
 LV1210                          SUPERSEDED SURVEY CONTROL
 LV1210
 LV1210  NGVD 29 (12/02/92)  489.710  (m)         1606.66   (f) ADJUSTED    1 2
 LV1210
 LV1210.Superseded values are not recommended for survey control.
 LV1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1210.See file dsdata.txt to determine how the superseded data were derived.
 LV1210
 LV1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK051570(NAD 83)
 LV1210
 LV1210_MARKER: DV = VERTICAL CONTROL DISK
 LV1210_SETTING: 66 = SET IN ROCK OUTCROP
 LV1210_SP_SET: BEDROCK
 LV1210_STAMPING: F 1466 1992
 LV1210_MARK LOGO: NGS   
 LV1210_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1210_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1210+STABILITY: POSITION/ELEVATION WELL
 LV1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1210+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1210
 LV1210  HISTORY     - Date     Condition        Report By
 LV1210  HISTORY     - 1992     MONUMENTED       NGS
 LV1210
 LV1210                          STATION DESCRIPTION
 LV1210
 LV1210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1210'4.7 KM (2.90 MI) NORTHEASTERLY ALONG MATTOLE ROAD FROM THE JUNCTION OF
 LV1210'WILDER RIDGE ROAD IN HONEYDEW, NEAR THE CENTER OF A 6 BY 8-FOOT
 LV1210'EXPOSED AREA OF BEDROCK ON THE NORTHWEST SLOPE OF A HILL, 14.5 M
 LV1210'(47.6 FT) SOUTHEAST OF THE ROAD CENTER, 3.0 M (9.8 FT) ABOVE THE
 LV1210'LEVEL OF THE ROAD, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1256 ***********************************************************************
 LV1256  DESIGNATION -  F 1467
 LV1256  PID         -  LV1256
 LV1256  STATE/COUNTY-  CA/HUMBOLDT
 LV1256  USGS QUAD   -  CAPE MENDOCINO (1969)
 LV1256
 LV1256                         *CURRENT SURVEY CONTROL
 LV1256  ___________________________________________________________________
 LV1256* NAD 83(1986)-  40 25 52.     (N)    124 24 00.     (W)     SCALED    
 LV1256* NAVD 88     -        15.692  (meters)      51.48   (feet)  ADJUSTED  
 LV1256  ___________________________________________________________________
 LV1256  GEOID HEIGHT-         -31.57  (meters)                     GEOID09
 LV1256  DYNAMIC HT  -          15.685 (meters)      51.46  (feet)  COMP
 LV1256  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 LV1256
 LV1256  VERT ORDER  -  FIRST     CLASS II
 LV1256
 LV1256.The horizontal coordinates were scaled from a topographic map and have
 LV1256.an estimated accuracy of +/- 6 seconds.
 LV1256.
 LV1256.The orthometric height was determined by differential leveling and
 LV1256.adjusted in December 1992.
 LV1256
 LV1256.The geoid height was determined by GEOID09.
 LV1256
 LV1256.The dynamic height is computed by dividing the NAVD 88
 LV1256.geopotential number by the normal gravity value computed on the
 LV1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1256.degrees latitude (g = 980.6199 gals.).
 LV1256
 LV1256.The modeled gravity was interpolated from observed gravity values.
 LV1256
 LV1256;                    North         East    Units  Estimated Accuracy
 LV1256;SPC CA 1     -   624,680.    1,796,390.      MT  (+/- 180 meters Scaled)
 LV1256
 LV1256                          SUPERSEDED SURVEY CONTROL
 LV1256
 LV1256  NGVD 29 (12/02/92)   14.737  (m)           48.35   (f) ADJUSTED    1 2
 LV1256
 LV1256.Superseded values are not recommended for survey control.
 LV1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1256.See file dsdata.txt to determine how the superseded data were derived.
 LV1256
 LV1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK812765(NAD 83)
 LV1256
 LV1256_MARKER: I = METAL ROD
 LV1256_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1256_SP_SET: STAINLESS STEEL ROD
 LV1256_STAMPING: F 1467 1992
 LV1256_MARK LOGO: NGS   
 LV1256_PROJECTION: FLUSH
 LV1256_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1256+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1256_ROD/PIPE-DEPTH: 3.6  meters
 LV1256
 LV1256  HISTORY     - Date     Condition        Report By
 LV1256  HISTORY     - 1992     MONUMENTED       NGS
 LV1256
 LV1256                          STATION DESCRIPTION
 LV1256
 LV1256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1256'20.3 KM (12.60 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV1256'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, 73.0 M (239.5 FT) NORTH OF
 LV1256'THE CENTER OF A DRIVEWAY, 38.6 M (126.6 FT) SOUTH OF THE SOUTHEAST
 LV1256'CORNER OF BRIDGE NUMBER 26-03 SPANNING SINGLEY CREEK, 15.1 M
 LV1256'(49.5 FT) NORTH OF THE CENTER OF A GATE AND FIELD ENTRANCE, 9.5 M
 LV1256'(31.2 FT) EAST OF AND LEVEL WITH THE ROAD CENTERLINE, AND 0.3 M
 LV1256'(1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 LV1256'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1281 ***********************************************************************
 LV1281  DESIGNATION -  F 1468
 LV1281  PID         -  LV1281
 LV1281  STATE/COUNTY-  CA/HUMBOLDT
 LV1281  USGS QUAD   -  TAYLOR PEAK (1969)
 LV1281
 LV1281                         *CURRENT SURVEY CONTROL
 LV1281  ___________________________________________________________________
 LV1281* NAD 83(1986)-  40 28 25.     (N)    124 08 16.     (W)     SCALED    
 LV1281* NAVD 88     -       274.437  (meters)     900.38   (feet)  ADJUSTED  
 LV1281  ___________________________________________________________________
 LV1281  GEOID HEIGHT-         -30.84  (meters)                     GEOID09
 LV1281  DYNAMIC HT  -         274.295 (meters)     899.92  (feet)  COMP
 LV1281  MODELED GRAV-     980,099.2   (mgal)                       NAVD 88
 LV1281
 LV1281  VERT ORDER  -  FIRST     CLASS II
 LV1281
 LV1281.The horizontal coordinates were scaled from a topographic map and have
 LV1281.an estimated accuracy of +/- 6 seconds.
 LV1281.
 LV1281.The orthometric height was determined by differential leveling and
 LV1281.adjusted in December 1992.
 LV1281
 LV1281.The geoid height was determined by GEOID09.
 LV1281
 LV1281.The dynamic height is computed by dividing the NAVD 88
 LV1281.geopotential number by the normal gravity value computed on the
 LV1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1281.degrees latitude (g = 980.6199 gals.).
 LV1281
 LV1281.The modeled gravity was interpolated from observed gravity values.
 LV1281
 LV1281;                    North         East    Units  Estimated Accuracy
 LV1281;SPC CA 1     -   628,830.    1,818,750.      MT  (+/- 180 meters Scaled)
 LV1281
 LV1281                          SUPERSEDED SURVEY CONTROL
 LV1281
 LV1281  NGVD 29 (12/02/92)  273.456  (m)          897.16   (f) ADJUSTED    1 2
 LV1281
 LV1281.Superseded values are not recommended for survey control.
 LV1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1281.See file dsdata.txt to determine how the superseded data were derived.
 LV1281
 LV1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK035809(NAD 83)
 LV1281
 LV1281_MARKER: I = METAL ROD
 LV1281_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1281_SP_SET: STAINLESS STEEL ROD
 LV1281_STAMPING: F 1468 1992
 LV1281_MARK LOGO: NGS   
 LV1281_PROJECTION: RECESSED 2 CENTIMETERS
 LV1281_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1281_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1281+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1281_ROD/PIPE-DEPTH: 7.2  meters
 LV1281
 LV1281  HISTORY     - Date     Condition        Report By
 LV1281  HISTORY     - 1992     MONUMENTED       NGS
 LV1281
 LV1281                          STATION DESCRIPTION
 LV1281
 LV1281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1281'0.2 KM (0.10 MI) SOUTHEASTERLY ALONG WILDWOOD AVENUE FROM THE POST
 LV1281'OFFICE IN RIO DELL, THENCE 4.5 KM (2.80 MI) SOUTHWESTERLY ALONG
 LV1281'MONUMENT ROAD, 5.1 M (16.7 FT) WEST OF AND LEVEL WITH THE ROAD
 LV1281'CENTER, 3.0 M (9.8 FT) NORTH OF THE CENTER OF A GATE, AND 0.3 M
 LV1281'(1.0 FT) EAST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS
 LV1281'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0220 ***********************************************************************
 LV0220  DESIGNATION -  F 229
 LV0220  PID         -  LV0220
 LV0220  STATE/COUNTY-  CA/HUMBOLDT
 LV0220  USGS QUAD   -  FERNDALE (1972)
 LV0220
 LV0220                         *CURRENT SURVEY CONTROL
 LV0220  ___________________________________________________________________
 LV0220* NAD 83(1986)-  40 30 48.     (N)    124 16 43.     (W)     SCALED    
 LV0220* NAVD 88     -       524.368  (meters)    1720.36   (feet)  ADJUSTED  
 LV0220  ___________________________________________________________________
 LV0220  GEOID HEIGHT-         -31.18  (meters)                     GEOID09
 LV0220  DYNAMIC HT  -         524.089 (meters)    1719.45  (feet)  COMP
 LV0220  MODELED GRAV-     980,075.1   (mgal)                       NAVD 88
 LV0220
 LV0220  VERT ORDER  -  FIRST     CLASS II
 LV0220
 LV0220.The horizontal coordinates were scaled from a topographic map and have
 LV0220.an estimated accuracy of +/- 6 seconds.
 LV0220.
 LV0220.The orthometric height was determined by differential leveling and
 LV0220.adjusted in December 1992.
 LV0220
 LV0220.The geoid height was determined by GEOID09.
 LV0220
 LV0220.The dynamic height is computed by dividing the NAVD 88
 LV0220.geopotential number by the normal gravity value computed on the
 LV0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0220.degrees latitude (g = 980.6199 gals.).
 LV0220
 LV0220.The modeled gravity was interpolated from observed gravity values.
 LV0220
 LV0220;                    North         East    Units  Estimated Accuracy
 LV0220;SPC CA 1     -   633,540.    1,806,930.      MT  (+/- 180 meters Scaled)
 LV0220
 LV0220                          SUPERSEDED SURVEY CONTROL
 LV0220
 LV0220  NGVD 29 (12/02/92)  523.380  (m)         1717.12   (f) ADJUSTED    1 2
 LV0220
 LV0220.Superseded values are not recommended for survey control.
 LV0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0220.See file dsdata.txt to determine how the superseded data were derived.
 LV0220
 LV0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK916855(NAD 83)
 LV0220
 LV0220_MARKER: DB = BENCH MARK DISK
 LV0220_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0220_SP_SET: PREFAB CONC. POST IN EARTH
 LV0220_STAMPING: F 229 1935
 LV0220_MARK LOGO: CGS   
 LV0220_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0220+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 LV0220
 LV0220  HISTORY     - Date     Condition        Report By
 LV0220  HISTORY     - 1935     MONUMENTED       CGS
 LV0220  HISTORY     - 1942     GOOD             CGS
 LV0220  HISTORY     - 19921022 GOOD             NGS
 LV0220
 LV0220                          STATION DESCRIPTION
 LV0220
 LV0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LV0220'6.1 MI S FROM FERNDALE.
 LV0220'6.1 MILES SOUTH ALONG THE PETROLIA ROAD FROM FERNDALE, HUMBOLDT
 LV0220'COUNTY, 12 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 11 FEET EAST
 LV0220'OF THE CENTER OF A WIRE GATE, AND 1 FOOT SOUTH OF THE FENCE.  A
 LV0220'STANDARD DISK, STAMPED F 229 1935 AND SET IN THE TOP OF A CONCRETE
 LV0220'POST.
 LV0220
 LV0220                          STATION RECOVERY (1992)
 LV0220
 LV0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0220'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV0220'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV0220'AVENUE, THENCE 9.4 KM (5.85 MI) SOUTHERLY ALONG MATTOLE ROAD, 0.6 KM
 LV0220'(0.35 MI) NORTHEAST OF THE INTERSECTION OF BEAR RIVER RIDGE ROAD, 4.1
 LV0220'M (13.5 FT) SOUTHEAST OF THE ROAD CENTERLINE, 1.2 M (3.9 FT)
 LV0220'NORTHWEST OF A FENCE, 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS POST, 0.2
 LV0220'M (0.7 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS
 LV0220'0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0402 ***********************************************************************
 LV0402  DESIGNATION -  F 275
 LV0402  PID         -  LV0402
 LV0402  STATE/COUNTY-  CA/HUMBOLDT
 LV0402  USGS QUAD   -  TAYLOR PEAK (1969)
 LV0402
 LV0402                         *CURRENT SURVEY CONTROL
 LV0402  ___________________________________________________________________
 LV0402* NAD 83(1986)-  40 27 00.     (N)    124 08 29.     (W)     SCALED    
 LV0402* NAVD 88     -       598.847  (meters)    1964.72   (feet)  ADJUSTED  
 LV0402  ___________________________________________________________________
 LV0402  GEOID HEIGHT-         -30.77  (meters)                     GEOID09
 LV0402  DYNAMIC HT  -         598.511 (meters)    1963.61  (feet)  COMP
 LV0402  MODELED GRAV-     980,044.9   (mgal)                       NAVD 88
 LV0402
 LV0402  VERT ORDER  -  FIRST     CLASS II
 LV0402
 LV0402.The horizontal coordinates were scaled from a topographic map and have
 LV0402.an estimated accuracy of +/- 6 seconds.
 LV0402.
 LV0402.The orthometric height was determined by differential leveling and
 LV0402.adjusted in December 1992.
 LV0402
 LV0402.The geoid height was determined by GEOID09.
 LV0402
 LV0402.The dynamic height is computed by dividing the NAVD 88
 LV0402.geopotential number by the normal gravity value computed on the
 LV0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0402.degrees latitude (g = 980.6199 gals.).
 LV0402
 LV0402.The modeled gravity was interpolated from observed gravity values.
 LV0402
 LV0402;                    North         East    Units  Estimated Accuracy
 LV0402;SPC CA 1     -   626,210.    1,818,380.      MT  (+/- 180 meters Scaled)
 LV0402
 LV0402                          SUPERSEDED SURVEY CONTROL
 LV0402
 LV0402  NGVD 29 (12/02/92)  597.851  (m)         1961.45   (f) ADJUSTED    1 2
 LV0402
 LV0402.Superseded values are not recommended for survey control.
 LV0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0402.See file dsdata.txt to determine how the superseded data were derived.
 LV0402
 LV0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK032783(NAD 83)
 LV0402
 LV0402_MARKER: DB = BENCH MARK DISK
 LV0402_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0402_SP_SET: PREFAB CONC. POST IN EARTH
 LV0402_STAMPING: F 275 1935
 LV0402_MARK LOGO: CGS   
 LV0402_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0402+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1992
 LV0402
 LV0402  HISTORY     - Date     Condition        Report By
 LV0402  HISTORY     - 1935     MONUMENTED       CGS
 LV0402  HISTORY     - 1942     GOOD             CGS
 LV0402  HISTORY     - 19910625 GOOD             CADT
 LV0402  HISTORY     - 19921017 GOOD             NGS
 LV0402
 LV0402                          STATION DESCRIPTION
 LV0402
 LV0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LV0402'4.6 MI SW FROM WILDWOOD.
 LV0402'4.6 MILES SOUTHWEST ALONG THE BEAR RIVER RIDGE ROAD FROM
 LV0402'WILDWOOD (POST OFFICE RIO DELL) HUMBOLDT COUNTY, AT THE
 LV0402'Y-JUNCTION OF A ROAD LEADING SOUTH, 34 FEET SOUTHEAST OF THE
 LV0402'CENTERLINE OF THE MAIN ROAD, 26 FEET WEST OF THE CENTERLINE OF THE
 LV0402'SIDE ROAD, 36 YARDS SOUTH OF THE CROSSING OF A TELEPHONE LINE,
 LV0402'47 FEET SOUTH OF THE SOUTHWEST END OF A 10-BY 12-INCH WOODEN-BOX
 LV0402'CULVERT, AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 LV0402'STAMPED F 275 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LV0402
 LV0402                          STATION RECOVERY (1991)
 LV0402
 LV0402'RECOVERY NOTE BY CALTRANS 1991
 LV0402'4.6 MI (7.4 KM) SOUTHWEST ALONG THE BEAR RIVER RIDGE ROAD FROM
 LV0402'WILDWOOD (POST OFFICE RIO DELL) HUMBOLDT COUNTY, AT THE Y-JUNCTION OF
 LV0402'A ROAD LEADING SOUTH, 34 FT (10.4 M) SOUTHEAST OF THE CENTERLINE OF
 LV0402'THE MAIN ROAD, 26 FT (7.9 M) WEST OF THE CENTERLINE OF THE SIDE ROAD,
 LV0402'36 YARDS SOUTH OF THE CROSSING OF A TELEPHONE LINE, 47 FT (14.3 M)
 LV0402'SOUTH OF THE SOUTHWEST END OF A 10-BY 12-INCH WOODEN-BOX CULVERT, AND
 LV0402'NEAR A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 275
 LV0402'1935 AND SET IN THE TOP OF A CONCRETE POST. NOTE--SOUTHWEST OF AND
 LV0402'ACROSS MONUMENT ROAD FROM HPGN CA 01 07.
 LV0402
 LV0402                          STATION RECOVERY (1992)
 LV0402
 LV0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0402'0.2 KM (0.10 MI) SOUTHEASTERLY ALONG WILDWOOD AVENUE FROM THE POST
 LV0402'OFFICE IN RIO DELL, THENCE 7.9 KM (4.90 MI) SOUTHWESTERLY ALONG
 LV0402'MONUMENT ROAD, 21.3 M (69.9 FT) SOUTHWEST OF TRIANGULATION STATION
 LV0402'HPGN CA 01 07, 13.9 M (45.6 FT) EAST OF THE CENTER OF BEAR RIVER
 LV0402'RIDGE ROAD, 10.0 M (32.8 FT) SOUTHWEST OF THE ROAD CENTER, 0.6 M
 LV0402'(2.0 FT) ABOVE THE LEVEL OF MONUMENT ROAD, AND THE MONUMENT PROJECTS
 LV0402'0.2 M (0.7 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS
 LV0402'CHIPPED ON ALL SIDES, BUT IT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1295 ***********************************************************************
 LV1295  DESIGNATION -  FERNBRIDGE
 LV1295  PID         -  LV1295
 LV1295  STATE/COUNTY-  CA/HUMBOLDT
 LV1295  USGS QUAD   -  FORTUNA (1972)
 LV1295
 LV1295                         *CURRENT SURVEY CONTROL
 LV1295  ___________________________________________________________________
 LV1295* NAD 83(1986)-  40 36 47.     (N)    124 12 13.     (W)     SCALED    
 LV1295* NAVD 88     -         3.138  (meters)      10.30   (feet)  ADJUSTED  
 LV1295  ___________________________________________________________________
 LV1295  GEOID HEIGHT-         -31.11  (meters)                     GEOID09
 LV1295  DYNAMIC HT  -           3.136 (meters)      10.29  (feet)  COMP
 LV1295  MODELED GRAV-     980,171.3   (mgal)                       NAVD 88
 LV1295
 LV1295  VERT ORDER  -  FIRST     CLASS II
 LV1295
 LV1295.The horizontal coordinates were scaled from a topographic map and have
 LV1295.an estimated accuracy of +/- 6 seconds.
 LV1295.
 LV1295.The orthometric height was determined by differential leveling and
 LV1295.adjusted in December 1992.
 LV1295
 LV1295.The geoid height was determined by GEOID09.
 LV1295
 LV1295.The dynamic height is computed by dividing the NAVD 88
 LV1295.geopotential number by the normal gravity value computed on the
 LV1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1295.degrees latitude (g = 980.6199 gals.).
 LV1295
 LV1295.The modeled gravity was interpolated from observed gravity values.
 LV1295
 LV1295;                    North         East    Units  Estimated Accuracy
 LV1295;SPC CA 1     -   644,440.    1,813,560.      MT  (+/- 180 meters Scaled)
 LV1295
 LV1295                          SUPERSEDED SURVEY CONTROL
 LV1295
 LV1295  NGVD 29 (12/02/92)    2.151  (m)            7.06   (f) ADJUSTED    1 2
 LV1295
 LV1295.Superseded values are not recommended for survey control.
 LV1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1295.See file dsdata.txt to determine how the superseded data were derived.
 LV1295
 LV1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK981965(NAD 83)
 LV1295
 LV1295_MARKER: DD = SURVEY DISK
 LV1295_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV1295_SP_SET: PIER
 LV1295_STAMPING: BM FERNBRIDGE 1980
 LV1295_MARK LOGO: CASLC 
 LV1295_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1295_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1295+STABILITY: POSITION/ELEVATION WELL
 LV1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1295+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 LV1295
 LV1295  HISTORY     - Date     Condition        Report By
 LV1295  HISTORY     - 1980     MONUMENTED       CASLC
 LV1295  HISTORY     - 19921022 GOOD             NGS
 LV1295
 LV1295                          STATION DESCRIPTION
 LV1295
 LV1295'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1295'7.3 KM (4.55 MI) NORTHEASTERLY ALONG STATE HIGHWAY 211 (MAIN STREET)
 LV1295'FROM THE POST OFFICE IN FERNDALE, IN TOP OF AND NEAR THE NORTHWEST END
 LV1295'OF THE CONCRETE FOOTING OF THE 2ND PIER SOUTHWEST OF THE NORTHEAST
 LV1295'ABUTMENT OF THE HIGHWAY BRIDGE SPANNING THE EEL RIVER, 15.0 M
 LV1295'(49.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 11.4 M (37.4 FT) NORTHWEST
 LV1295'OF THE HIGHWAY CENTERLINE, 0.8 M (2.6 FT) SOUTHEAST OF THE NORTHWEST
 LV1295'END OF THE PIER, AND 0.8 M (2.6 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1257 ***********************************************************************
 LU1257  DESIGNATION -  G 1084
 LU1257  PID         -  LU1257
 LU1257  STATE/COUNTY-  CA/HUMBOLDT
 LU1257  USGS QUAD   -  GARBERVILLE (1970)
 LU1257
 LU1257                         *CURRENT SURVEY CONTROL
 LU1257  ___________________________________________________________________
 LU1257* NAD 83(1986)-  40 06 21.     (N)    123 47 43.     (W)     SCALED    
 LU1257* NAVD 88     -       136.304  (meters)     447.19   (feet)  ADJUSTED  
 LU1257  ___________________________________________________________________
 LU1257  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 LU1257  DYNAMIC HT  -         136.230 (meters)     446.95  (feet)  COMP
 LU1257  MODELED GRAV-     980,080.2   (mgal)                       NAVD 88
 LU1257
 LU1257  VERT ORDER  -  FIRST     CLASS II
 LU1257
 LU1257.The horizontal coordinates were scaled from a topographic map and have
 LU1257.an estimated accuracy of +/- 6 seconds.
 LU1257.
 LU1257.The orthometric height was determined by differential leveling and
 LU1257.adjusted in December 1992.
 LU1257
 LU1257.The geoid height was determined by GEOID09.
 LU1257
 LU1257.The dynamic height is computed by dividing the NAVD 88
 LU1257.geopotential number by the normal gravity value computed on the
 LU1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1257.degrees latitude (g = 980.6199 gals.).
 LU1257
 LU1257.The modeled gravity was interpolated from observed gravity values.
 LU1257
 LU1257;                    North         East    Units  Estimated Accuracy
 LU1257;SPC CA 1     -   587,350.    1,846,950.      MT  (+/- 180 meters Scaled)
 LU1257
 LU1257                          SUPERSEDED SURVEY CONTROL
 LU1257
 LU1257  NAVD 88 (06/15/91)  136.304  (m)          447.19   (f) UNKNOWN     1 2
 LU1257  NGVD 29 (12/02/92)  135.379  (m)          444.16   (f) ADJUSTED    1 2
 LU1257
 LU1257.Superseded values are not recommended for survey control.
 LU1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1257.See file dsdata.txt to determine how the superseded data were derived.
 LU1257
 LU1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK322398(NAD 83)
 LU1257
 LU1257_MARKER: DB = BENCH MARK DISK
 LU1257_SETTING: 66 = SET IN ROCK OUTCROP
 LU1257_SP_SET: BEDROCK
 LU1257_STAMPING: G 1084 1967
 LU1257_MARK LOGO: CGS   
 LU1257_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1257+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1257
 LU1257  HISTORY     - Date     Condition        Report By
 LU1257  HISTORY     - 1967     MONUMENTED       CGS
 LU1257  HISTORY     - 19880330 GOOD             NGS
 LU1257  HISTORY     - 19920729 GOOD             NGS
 LU1257
 LU1257                          STATION DESCRIPTION
 LU1257
 LU1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1257'0.4 MI N FROM GARBERVILLE.
 LU1257'0.45 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1257'GARBERVILLE, BETWEEN FREEWAY OVERPASS AND THE OLD BRIDGE OVER BEAR
 LU1257'CREEK, IN THE TOP OF A LOWER PORTION OF A MASSIVE SANDSTONE
 LU1257'OUTCROP, 24 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 360 FEET
 LU1257'SOUTH OF THE SOUTH END OF BEAR CREEK BRIDGE AND BENCH MARK X
 LU1257'101 RESET 1963, 2.0 FEET SOUTH OF A WITNESS POST, AND ABOUT 4 1/2
 LU1257'FEET HIGHER THAN THE HIGHWAY.
 LU1257
 LU1257                          STATION RECOVERY (1988)
 LU1257
 LU1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1257'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 LU1257'CHANGE--U.S. HIGHWAY 101 TO REDWOOD DRIVE.
 LU1257
 LU1257                          STATION RECOVERY (1992)
 LU1257
 LU1257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1257'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1257'OFFICE IN GARBERVILLE, THENCE 0.7 KM (0.45 MI) NORTHERLY ALONG
 LU1257'REDWOOD DRIVE, IN THE LOWER PORTION OF A MASSIVE SANDSTONE OUTCROP,
 LU1257'109.7 M (359.9 FT) SOUTH OF THE SOUTH END OF A BRIDGE SPANNING BEAR
 LU1257'CREEK, 7.3 M (24.0 FT) EAST OF THE CENTERLINE OF THE DRIVE, 1.1 M
 LU1257'(3.6 FT) ABOVE THE LEVEL OF THE DRIVE, AND 0.6 M (2.0 FT) SOUTH OF A
 LU1257'WITNESS POST. NOTE--THE SANDSTONE ON THE WEST SIDE OF THE DISK HAS
 LU1257'DETERIORATED, BUT THE DISK IS STILL SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0429 ***********************************************************************
 LV0429  DESIGNATION -  G 1086
 LV0429  PID         -  LV0429
 LV0429  STATE/COUNTY-  CA/HUMBOLDT
 LV0429  USGS QUAD   -  SCOTIA (1970)
 LV0429
 LV0429                         *CURRENT SURVEY CONTROL
 LV0429  ___________________________________________________________________
 LV0429* NAD 83(1986)-  40 26 24.     (N)    124 01 34.     (W)     SCALED    
 LV0429* NAVD 88     -        50.919  (meters)     167.06   (feet)  ADJUSTED  
 LV0429  ___________________________________________________________________
 LV0429  GEOID HEIGHT-         -30.63  (meters)                     GEOID09
 LV0429  DYNAMIC HT  -          50.894 (meters)     166.97  (feet)  COMP
 LV0429  MODELED GRAV-     980,124.0   (mgal)                       NAVD 88
 LV0429
 LV0429  VERT ORDER  -  FIRST     CLASS II
 LV0429
 LV0429.The horizontal coordinates were scaled from a topographic map and have
 LV0429.an estimated accuracy of +/- 6 seconds.
 LV0429.
 LV0429.The orthometric height was determined by differential leveling and
 LV0429.adjusted in December 1992.
 LV0429
 LV0429.The geoid height was determined by GEOID09.
 LV0429
 LV0429.The dynamic height is computed by dividing the NAVD 88
 LV0429.geopotential number by the normal gravity value computed on the
 LV0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0429.degrees latitude (g = 980.6199 gals.).
 LV0429
 LV0429.The modeled gravity was interpolated from observed gravity values.
 LV0429
 LV0429;                    North         East    Units  Estimated Accuracy
 LV0429;SPC CA 1     -   624,870.    1,828,130.      MT  (+/- 180 meters Scaled)
 LV0429
 LV0429                          SUPERSEDED SURVEY CONTROL
 LV0429
 LV0429  NAVD 88 (06/15/91)   50.961  (m)          167.19   (f) UNKNOWN     1 2
 LV0429  NGVD 29 (12/02/92)   49.951  (m)          163.88   (f) ADJUSTED    1 2
 LV0429
 LV0429.Superseded values are not recommended for survey control.
 LV0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0429.See file dsdata.txt to determine how the superseded data were derived.
 LV0429
 LV0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK129771(NAD 83)
 LV0429
 LV0429_MARKER: DB = BENCH MARK DISK
 LV0429_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0429_SP_SET: BRIDGE GUARDRAIL
 LV0429_STAMPING: G 1086 1967
 LV0429_MARK LOGO: CGS   
 LV0429_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0429+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0429
 LV0429  HISTORY     - Date     Condition        Report By
 LV0429  HISTORY     - 1967     MONUMENTED       CGS
 LV0429  HISTORY     - 19880227 GOOD             NGS
 LV0429  HISTORY     - 19920728 GOOD             NGS
 LV0429
 LV0429                          STATION DESCRIPTION
 LV0429
 LV0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0429'6.2 MI S FROM SCOTIA.
 LV0429'6.15 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE SOUTH END OF
 LV0429'THE EEL RIVER BRIDGE AT SCOTIA, IN THE TOP AND 1.0 FOOT EAST OF
 LV0429'THE WEST END OF THE NORTH CONCRETE GUARDRAIL OF GREENLOW CREEK
 LV0429'BRIDGE, 21 FEET NORTH OF THE CENTER LINE OF THE NORTH LANES OF
 LV0429'THE HIGHWAY, AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
 LV0429
 LV0429                          STATION RECOVERY (1988)
 LV0429
 LV0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0429'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.4 KM (15.80
 LV0429'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LV0429'FORTUNA.
 LV0429
 LV0429                          STATION RECOVERY (1992)
 LV0429
 LV0429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0429'25.4 KM (15.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0429'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0429'IN TOP OF AND 0.3 M (1.0 FT) EAST OF THE WEST END OF THE NORTH
 LV0429'CONCRETE BRIDGE RAIL OF A HIGHWAY BRIDGE SPANNING GREENLOW CREEK, 6.4
 LV0429'M (21.0 FT) NORTH OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LV0429'HIGHWAY, AND 1.1 M (3.6 FT)  ABOVE THE LEVEL OF THE HIGHWAY.
 LV0429'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0250 ***********************************************************************
 LV0250  DESIGNATION -  G 1087 RESET
 LV0250  PID         -  LV0250
 LV0250  STATE/COUNTY-  CA/HUMBOLDT
 LV0250  USGS QUAD   -  FIELDS LANDING (1972)
 LV0250
 LV0250                         *CURRENT SURVEY CONTROL
 LV0250  ___________________________________________________________________
 LV0250* NAD 83(1986)-  40 39 06.     (N)    124 12 40.     (W)     SCALED    
 LV0250* NAVD 88     -        85.839  (meters)     281.62   (feet)  ADJUSTED  
 LV0250  ___________________________________________________________________
 LV0250  GEOID HEIGHT-         -31.07  (meters)                     GEOID09
 LV0250  DYNAMIC HT  -          85.799 (meters)     281.49  (feet)  COMP
 LV0250  MODELED GRAV-     980,163.9   (mgal)                       NAVD 88
 LV0250
 LV0250  VERT ORDER  -  FIRST     CLASS II
 LV0250
 LV0250.The horizontal coordinates were scaled from a topographic map and have
 LV0250.an estimated accuracy of +/- 6 seconds.
 LV0250.
 LV0250.The orthometric height was determined by differential leveling and
 LV0250.adjusted in December 1992.
 LV0250
 LV0250.The geoid height was determined by GEOID09.
 LV0250
 LV0250.The dynamic height is computed by dividing the NAVD 88
 LV0250.geopotential number by the normal gravity value computed on the
 LV0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0250.degrees latitude (g = 980.6199 gals.).
 LV0250
 LV0250.The modeled gravity was interpolated from observed gravity values.
 LV0250
 LV0250;                    North         East    Units  Estimated Accuracy
 LV0250;SPC CA 1     -   648,740.    1,813,030.      MT  (+/- 180 meters Scaled)
 LV0250
 LV0250                          SUPERSEDED SURVEY CONTROL
 LV0250
 LV0250  NAVD 88 (06/15/91)   85.839  (m)          281.62   (f) UNKNOWN     1 2
 LV0250  NGVD 29 (12/02/92)   84.850  (m)          278.38   (f) ADJUSTED    1 2
 LV0250
 LV0250.Superseded values are not recommended for survey control.
 LV0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0250.See file dsdata.txt to determine how the superseded data were derived.
 LV0250
 LV0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCL976007(NAD 83)
 LV0250
 LV0250_MARKER: DB = BENCH MARK DISK
 LV0250_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0250_SP_SET: HEADWALL
 LV0250_STAMPING: G 1087 1967 RESET 1970
 LV0250_MARK LOGO: CADH  
 LV0250_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0250+STABILITY: SURFACE MOTION
 LV0250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0250+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 LV0250
 LV0250  HISTORY     - Date     Condition        Report By
 LV0250  HISTORY     - 1970     MONUMENTED       CADH
 LV0250  HISTORY     - 19880224 GOOD             NGS
 LV0250  HISTORY     - 19920727 GOOD             NGS
 LV0250
 LV0250                          STATION DESCRIPTION
 LV0250
 LV0250'DESCRIBED BY CA DIV OF HIGHWAYS 1970
 LV0250'5 MI N FROM FORTUNA.
 LV0250'5 MILES NORTH ALONG U.S. HIGHWAY 101 FROM FORTUNA, AT MILE POST
 LV0250'66.75, ATTACHED TO THE TOP OF THE SOUTH END OF A CULVERT HEADWALL
 LV0250'FROM EPOXY, 55 FEET EASTERLY OF THE CENTER LINE OF THE HIGHWAY.
 LV0250
 LV0250                          STATION RECOVERY (1988)
 LV0250
 LV0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0250'RECOVERED IN GOOD CONDITION.
 LV0250
 LV0250                          STATION RECOVERY (1992)
 LV0250
 LV0250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0250'8.3 KM (5.15 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0250'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, IN
 LV0250'TOP OF AND 0.2 M (0.7 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE
 LV0250'HEADWALL OF A CULVERT AT MILEPOST 66.75, 16.8 M (55.1 FT) EAST OF THE
 LV0250'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 0.8 M
 LV0250'(2.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1882 ***********************************************************************
 LU1882  DESIGNATION -  G 1404
 LU1882  PID         -  LU1882
 LU1882  STATE/COUNTY-  CA/HUMBOLDT
 LU1882  USGS QUAD   -  GARBERVILLE (1970)
 LU1882
 LU1882                         *CURRENT SURVEY CONTROL
 LU1882  ___________________________________________________________________
 LU1882* NAD 83(1986)-  40 07 02.     (N)    123 49 11.     (W)     SCALED    
 LU1882* NAVD 88     -       152.414  (meters)     500.04   (feet)  ADJUSTED  
 LU1882  ___________________________________________________________________
 LU1882  GEOID HEIGHT-         -30.51  (meters)                     GEOID09
 LU1882  DYNAMIC HT  -         152.330 (meters)     499.77  (feet)  COMP
 LU1882  MODELED GRAV-     980,072.7   (mgal)                       NAVD 88
 LU1882
 LU1882  VERT ORDER  -  FIRST     CLASS II
 LU1882
 LU1882.The horizontal coordinates were scaled from a topographic map and have
 LU1882.an estimated accuracy of +/- 6 seconds.
 LU1882.
 LU1882.The orthometric height was determined by differential leveling and
 LU1882.adjusted in December 1992.
 LU1882
 LU1882.The geoid height was determined by GEOID09.
 LU1882
 LU1882.The dynamic height is computed by dividing the NAVD 88
 LU1882.geopotential number by the normal gravity value computed on the
 LU1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1882.degrees latitude (g = 980.6199 gals.).
 LU1882
 LU1882.The modeled gravity was interpolated from observed gravity values.
 LU1882
 LU1882;                    North         East    Units  Estimated Accuracy
 LU1882;SPC CA 1     -   588,650.    1,844,890.      MT  (+/- 180 meters Scaled)
 LU1882
 LU1882                          SUPERSEDED SURVEY CONTROL
 LU1882
 LU1882  NAVD 88 (06/15/91)  152.414  (m)          500.04   (f) UNKNOWN     1 2
 LU1882  NGVD 29 (12/02/92)  151.485  (m)          497.00   (f) ADJUSTED    1 2
 LU1882
 LU1882.Superseded values are not recommended for survey control.
 LU1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1882.See file dsdata.txt to determine how the superseded data were derived.
 LU1882
 LU1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK301410(NAD 83)
 LU1882
 LU1882_MARKER: I = METAL ROD
 LU1882_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1882_SP_SET: STAINLESS STEEL ROD
 LU1882_STAMPING: G 1404 1988
 LU1882_MARK LOGO: NGS   
 LU1882_PROJECTION: FLUSH
 LU1882_MAGNETIC: I = MARKER IS A STEEL ROD
 LU1882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1882+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1882_ROD/PIPE-DEPTH: 5.2  meters
 LU1882
 LU1882  HISTORY     - Date     Condition        Report By
 LU1882  HISTORY     - 1988     MONUMENTED       NGS
 LU1882  HISTORY     - 19920729 GOOD             NGS
 LU1882
 LU1882                          STATION DESCRIPTION
 LU1882
 LU1882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1882'IN REDWAY, AT THE INTERSECTION OF REDWOOD AND REDWAY DRIVES, 66.7 M
 LU1882'(218.8 FT) SOUTHWEST OF THE CENTERLINE OF REDWOOD DRIVE, 8.4 M (27.6
 LU1882'FT) SOUTHEAST OF THE CENTERLINE OF REDWAY DRIVE, 2.3 M (7.5 FT)
 LU1882'SOUTHEAST OF A FENCE CORNER, 0.7 M (2.3 FT) NORTHWEST OF UTILITY POLE
 LU1882'NUMBER 1191381, 0.3 M (1.0 FT) NORTHEAST OF A FENCE, AND LEVEL WITH
 LU1882'REDWAY DRIVE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LU1882'LOGO CAP.
 LU1882
 LU1882                          STATION RECOVERY (1992)
 LU1882
 LU1882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1882'IN REDWAY, AT THE INTERSECTION OF REDWOOD AND REDWAY DRIVES, 66.7 M
 LU1882'(218.8 FT) SOUTHWEST OF THE CENTERLINE OF REDWOOD DRIVE, 8.4 M
 LU1882'(27.6 FT) SOUTHEAST OF THE CENTERLINE OF REDWAY DRIVE, 2.3 M
 LU1882'(7.5 FT) SOUTHEAST OF A FENCE CORNER, 0.7 M (2.3 FT) NORTHWEST OF
 LU1882'UTILITY POLE NUMBER 1191381, 0.3 M (1.0 FT) NORTHEAST OF THE FENCE,
 LU1882'AND LEVEL WITH REDWAY DRIVE.  NOTE--ACCESS TO THE DATUM POINT IS
 LU1882'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2296 ***********************************************************************
 LU2296  DESIGNATION -  G 1463
 LU2296  PID         -  LU2296
 LU2296  STATE/COUNTY-  CA/HUMBOLDT
 LU2296  USGS QUAD   -  GARBERVILLE (1970)
 LU2296
 LU2296                         *CURRENT SURVEY CONTROL
 LU2296  ___________________________________________________________________
 LU2296* NAD 83(1986)-  40 05 30.     (N)    123 47 57.     (W)     SCALED    
 LU2296* NAVD 88     -       108.635  (meters)     356.41   (feet)  ADJUSTED  
 LU2296  ___________________________________________________________________
 LU2296  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU2296  DYNAMIC HT  -         108.576 (meters)     356.22  (feet)  COMP
 LU2296  MODELED GRAV-     980,083.4   (mgal)                       NAVD 88
 LU2296
 LU2296  VERT ORDER  -  FIRST     CLASS II
 LU2296
 LU2296.The horizontal coordinates were scaled from a topographic map and have
 LU2296.an estimated accuracy of +/- 6 seconds.
 LU2296.
 LU2296.The orthometric height was determined by differential leveling and
 LU2296.adjusted in December 1992.
 LU2296
 LU2296.The geoid height was determined by GEOID09.
 LU2296
 LU2296.The dynamic height is computed by dividing the NAVD 88
 LU2296.geopotential number by the normal gravity value computed on the
 LU2296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2296.degrees latitude (g = 980.6199 gals.).
 LU2296
 LU2296.The modeled gravity was interpolated from observed gravity values.
 LU2296
 LU2296;                    North         East    Units  Estimated Accuracy
 LU2296;SPC CA 1     -   585,780.    1,846,580.      MT  (+/- 180 meters Scaled)
 LU2296
 LU2296                          SUPERSEDED SURVEY CONTROL
 LU2296
 LU2296  NGVD 29 (12/02/92)  107.710  (m)          353.38   (f) ADJUSTED    1 2
 LU2296
 LU2296.Superseded values are not recommended for survey control.
 LU2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2296.See file dsdata.txt to determine how the superseded data were derived.
 LU2296
 LU2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK318382(NAD 83)
 LU2296
 LU2296_MARKER: DV = VERTICAL CONTROL DISK
 LU2296_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU2296_SP_SET: ABUTMENT
 LU2296_STAMPING: G 1463 1992
 LU2296_MARK LOGO: NGS   
 LU2296_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU2296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2296+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2296
 LU2296  HISTORY     - Date     Condition        Report By
 LU2296  HISTORY     - 1992     MONUMENTED       NGS
 LU2296
 LU2296                          STATION DESCRIPTION
 LU2296
 LU2296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2296'1.9 KM (1.20 MI) SOUTHERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU2296'OFFICE IN GARBERVILLE, SET VERTICALLY IN THE WEST FACE OF THE NORTH
 LU2296'ABUTMENT OF A BRIDGE SPANNING THE SOUTH FORK OF THE EEL RIVER, 5.3 M
 LU2296'(17.4 FT) WEST OF THE ROAD CENTERLINE, 1.4 M (4.6 FT) ABOVE THE
 LU2296'GROUND SURFACE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, AND 0.9 M
 LU2296'(3.0 FT) NORTH OF THE SOUTHWEST CORNER OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2323 ***********************************************************************
 LU2323  DESIGNATION -  G 1464
 LU2323  PID         -  LU2323
 LU2323  STATE/COUNTY-  CA/HUMBOLDT
 LU2323  USGS QUAD   -  ETTERSBURG (1969)
 LU2323
 LU2323                         *CURRENT SURVEY CONTROL
 LU2323  ___________________________________________________________________
 LU2323* NAD 83(1986)-  40 08 05.     (N)    123 58 52.     (W)     SCALED    
 LU2323* NAVD 88     -       389.611  (meters)    1278.25   (feet)  ADJUSTED  
 LU2323  ___________________________________________________________________
 LU2323  GEOID HEIGHT-         -30.62  (meters)                     GEOID09
 LU2323  DYNAMIC HT  -         389.404 (meters)    1277.57  (feet)  COMP
 LU2323  MODELED GRAV-     980,081.9   (mgal)                       NAVD 88
 LU2323
 LU2323  VERT ORDER  -  FIRST     CLASS II
 LU2323
 LU2323.The horizontal coordinates were scaled from a topographic map and have
 LU2323.an estimated accuracy of +/- 6 seconds.
 LU2323.
 LU2323.The orthometric height was determined by differential leveling and
 LU2323.adjusted in December 1992.
 LU2323
 LU2323.The geoid height was determined by GEOID09.
 LU2323
 LU2323.The dynamic height is computed by dividing the NAVD 88
 LU2323.geopotential number by the normal gravity value computed on the
 LU2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2323.degrees latitude (g = 980.6199 gals.).
 LU2323
 LU2323.The modeled gravity was interpolated from observed gravity values.
 LU2323
 LU2323;                    North         East    Units  Estimated Accuracy
 LU2323;SPC CA 1     -   590,890.    1,831,180.      MT  (+/- 180 meters Scaled)
 LU2323
 LU2323                          SUPERSEDED SURVEY CONTROL
 LU2323
 LU2323  NGVD 29 (12/02/92)  388.680  (m)         1275.19   (f) ADJUSTED    1 2
 LU2323
 LU2323.Superseded values are not recommended for survey control.
 LU2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2323.See file dsdata.txt to determine how the superseded data were derived.
 LU2323
 LU2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK164431(NAD 83)
 LU2323
 LU2323_MARKER: I = METAL ROD
 LU2323_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU2323_SP_SET: STAINLESS STEEL ROD
 LU2323_STAMPING: G 1464 1992
 LU2323_MARK LOGO: NGS   
 LU2323_PROJECTION: FLUSH
 LU2323_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2323_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2323+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2323_ROD/PIPE-DEPTH: 6.7  meters
 LU2323
 LU2323  HISTORY     - Date     Condition        Report By
 LU2323  HISTORY     - 1992     MONUMENTED       NGS
 LU2323
 LU2323                          STATION DESCRIPTION
 LU2323
 LU2323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2323'0.1 KM (0.05 MI) NORTHERLY ALONG REDWOOD DRIVE FROM THE POST OFFICE IN
 LU2323'REDWAY, THENCE 16.3 KM (10.10 MI) WESTERLY ALONG BRICELAND ROAD,
 LU2323'THENCE 7.4 KM (4.60 MI) NORTHWESTERLY ALONG WILDER RIDGE ROAD, 6.1 M
 LU2323'(20.0 FT) SOUTHWEST OF AND LEVEL WITH THE ROAD CENTER, 5.2 M
 LU2323'(17.1 FT) SOUTHEAST OF THE SOUTH CORNER OF A CATTLE GUARD, 2.0 M
 LU2323'(6.6 FT) NORTHEAST OF THE CENTER OF A TRACK ROAD AND GATE, 1.0 M
 LU2323'(3.3 FT) EAST OF A GATE SUPPORT POST, AND 0.3 M (1.0 FT) NORTHEAST OF
 LU2323'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LU2323'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1234 ***********************************************************************
 LV1234  DESIGNATION -  G 1465
 LV1234  PID         -  LV1234
 LV1234  STATE/COUNTY-  CA/HUMBOLDT
 LV1234  USGS QUAD   -  BUCKEYE MTN (1970)
 LV1234
 LV1234                         *CURRENT SURVEY CONTROL
 LV1234  ___________________________________________________________________
 LV1234* NAD 83(1986)-  40 15 55.     (N)    124 11 50.     (W)     SCALED    
 LV1234* NAVD 88     -        82.814  (meters)     271.70   (feet)  ADJUSTED  
 LV1234  ___________________________________________________________________
 LV1234  GEOID HEIGHT-         -30.87  (meters)                     GEOID09
 LV1234  DYNAMIC HT  -          82.774 (meters)     271.57  (feet)  COMP
 LV1234  MODELED GRAV-     980,149.5   (mgal)                       NAVD 88
 LV1234
 LV1234  VERT ORDER  -  FIRST     CLASS II
 LV1234
 LV1234.The horizontal coordinates were scaled from a topographic map and have
 LV1234.an estimated accuracy of +/- 6 seconds.
 LV1234.
 LV1234.The orthometric height was determined by differential leveling and
 LV1234.adjusted in December 1992.
 LV1234
 LV1234.The geoid height was determined by GEOID09.
 LV1234
 LV1234.The dynamic height is computed by dividing the NAVD 88
 LV1234.geopotential number by the normal gravity value computed on the
 LV1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1234.degrees latitude (g = 980.6199 gals.).
 LV1234
 LV1234.The modeled gravity was interpolated from observed gravity values.
 LV1234
 LV1234;                    North         East    Units  Estimated Accuracy
 LV1234;SPC CA 1     -   605,830.    1,813,130.      MT  (+/- 180 meters Scaled)
 LV1234
 LV1234                          SUPERSEDED SURVEY CONTROL
 LV1234
 LV1234  NGVD 29 (12/02/92)   81.869  (m)          268.60   (f) ADJUSTED    1 2
 LV1234
 LV1234.Superseded values are not recommended for survey control.
 LV1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1234.See file dsdata.txt to determine how the superseded data were derived.
 LV1234
 LV1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK982578(NAD 83)
 LV1234
 LV1234_MARKER: DV = VERTICAL CONTROL DISK
 LV1234_SETTING: 66 = SET IN ROCK OUTCROP
 LV1234_SP_SET: BEDROCK
 LV1234_STAMPING: G 1465 1992
 LV1234_MARK LOGO: NGS   
 LV1234_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1234+STABILITY: POSITION/ELEVATION WELL
 LV1234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1234+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1234
 LV1234  HISTORY     - Date     Condition        Report By
 LV1234  HISTORY     - 1992     MONUMENTED       NGS
 LV1234
 LV1234                          STATION DESCRIPTION
 LV1234
 LV1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1234'9.7 KM (6.00 MI) WESTERLY ALONG MATTOLE ROAD FROM THE JUNCTION OF
 LV1234'WILDER RIDGE ROAD IN HONEYDEW, NEAR THE SOUTHEAST END OF A 11 BY
 LV1234'11-FOOT EXPOSED AREA OF BEDROCK IN A ROAD CUT, ON THE INSIDE OF A
 LV1234'CURVE, 8.3 M (27.2 FT) SOUTHWEST OF THE ROAD CENTERLINE, 2.0 M
 LV1234'(6.6 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTHEAST OF
 LV1234'A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1211 ***********************************************************************
 LV1211  DESIGNATION -  G 1466
 LV1211  PID         -  LV1211
 LV1211  STATE/COUNTY-  CA/HUMBOLDT
 LV1211  USGS QUAD   -  BULL CREEK (1969)
 LV1211
 LV1211                         *CURRENT SURVEY CONTROL
 LV1211  ___________________________________________________________________
 LV1211* NAD 83(1986)-  40 15 46.     (N)    124 06 24.     (W)     SCALED    
 LV1211* NAVD 88     -       575.343  (meters)    1887.60   (feet)  ADJUSTED  
 LV1211  ___________________________________________________________________
 LV1211  GEOID HEIGHT-         -30.71  (meters)                     GEOID09
 LV1211  DYNAMIC HT  -         575.026 (meters)    1886.56  (feet)  COMP
 LV1211  MODELED GRAV-     980,055.2   (mgal)                       NAVD 88
 LV1211
 LV1211  VERT ORDER  -  FIRST     CLASS II
 LV1211
 LV1211.The horizontal coordinates were scaled from a topographic map and have
 LV1211.an estimated accuracy of +/- 6 seconds.
 LV1211.
 LV1211.The orthometric height was determined by differential leveling and
 LV1211.adjusted in December 1992.
 LV1211
 LV1211.The geoid height was determined by GEOID09.
 LV1211
 LV1211.The dynamic height is computed by dividing the NAVD 88
 LV1211.geopotential number by the normal gravity value computed on the
 LV1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1211.degrees latitude (g = 980.6199 gals.).
 LV1211
 LV1211.The modeled gravity was interpolated from observed gravity values.
 LV1211
 LV1211;                    North         East    Units  Estimated Accuracy
 LV1211;SPC CA 1     -   605,360.    1,820,820.      MT  (+/- 180 meters Scaled)
 LV1211
 LV1211                          SUPERSEDED SURVEY CONTROL
 LV1211
 LV1211  NGVD 29 (12/02/92)  574.387  (m)         1884.47   (f) ADJUSTED    1 2
 LV1211
 LV1211.Superseded values are not recommended for survey control.
 LV1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1211.See file dsdata.txt to determine how the superseded data were derived.
 LV1211
 LV1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK058575(NAD 83)
 LV1211
 LV1211_MARKER: DV = VERTICAL CONTROL DISK
 LV1211_SETTING: 66 = SET IN ROCK OUTCROP
 LV1211_SP_SET: BEDROCK
 LV1211_STAMPING: G 1466 1992
 LV1211_MARK LOGO: NGS   
 LV1211_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1211_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1211+STABILITY: POSITION/ELEVATION WELL
 LV1211_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1211+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1211
 LV1211  HISTORY     - Date     Condition        Report By
 LV1211  HISTORY     - 1992     MONUMENTED       NGS
 LV1211
 LV1211                          STATION DESCRIPTION
 LV1211
 LV1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1211'6.0 KM (3.70 MI) NORTHEASTERLY ALONG MATTOLE ROAD FROM THE JUNCTION OF
 LV1211'WILDER RIDGE ROAD ROAD IN HONEYDEW, NEAR THE CENTER OF A 1 BY 2-FOOT
 LV1211'EXPOSED AREA OF BEDROCK IN A ROAD CUT, 7.0 M (23.0 FT) SOUTH OF THE
 LV1211'ROAD CENTER, 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE ROAD, AND 1.0 M
 LV1211'(3.3 FT) WEST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1257 ***********************************************************************
 LV1257  DESIGNATION -  G 1467
 LV1257  PID         -  LV1257
 LV1257  STATE/COUNTY-  CA/HUMBOLDT
 LV1257  USGS QUAD   -  CAPE MENDOCINO (1969)
 LV1257
 LV1257                         *CURRENT SURVEY CONTROL
 LV1257  ___________________________________________________________________
 LV1257* NAD 83(1986)-  40 26 05.     (N)    124 23 42.     (W)     SCALED    
 LV1257* NAVD 88     -       161.079  (meters)     528.47   (feet)  ADJUSTED  
 LV1257  ___________________________________________________________________
 LV1257  GEOID HEIGHT-         -31.54  (meters)                     GEOID09
 LV1257  DYNAMIC HT  -         161.006 (meters)     528.23  (feet)  COMP
 LV1257  MODELED GRAV-     980,167.6   (mgal)                       NAVD 88
 LV1257
 LV1257  VERT ORDER  -  FIRST     CLASS II
 LV1257
 LV1257.The horizontal coordinates were scaled from a topographic map and have
 LV1257.an estimated accuracy of +/- 6 seconds.
 LV1257.
 LV1257.The orthometric height was determined by differential leveling and
 LV1257.adjusted in December 1992.
 LV1257
 LV1257.The geoid height was determined by GEOID09.
 LV1257
 LV1257.The dynamic height is computed by dividing the NAVD 88
 LV1257.geopotential number by the normal gravity value computed on the
 LV1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1257.degrees latitude (g = 980.6199 gals.).
 LV1257
 LV1257.The modeled gravity was interpolated from observed gravity values.
 LV1257
 LV1257;                    North         East    Units  Estimated Accuracy
 LV1257;SPC CA 1     -   625,070.    1,796,830.      MT  (+/- 180 meters Scaled)
 LV1257
 LV1257                          SUPERSEDED SURVEY CONTROL
 LV1257
 LV1257  NGVD 29 (12/02/92)  160.124  (m)          525.34   (f) ADJUSTED    1 2
 LV1257
 LV1257.Superseded values are not recommended for survey control.
 LV1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1257.See file dsdata.txt to determine how the superseded data were derived.
 LV1257
 LV1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK816769(NAD 83)
 LV1257
 LV1257_MARKER: I = METAL ROD
 LV1257_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1257_SP_SET: STAINLESS STEEL ROD
 LV1257_STAMPING: G 1467 1992
 LV1257_MARK LOGO: NGS   
 LV1257_PROJECTION: PROJECTING 2 CENTIMETERS
 LV1257_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1257+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1257_ROD/PIPE-DEPTH: 6.0  meters
 LV1257
 LV1257  HISTORY     - Date     Condition        Report By
 LV1257  HISTORY     - 1992     MONUMENTED       NGS
 LV1257
 LV1257                          STATION DESCRIPTION
 LV1257
 LV1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1257'21.5 KM (13.35 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV1257'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, 15.1 M (49.5 FT) NORTHEAST
 LV1257'OF UTILITY POLE NUMBER 062 60 WITH 2 GUY CABLES, 12.0 M (39.4 FT)
 LV1257'NORTHWEST OF THE ROAD CENTERLINE, 8.7 M (28.5 FT) SOUTHWEST OF THE
 LV1257'NORTHWEST END OF A CULVERT NUMBER 26-78, 0.6 M (2.0 FT) ABOVE THE
 LV1257'LEVEL OF THE ROAD, AND 0.2 M (0.7 FT) SOUTHEAST OF A WITNESS POST.
 LV1257'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1282 ***********************************************************************
 LV1282  DESIGNATION -  G 1468
 LV1282  PID         -  LV1282
 LV1282  STATE/COUNTY-  CA/HUMBOLDT
 LV1282  USGS QUAD   -  SCOTIA (1970)
 LV1282
 LV1282                         *CURRENT SURVEY CONTROL
 LV1282  ___________________________________________________________________
 LV1282* NAD 83(1986)-  40 29 19.     (N)    124 07 12.     (W)     SCALED    
 LV1282* NAVD 88     -       159.903  (meters)     524.62   (feet)  ADJUSTED  
 LV1282  ___________________________________________________________________
 LV1282  GEOID HEIGHT-         -30.85  (meters)                     GEOID09
 LV1282  DYNAMIC HT  -         159.824 (meters)     524.36  (feet)  COMP
 LV1282  MODELED GRAV-     980,129.9   (mgal)                       NAVD 88
 LV1282
 LV1282  VERT ORDER  -  FIRST     CLASS II
 LV1282
 LV1282.The horizontal coordinates were scaled from a topographic map and have
 LV1282.an estimated accuracy of +/- 6 seconds.
 LV1282.
 LV1282.The orthometric height was determined by differential leveling and
 LV1282.adjusted in December 1992.
 LV1282
 LV1282.The geoid height was determined by GEOID09.
 LV1282
 LV1282.The dynamic height is computed by dividing the NAVD 88
 LV1282.geopotential number by the normal gravity value computed on the
 LV1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1282.degrees latitude (g = 980.6199 gals.).
 LV1282
 LV1282.The modeled gravity was interpolated from observed gravity values.
 LV1282
 LV1282;                    North         East    Units  Estimated Accuracy
 LV1282;SPC CA 1     -   630,450.    1,820,300.      MT  (+/- 180 meters Scaled)
 LV1282
 LV1282                          SUPERSEDED SURVEY CONTROL
 LV1282
 LV1282  NGVD 29 (12/02/92)  158.927  (m)          521.41   (f) ADJUSTED    1 2
 LV1282
 LV1282.Superseded values are not recommended for survey control.
 LV1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1282.See file dsdata.txt to determine how the superseded data were derived.
 LV1282
 LV1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK050825(NAD 83)
 LV1282
 LV1282_MARKER: I = METAL ROD
 LV1282_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1282_SP_SET: STAINLESS STEEL ROD
 LV1282_STAMPING: G 1468 1992
 LV1282_MARK LOGO: NGS   
 LV1282_PROJECTION: FLUSH
 LV1282_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1282+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1282_ROD/PIPE-DEPTH: 6.0  meters
 LV1282
 LV1282  HISTORY     - Date     Condition        Report By
 LV1282  HISTORY     - 1992     MONUMENTED       NGS
 LV1282
 LV1282                          STATION DESCRIPTION
 LV1282
 LV1282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1282'0.2 KM (0.10 MI) SOUTHEASTERLY ALONG WILDWOOD AVENUE FROM THE POST
 LV1282'OFFICE IN RIO DELL, THENCE 1.8 KM (1.10 MI) SOUTHWESTERLY ALONG
 LV1282'MONUMENT ROAD, 37.0 M (121.4 FT) NORTHEAST OF THE CENTER OF A
 LV1282'DRIVEWAY AT 1118 MONUMENT ROAD, 18.3 M (60.0 FT) SOUTHWEST OF THE
 LV1282'CENTER OF A DRIVEWAY AT 1110 MONUMENT ROAD, 5.8 M (19.0 FT) NORTHWEST
 LV1282'OF AND LEVEL WITH THE ROAD CENTER, 0.6 M (2.0 FT) SOUTHWEST OF
 LV1282'UTILITY POLE NUMBER 21, AND 0.5 M (1.6 FT) SOUTHEAST OF A FENCE.
 LV1282'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0404 ***********************************************************************
 LV0404  DESIGNATION -  G 275
 LV0404  PID         -  LV0404
 LV0404  STATE/COUNTY-  CA/HUMBOLDT
 LV0404  USGS QUAD   -  TAYLOR PEAK (1969)
 LV0404
 LV0404                         *CURRENT SURVEY CONTROL
 LV0404  ___________________________________________________________________
 LV0404* NAD 83(1986)-  40 27 00.     (N)    124 10 26.     (W)     SCALED    
 LV0404* NAVD 88     -       690.790  (meters)    2266.37   (feet)  ADJUSTED  
 LV0404  ___________________________________________________________________
 LV0404  GEOID HEIGHT-         -30.82  (meters)                     GEOID09
 LV0404  DYNAMIC HT  -         690.394 (meters)    2265.07  (feet)  COMP
 LV0404  MODELED GRAV-     980,029.4   (mgal)                       NAVD 88
 LV0404
 LV0404  VERT ORDER  -  FIRST     CLASS II
 LV0404
 LV0404.The horizontal coordinates were scaled from a topographic map and have
 LV0404.an estimated accuracy of +/- 6 seconds.
 LV0404.
 LV0404.The orthometric height was determined by differential leveling and
 LV0404.adjusted in December 1992.
 LV0404
 LV0404.The geoid height was determined by GEOID09.
 LV0404
 LV0404.The dynamic height is computed by dividing the NAVD 88
 LV0404.geopotential number by the normal gravity value computed on the
 LV0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0404.degrees latitude (g = 980.6199 gals.).
 LV0404
 LV0404.The modeled gravity was interpolated from observed gravity values.
 LV0404
 LV0404;                    North         East    Units  Estimated Accuracy
 LV0404;SPC CA 1     -   626,280.    1,815,620.      MT  (+/- 180 meters Scaled)
 LV0404
 LV0404                          SUPERSEDED SURVEY CONTROL
 LV0404
 LV0404  NGVD 29 (12/02/92)  689.788  (m)         2263.08   (f) ADJUSTED    1 2
 LV0404
 LV0404.Superseded values are not recommended for survey control.
 LV0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0404.See file dsdata.txt to determine how the superseded data were derived.
 LV0404
 LV0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK004783(NAD 83)
 LV0404
 LV0404_MARKER: DB = BENCH MARK DISK
 LV0404_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0404_SP_SET: PREFAB CONC. POST IN EARTH
 LV0404_STAMPING: G 275 1935
 LV0404_MARK LOGO: CGS   
 LV0404_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0404+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1992
 LV0404
 LV0404  HISTORY     - Date     Condition        Report By
 LV0404  HISTORY     - 1935     MONUMENTED       CGS
 LV0404  HISTORY     - 1942     GOOD             CGS
 LV0404  HISTORY     - 19921017 GOOD             NGS
 LV0404
 LV0404                          STATION DESCRIPTION
 LV0404
 LV0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LV0404'6.4 MI SW FROM WILDWOOD.
 LV0404'6.4 MILES SOUTHWEST ALONG THE BEAR RIVER RIDGE ROAD FROM
 LV0404'WILDWOOD (POST OFFICE RIO DELL), HUMBOLDT COUNTY, ABOUT 1/4
 LV0404'MILE SOUTHWEST OF A BARN AND A CORRAL, 300 YARDS NORTHEAST OF A
 LV0404'GATEWAY ON THE ROAD, ON THE TOP OF A SMALL KNOLL, 40 FEET
 LV0404'NORTHWEST OF THE CENTERLINE OF THE ROAD, AND NEAR A WHITE
 LV0404'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 275 1935 AND
 LV0404'SET IN THE TOP OF A CONCRETE POST.
 LV0404
 LV0404                          STATION RECOVERY (1992)
 LV0404
 LV0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0404'0.2 KM (0.10 MI) SOUTHEASTERLY ALONG WILDWOOD AVENUE FROM THE POST
 LV0404'OFFICE IN RIO DELL, THENCE 7.9 KM (4.90 MI) SOUTHWESTERLY ALONG
 LV0404'MONUMENT ROAD, THENCE 3.1 KM (1.90 MI) WESTERLY ALONG BEAR RIVER
 LV0404'RIDGE ROAD, 0.3 KM (0.20 MI) EAST OF A CATTLE GUARD, 12.6 M
 LV0404'(41.3 FT) NORTH OF THE ROAD CENTER, 0.9 M (3.0 FT) ABOVE THE LEVEL OF
 LV0404'THE ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT
 LV0404'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT
 LV0404'IS CHIPPED ON ALL SIDES, BUT IT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1296 ***********************************************************************
 LV1296  DESIGNATION -  GAGING STATION
 LV1296  PID         -  LV1296
 LV1296  STATE/COUNTY-  CA/HUMBOLDT
 LV1296  USGS QUAD   -  FORTUNA (1972)
 LV1296
 LV1296                         *CURRENT SURVEY CONTROL
 LV1296  ___________________________________________________________________
 LV1296* NAD 83(1986)-  40 36 52.     (N)    124 12 11.     (W)     SCALED    
 LV1296* NAVD 88     -         8.767  (meters)      28.76   (feet)  ADJUSTED  
 LV1296  ___________________________________________________________________
 LV1296  GEOID HEIGHT-         -31.11  (meters)                     GEOID09
 LV1296  DYNAMIC HT  -           8.763 (meters)      28.75  (feet)  COMP
 LV1296  MODELED GRAV-     980,171.1   (mgal)                       NAVD 88
 LV1296
 LV1296  VERT ORDER  -  FIRST     CLASS II
 LV1296
 LV1296.The horizontal coordinates were scaled from a topographic map and have
 LV1296.an estimated accuracy of +/- 6 seconds.
 LV1296.
 LV1296.The orthometric height was determined by differential leveling and
 LV1296.adjusted in December 1992.
 LV1296
 LV1296.The geoid height was determined by GEOID09.
 LV1296
 LV1296.The dynamic height is computed by dividing the NAVD 88
 LV1296.geopotential number by the normal gravity value computed on the
 LV1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1296.degrees latitude (g = 980.6199 gals.).
 LV1296
 LV1296.The modeled gravity was interpolated from observed gravity values.
 LV1296
 LV1296;                    North         East    Units  Estimated Accuracy
 LV1296;SPC CA 1     -   644,590.    1,813,610.      MT  (+/- 180 meters Scaled)
 LV1296
 LV1296                          SUPERSEDED SURVEY CONTROL
 LV1296
 LV1296  NGVD 29 (12/02/92)    7.781  (m)           25.53   (f) ADJUSTED    1 2
 LV1296
 LV1296.Superseded values are not recommended for survey control.
 LV1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1296.See file dsdata.txt to determine how the superseded data were derived.
 LV1296
 LV1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK982966(NAD 83)
 LV1296
 LV1296_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 LV1296_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LV1296_SP_SET: RETAINING WALL
 LV1296_MARK LOGO: USGS  
 LV1296_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1296+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 LV1296
 LV1296  HISTORY     - Date     Condition        Report By
 LV1296  HISTORY     - UNK      MONUMENTED       USGS
 LV1296  HISTORY     - 19921022 GOOD             NGS
 LV1296
 LV1296                          STATION DESCRIPTION
 LV1296
 LV1296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1296'7.4 KM (4.60 MI) NORTHEASTERLY ALONG STATE HIGHWAY 211 (MAIN STREET)
 LV1296'FROM THE POST OFFICE IN FERNDALE, A USGS GAGING STATION DISK NEAR THE
 LV1296'NORTHWEST END OF A MASSIVE CONCRETE RETAINING WALL THAT IS
 LV1296'SURROUNDING THE MOST NORTHERLY ABUTMENT OF A HIGHWAY BRIDGE SPANNING
 LV1296'THE EEL RIVER, 175.0 M (574.1 FT) SOUTHWEST OF THE NORTHEAST END OF
 LV1296'THE BRIDGE, 5.4 M (17.7 FT) NORTHWEST OF THE HIGHWAY CENTER, 8.0 M
 LV1296'(26.2 FT) BELOW THE LEVEL OF THE HIGHWAY, 4.8 M (15.7 FT) SOUTHWEST
 LV1296'OF THE NORTH CORNER OF THE ABUTMENT, AND 2.0 M (6.6 FT) NORTHWEST OF
 LV1296'THE NORTHWEST FACE OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2325 ***********************************************************************
 LU2325  DESIGNATION -  H 1
 LU2325  PID         -  LU2325
 LU2325  STATE/COUNTY-  CA/HUMBOLDT
 LU2325  USGS QUAD   -  GARBERVILLE (1970)
 LU2325
 LU2325                         *CURRENT SURVEY CONTROL
 LU2325  ___________________________________________________________________
 LU2325* NAD 83(1986)-  40 05 23.     (N)    123 47 57.     (W)     SCALED    
 LU2325* NAVD 88     -       106.470  (meters)     349.31   (feet)  ADJUSTED  
 LU2325  ___________________________________________________________________
 LU2325  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU2325  DYNAMIC HT  -         106.413 (meters)     349.12  (feet)  COMP
 LU2325  MODELED GRAV-     980,083.8   (mgal)                       NAVD 88
 LU2325
 LU2325  VERT ORDER  -  FIRST     CLASS II
 LU2325
 LU2325.The horizontal coordinates were scaled from a topographic map and have
 LU2325.an estimated accuracy of +/- 6 seconds.
 LU2325.
 LU2325.The orthometric height was determined by differential leveling and
 LU2325.adjusted in December 1992.
 LU2325
 LU2325.The geoid height was determined by GEOID09.
 LU2325
 LU2325.The dynamic height is computed by dividing the NAVD 88
 LU2325.geopotential number by the normal gravity value computed on the
 LU2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2325.degrees latitude (g = 980.6199 gals.).
 LU2325
 LU2325.The modeled gravity was interpolated from observed gravity values.
 LU2325
 LU2325;                    North         East    Units  Estimated Accuracy
 LU2325;SPC CA 1     -   585,560.    1,846,580.      MT  (+/- 180 meters Scaled)
 LU2325
 LU2325                          SUPERSEDED SURVEY CONTROL
 LU2325
 LU2325  NGVD 29 (12/02/92)  105.545  (m)          346.28   (f) ADJUSTED    1 2
 LU2325
 LU2325.Superseded values are not recommended for survey control.
 LU2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2325.See file dsdata.txt to determine how the superseded data were derived.
 LU2325
 LU2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK318380(NAD 83)
 LU2325
 LU2325_MARKER: DD = SURVEY DISK
 LU2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU2325_SP_SET: CONCRETE POST
 LU2325_STAMPING: H-1 HUM CO RE 19203
 LU2325_MARK LOGO: NONE  
 LU2325_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU2325+STABILITY: SURFACE MOTION
 LU2325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU2325+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1992
 LU2325
 LU2325  HISTORY     - Date     Condition        Report By
 LU2325  HISTORY     - UNK      MONUMENTED       CA-023
 LU2325  HISTORY     - 19920826 GOOD             NGS
 LU2325
 LU2325                          STATION DESCRIPTION
 LU2325
 LU2325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2325'1.7 KM (1.05 MI) SOUTHERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU2325'OFFICE IN GARBERVILLE, ON THE CENTERLINE OF THE ROAD, 6.3 M
 LU2325'(20.7 FT) SOUTHWEST OF THE NORTHEAST CORNER OF THE SOUTH ABUTMENT OF
 LU2325'A BRIDGE SPANNING THE SOUTH FORK OF THE EEL RIVER, 6.3 M (20.7 FT)
 LU2325'SOUTHEAST OF THE NORTHWEST CORNER OF THE SOUTH ABUTMENT, 3.8 M
 LU2325'(12.5 FT) SOUTH OF THE SOUTH END OF THE BRIDGE DECK, AND THE MONUMENT
 LU2325'IS RECESSED 0.15 M (0.49 FT) BELOW THE ROAD SURFACE.  NOTE--ACCESS TO
 LU2325'THE DISK IS THROUGH A 12-INCH METAL COVER.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1291 ***********************************************************************
 LU1291  DESIGNATION -  H 101
 LU1291  PID         -  LU1291
 LU1291  STATE/COUNTY-  CA/HUMBOLDT
 LU1291  USGS QUAD   -  MYERS FLAT (1969)
 LU1291
 LU1291                         *CURRENT SURVEY CONTROL
 LU1291  ___________________________________________________________________
 LU1291* NAD 83(1986)-  40 16 29.     (N)    123 51 02.     (W)     SCALED    
 LU1291* NAVD 88     -        69.904  (meters)     229.34   (feet)  ADJUSTED  
 LU1291  ___________________________________________________________________
 LU1291  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU1291  DYNAMIC HT  -          69.867 (meters)     229.22  (feet)  COMP
 LU1291  MODELED GRAV-     980,097.5   (mgal)                       NAVD 88
 LU1291
 LU1291  VERT ORDER  -  FIRST     CLASS II
 LU1291
 LU1291.The horizontal coordinates were scaled from a topographic map and have
 LU1291.an estimated accuracy of +/- 6 seconds.
 LU1291.
 LU1291.The orthometric height was determined by differential leveling and
 LU1291.adjusted in December 1992.
 LU1291
 LU1291.The geoid height was determined by GEOID09.
 LU1291
 LU1291.The dynamic height is computed by dividing the NAVD 88
 LU1291.geopotential number by the normal gravity value computed on the
 LU1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1291.degrees latitude (g = 980.6199 gals.).
 LU1291
 LU1291.The modeled gravity was interpolated from observed gravity values.
 LU1291
 LU1291;                    North         East    Units  Estimated Accuracy
 LU1291;SPC CA 1     -   606,190.    1,842,630.      MT  (+/- 180 meters Scaled)
 LU1291
 LU1291                          SUPERSEDED SURVEY CONTROL
 LU1291
 LU1291  NAVD 88 (06/15/91)   69.913  (m)          229.37   (f) UNKNOWN     1 2
 LU1291  NGVD 29 (12/02/92)   68.966  (m)          226.27   (f) ADJUSTED    1 2
 LU1291
 LU1291.Superseded values are not recommended for survey control.
 LU1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1291.See file dsdata.txt to determine how the superseded data were derived.
 LU1291
 LU1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK276585(NAD 83)
 LU1291
 LU1291_MARKER: DB = BENCH MARK DISK
 LU1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1291_SP_SET: CONCRETE POST
 LU1291_STAMPING: H 101 1931 228.143
 LU1291_MARK LOGO: CGS   
 LU1291_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1291+STABILITY: SURFACE MOTION
 LU1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1291+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1291
 LU1291  HISTORY     - Date     Condition        Report By
 LU1291  HISTORY     - 1931     MONUMENTED       CGS
 LU1291  HISTORY     - 1967     GOOD             CGS
 LU1291  HISTORY     - 19880325 GOOD             NGS
 LU1291  HISTORY     - 19920729 GOOD             NGS
 LU1291
 LU1291                          STATION DESCRIPTION
 LU1291
 LU1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1291'3.7 MI N FROM MIRANDA.
 LU1291'3.7 MILES NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1291'HIGH SCHOOL AT MIRANDA, 0.3 MILE SOUTHEAST OF THE JUNCTION OF
 LU1291'A ROAD EAST TO EEL ROCK, 25 FEET NORTHEAST OF THE CENTER LINE OF
 LU1291'THE AVENUE, 30 FEET EAST OF THE NORTHEAST END OF A 48-INCH PIPE
 LU1291'CULVERT, 6 FEET SOUTHEAST OF A FIR TREE, 1.2 FEET NORTHWEST OF A
 LU1291'WITNESS POST, ABOUT 8 FEET HIGHER THAN THE AVENUE, AND SET IN THE
 LU1291'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND.
 LU1291
 LU1291                          STATION RECOVERY (1988)
 LU1291
 LU1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1291'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.4 KM (15.80
 LU1291'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1291'GARBERVILLE, THENCE 16.0 KM (9.95 MI) NORTHERLY ALONG THE AVENUE OF
 LU1291'THE GIANTS.
 LU1291
 LU1291                          STATION RECOVERY (1992)
 LU1291
 LU1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1291'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1291'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1291'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1291'101, THENCE 16.6 KM (10.30 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1291'GIANTS, 0.5 KM (0.30 MI) SOUTHEAST OF THE INTERSECTION OF A ROAD
 LU1291'LEADING EAST TO EEL ROCK, 9.1 M (29.9 FT) EAST OF THE NORTHEAST END
 LU1291'OF A PIPE CULVERT, 8.3 M (27.2 FT) NORTH OF UTILITY POLE NUMBER 5,
 LU1291'7.6 M (24.9 FT) NORTHEAST OF THE CENTERLINE OF THE AVENUE, 2.4 M
 LU1291'(7.9 FT) ABOVE THE LEVEL OF THE AVENUE, 1.8 M (5.9 FT) SOUTHEAST OF
 LU1291'AN EVERGREEN TREE, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST, AND
 LU1291'THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1295 ***********************************************************************
 LU1295  DESIGNATION -  H 1085
 LU1295  PID         -  LU1295
 LU1295  STATE/COUNTY-  CA/HUMBOLDT
 LU1295  USGS QUAD   -  MYERS FLAT (1969)
 LU1295
 LU1295                         *CURRENT SURVEY CONTROL
 LU1295  ___________________________________________________________________
 LU1295* NAD 83(1986)-  40 16 00.     (N)    123 52 10.     (W)     SCALED    
 LU1295* NAVD 88     -        62.867  (meters)     206.26   (feet)  ADJUSTED  
 LU1295  ___________________________________________________________________
 LU1295  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 LU1295  DYNAMIC HT  -          62.833 (meters)     206.14  (feet)  COMP
 LU1295  MODELED GRAV-     980,098.2   (mgal)                       NAVD 88
 LU1295
 LU1295  VERT ORDER  -  FIRST     CLASS II
 LU1295
 LU1295.The horizontal coordinates were scaled from a topographic map and have
 LU1295.an estimated accuracy of +/- 6 seconds.
 LU1295.
 LU1295.The orthometric height was determined by differential leveling and
 LU1295.adjusted in December 1992.
 LU1295
 LU1295.The geoid height was determined by GEOID09.
 LU1295
 LU1295.The dynamic height is computed by dividing the NAVD 88
 LU1295.geopotential number by the normal gravity value computed on the
 LU1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1295.degrees latitude (g = 980.6199 gals.).
 LU1295
 LU1295.The modeled gravity was interpolated from observed gravity values.
 LU1295
 LU1295;                    North         East    Units  Estimated Accuracy
 LU1295;SPC CA 1     -   605,330.    1,841,010.      MT  (+/- 180 meters Scaled)
 LU1295
 LU1295                          SUPERSEDED SURVEY CONTROL
 LU1295
 LU1295  NAVD 88 (06/15/91)   62.867  (m)          206.26   (f) UNKNOWN     1 2
 LU1295  NGVD 29 (12/02/92)   61.926  (m)          203.17   (f) ADJUSTED    1 2
 LU1295
 LU1295.Superseded values are not recommended for survey control.
 LU1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1295.See file dsdata.txt to determine how the superseded data were derived.
 LU1295
 LU1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK260577(NAD 83)
 LU1295
 LU1295_MARKER: DB = BENCH MARK DISK
 LU1295_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1295_SP_SET: PIER
 LU1295_STAMPING: H 1085 1967
 LU1295_MARK LOGO: CGS   
 LU1295_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1295+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2002
 LU1295
 LU1295  HISTORY     - Date     Condition        Report By
 LU1295  HISTORY     - 1967     MONUMENTED       CGS
 LU1295  HISTORY     - 1981     GOOD             CADT
 LU1295  HISTORY     - 19880325 GOOD             NGS
 LU1295  HISTORY     - 19920730 GOOD             NGS
 LU1295  HISTORY     - 20021029 GOOD             CADPR
 LU1295
 LU1295                          STATION DESCRIPTION
 LU1295
 LU1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1295'5.8 MI N FROM MIRANDA.
 LU1295'5.8 MILES NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1295'HIGH SCHOOL AT MIRANDA, AT THE SOUTHEAST EDGE OF MYERS FLAT, SET
 LU1295'VERTICALLY IN THE NORTHWEST FACE OF THE NORTHEAST ONE OF FOUR
 LU1295'CONCRETE PIERS FOR THE FREEWAY OVERPASS, 24 FEET SOUTHEAST OF
 LU1295'THE CENTER LINE OF THE AVENUE, AND ABOUT 3 FEET HIGHER THAN THE
 LU1295'AVENUE.
 LU1295
 LU1295                          STATION RECOVERY (1981)
 LU1295
 LU1295'RECOVERY NOTE BY CALTRANS 1981
 LU1295'AT POST MILE 12.29 ON STATE ROUTE 254, IN A PIER FOR THE STATE ROUTE
 LU1295'101 OVERPASS BRIDGE NO. 4-124.
 LU1295
 LU1295                          STATION RECOVERY (1988)
 LU1295
 LU1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1295'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.4 KM (15.80
 LU1295'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1295'GARBERVILLE.
 LU1295
 LU1295                          STATION RECOVERY (1992)
 LU1295
 LU1295'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1295'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1295'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1295'REDWOOD DRIVE, THENCE 26.6 KM (16.50 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1295'101, SET VERTICALLY IN THE NORTHWEST FACE OF THE MOST NORTHEASTERLY
 LU1295'CONCRETE COLUMN OF THE FIRST PIER NORTHWEST OF THE SOUTHEAST ABUTMENT
 LU1295'OF THE HIGHWAY OVERPASS OF STATE HIGHWAY 254 (AVENUE OF THE GIANTS),
 LU1295'7.3 M (24.0 FT) SOUTHEAST OF THE CENTERLINE OF THE STATE HIGHWAY, AND
 LU1295'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 LU1295
 LU1295                          STATION RECOVERY (2002)
 LU1295
 LU1295'RECOVERY NOTE BY CA DEPT PARKS REC 2002 (DBK)
 LU1295'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0430 ***********************************************************************
 LV0430  DESIGNATION -  H 1086
 LV0430  PID         -  LV0430
 LV0430  STATE/COUNTY-  CA/HUMBOLDT
 LV0430  USGS QUAD   -  SCOTIA (1970)
 LV0430
 LV0430                         *CURRENT SURVEY CONTROL
 LV0430  ___________________________________________________________________
 LV0430* NAD 83(1986)-  40 26 28.     (N)    124 02 15.     (W)     SCALED    
 LV0430* NAVD 88     -        46.932  (meters)     153.98   (feet)  ADJUSTED  
 LV0430  ___________________________________________________________________
 LV0430  GEOID HEIGHT-         -30.65  (meters)                     GEOID09
 LV0430  DYNAMIC HT  -          46.909 (meters)     153.90  (feet)  COMP
 LV0430  MODELED GRAV-     980,135.8   (mgal)                       NAVD 88
 LV0430
 LV0430  VERT ORDER  -  FIRST     CLASS II
 LV0430
 LV0430.The horizontal coordinates were scaled from a topographic map and have
 LV0430.an estimated accuracy of +/- 6 seconds.
 LV0430.
 LV0430.The orthometric height was determined by differential leveling and
 LV0430.adjusted in December 1992.
 LV0430
 LV0430.The geoid height was determined by GEOID09.
 LV0430
 LV0430.The dynamic height is computed by dividing the NAVD 88
 LV0430.geopotential number by the normal gravity value computed on the
 LV0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0430.degrees latitude (g = 980.6199 gals.).
 LV0430
 LV0430.The modeled gravity was interpolated from observed gravity values.
 LV0430
 LV0430;                    North         East    Units  Estimated Accuracy
 LV0430;SPC CA 1     -   625,010.    1,827,160.      MT  (+/- 180 meters Scaled)
 LV0430
 LV0430                          SUPERSEDED SURVEY CONTROL
 LV0430
 LV0430  NAVD 88 (06/15/91)   46.982  (m)          154.14   (f) UNKNOWN     1 2
 LV0430  NGVD 29 (12/02/92)   45.964  (m)          150.80   (f) ADJUSTED    1 2
 LV0430
 LV0430.Superseded values are not recommended for survey control.
 LV0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0430.See file dsdata.txt to determine how the superseded data were derived.
 LV0430
 LV0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK120772(NAD 83)
 LV0430
 LV0430_MARKER: DB = BENCH MARK DISK
 LV0430_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0430_SP_SET: BRIDGE GUARDRAIL
 LV0430_STAMPING: H 1086 1967
 LV0430_MARK LOGO: CGS   
 LV0430_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0430+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0430
 LV0430  HISTORY     - Date     Condition        Report By
 LV0430  HISTORY     - 1967     MONUMENTED       CGS
 LV0430  HISTORY     - 19880227 GOOD             NGS
 LV0430  HISTORY     - 19920728 GOOD             NGS
 LV0430
 LV0430                          STATION DESCRIPTION
 LV0430
 LV0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0430'5.5 MI S FROM SCOTIA.
 LV0430'5.5 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE SOUTH END OF THE
 LV0430'EEL RIVER BRIDGE AT SCOTIA, IN THE TOP AND 1.0 FOOT SOUTHEAST OF
 LV0430'THE NORTHWEST END OF THE NORTHEAST CONCRETE GUARDRAIL OF BRIDGE
 LV0430'4.208 OVER JORDAN CREEK, 16 FEET NORTHEAST OF THE CENTER LINE
 LV0430'OF THE HIGHWAY, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.
 LV0430
 LV0430                          STATION RECOVERY (1988)
 LV0430
 LV0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0430'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  24.3 KM (15.10
 LV0430'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LV0430'FORTUNA.
 LV0430
 LV0430                          STATION RECOVERY (1992)
 LV0430
 LV0430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0430'24.3 KM (15.10 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0430'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0430'IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 LV0430'NORTHEAST CONCRETE BRIDGE RAIL OF A HIGHWAY BRIDGE SPANNING JORDAN
 LV0430'CREEK, 4.9 M (16.1 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 LV0430'LANES OF THE HIGHWAY, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 LV0430'HIGHWAY. NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2297 ***********************************************************************
 LU2297  DESIGNATION -  H 1463
 LU2297  PID         -  LU2297
 LU2297  STATE/COUNTY-  CA/HUMBOLDT
 LU2297  USGS QUAD   -  GARBERVILLE (1970)
 LU2297
 LU2297                         *CURRENT SURVEY CONTROL
 LU2297  ___________________________________________________________________
 LU2297* NAD 83(1986)-  40 05 15.     (N)    123 48 38.     (W)     SCALED    
 LU2297* NAVD 88     -       160.783  (meters)     527.50   (feet)  ADJUSTED  
 LU2297  ___________________________________________________________________
 LU2297  GEOID HEIGHT-         -30.49  (meters)                     GEOID09
 LU2297  DYNAMIC HT  -         160.696 (meters)     527.22  (feet)  COMP
 LU2297  MODELED GRAV-     980,080.9   (mgal)                       NAVD 88
 LU2297
 LU2297  VERT ORDER  -  FIRST     CLASS II
 LU2297
 LU2297.The horizontal coordinates were scaled from a topographic map and have
 LU2297.an estimated accuracy of +/- 6 seconds.
 LU2297.
 LU2297.The orthometric height was determined by differential leveling and
 LU2297.adjusted in December 1992.
 LU2297
 LU2297.The geoid height was determined by GEOID09.
 LU2297
 LU2297.The dynamic height is computed by dividing the NAVD 88
 LU2297.geopotential number by the normal gravity value computed on the
 LU2297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2297.degrees latitude (g = 980.6199 gals.).
 LU2297
 LU2297.The modeled gravity was interpolated from observed gravity values.
 LU2297
 LU2297;                    North         East    Units  Estimated Accuracy
 LU2297;SPC CA 1     -   585,340.    1,845,600.      MT  (+/- 180 meters Scaled)
 LU2297
 LU2297                          SUPERSEDED SURVEY CONTROL
 LU2297
 LU2297  NGVD 29 (12/02/92)  159.858  (m)          524.47   (f) ADJUSTED    1 2
 LU2297
 LU2297.Superseded values are not recommended for survey control.
 LU2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2297.See file dsdata.txt to determine how the superseded data were derived.
 LU2297
 LU2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK308377(NAD 83)
 LU2297
 LU2297_MARKER: I = METAL ROD
 LU2297_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU2297+WITH SETTING: INFORMATION.
 LU2297_SP_SET: METAL ROD DRIVEN INTO GROUND
 LU2297_STAMPING: H 1463 1992
 LU2297_MARK LOGO: NGS   
 LU2297_PROJECTION: FLUSH
 LU2297_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU2297+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2297_ROD/PIPE-DEPTH: 2.5  meters
 LU2297
 LU2297  HISTORY     - Date     Condition        Report By
 LU2297  HISTORY     - 1992     MONUMENTED       NGS
 LU2297
 LU2297                          STATION DESCRIPTION
 LU2297
 LU2297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2297'3.3 KM (2.05 MI) SOUTHERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU2297'OFFICE IN GARBERVILLE, 6.4 M (21.0 FT) SOUTHEAST OF AND LEVEL WITH
 LU2297'THE ROAD CENTERLINE, 2.4 M (7.9 FT) SOUTHWEST OF THE EXTENDED
 LU2297'CENTERLINE OF OLD BRICELAND ROAD, 0.5 M (1.6 FT) NORTHEAST OF UTILITY
 LU2297'POLE NUMBER 1190090, AND 0.5 M (1.6 FT) NORTHWEST OF A WITNESS POST
 LU2297'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LU2297'CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2324 ***********************************************************************
 LU2324  DESIGNATION -  H 1464
 LU2324  PID         -  LU2324
 LU2324  STATE/COUNTY-  CA/HUMBOLDT
 LU2324  USGS QUAD   -  ETTERSBURG (1969)
 LU2324
 LU2324                         *CURRENT SURVEY CONTROL
 LU2324  ___________________________________________________________________
 LU2324* NAD 83(1986)-  40 08 07.     (N)    123 59 25.     (W)     SCALED    
 LU2324* NAVD 88     -       279.846  (meters)     918.13   (feet)  ADJUSTED  
 LU2324  ___________________________________________________________________
 LU2324  GEOID HEIGHT-         -30.62  (meters)                     GEOID09
 LU2324  DYNAMIC HT  -         279.700 (meters)     917.65  (feet)  COMP
 LU2324  MODELED GRAV-     980,095.0   (mgal)                       NAVD 88
 LU2324
 LU2324  VERT ORDER  -  FIRST     CLASS II
 LU2324
 LU2324.The horizontal coordinates were scaled from a topographic map and have
 LU2324.an estimated accuracy of +/- 6 seconds.
 LU2324.
 LU2324.The orthometric height was determined by differential leveling and
 LU2324.adjusted in December 1992.
 LU2324
 LU2324.The geoid height was determined by GEOID09.
 LU2324
 LU2324.The dynamic height is computed by dividing the NAVD 88
 LU2324.geopotential number by the normal gravity value computed on the
 LU2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2324.degrees latitude (g = 980.6199 gals.).
 LU2324
 LU2324.The modeled gravity was interpolated from observed gravity values.
 LU2324
 LU2324;                    North         East    Units  Estimated Accuracy
 LU2324;SPC CA 1     -   590,970.    1,830,400.      MT  (+/- 180 meters Scaled)
 LU2324
 LU2324                          SUPERSEDED SURVEY CONTROL
 LU2324
 LU2324  NGVD 29 (12/02/92)  278.916  (m)          915.08   (f) ADJUSTED    1 2
 LU2324
 LU2324.Superseded values are not recommended for survey control.
 LU2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2324.See file dsdata.txt to determine how the superseded data were derived.
 LU2324
 LU2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK156432(NAD 83)
 LU2324
 LU2324_MARKER: I = METAL ROD
 LU2324_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU2324_SP_SET: STAINLESS STEEL ROD
 LU2324_STAMPING: H 1464 1992
 LU2324_MARK LOGO: NGS   
 LU2324_PROJECTION: FLUSH
 LU2324_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2324_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2324+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2324_ROD/PIPE-DEPTH: 7.3  meters
 LU2324
 LU2324  HISTORY     - Date     Condition        Report By
 LU2324  HISTORY     - 1992     MONUMENTED       NGS
 LU2324
 LU2324                          STATION DESCRIPTION
 LU2324
 LU2324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2324'0.1 KM (0.05 MI) NORTHERLY ALONG REDWOOD DRIVE FROM THE POST OFFICE IN
 LU2324'REDWAY, THENCE 16.3 KM (10.10 MI) WESTERLY ALONG BRICELAND ROAD,
 LU2324'THENCE 8.3 KM (5.15 MI) NORTHWESTERLY ALONG WILDER RIDGE ROAD, 29.5 M
 LU2324'(96.8 FT) WEST OF THE NORTHWEST END OF AN 18-INCH PIPE CULVERT, 12.8
 LU2324'M (42.0 FT) NORTH OF AND LEVEL WITH THE ROAD CENTER, AND 0.2 M
 LU2324'(0.7 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LU2324'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1235 ***********************************************************************
 LV1235  DESIGNATION -  H 1465
 LV1235  PID         -  LV1235
 LV1235  STATE/COUNTY-  CA/HUMBOLDT
 LV1235  USGS QUAD   -  BUCKEYE MTN (1970)
 LV1235
 LV1235                         *CURRENT SURVEY CONTROL
 LV1235  ___________________________________________________________________
 LV1235* NAD 83(1986)-  40 16 09.     (N)    124 12 40.     (W)     SCALED    
 LV1235* NAVD 88     -       126.340  (meters)     414.50   (feet)  ADJUSTED  
 LV1235  ___________________________________________________________________
 LV1235  GEOID HEIGHT-         -30.90  (meters)                     GEOID09
 LV1235  DYNAMIC HT  -         126.280 (meters)     414.30  (feet)  COMP
 LV1235  MODELED GRAV-     980,143.8   (mgal)                       NAVD 88
 LV1235
 LV1235  VERT ORDER  -  FIRST     CLASS II
 LV1235
 LV1235.The horizontal coordinates were scaled from a topographic map and have
 LV1235.an estimated accuracy of +/- 6 seconds.
 LV1235.
 LV1235.The orthometric height was determined by differential leveling and
 LV1235.adjusted in December 1992.
 LV1235
 LV1235.The geoid height was determined by GEOID09.
 LV1235
 LV1235.The dynamic height is computed by dividing the NAVD 88
 LV1235.geopotential number by the normal gravity value computed on the
 LV1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1235.degrees latitude (g = 980.6199 gals.).
 LV1235
 LV1235.The modeled gravity was interpolated from observed gravity values.
 LV1235
 LV1235;                    North         East    Units  Estimated Accuracy
 LV1235;SPC CA 1     -   606,290.    1,811,960.      MT  (+/- 180 meters Scaled)
 LV1235
 LV1235                          SUPERSEDED SURVEY CONTROL
 LV1235
 LV1235  NGVD 29 (12/02/92)  125.395  (m)          411.40   (f) ADJUSTED    1 2
 LV1235
 LV1235.Superseded values are not recommended for survey control.
 LV1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1235.See file dsdata.txt to determine how the superseded data were derived.
 LV1235
 LV1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK970583(NAD 83)
 LV1235
 LV1235_MARKER: I = METAL ROD
 LV1235_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1235_SP_SET: STAINLESS STEEL ROD
 LV1235_STAMPING: H 1465 1992
 LV1235_MARK LOGO: NGS   
 LV1235_PROJECTION: FLUSH
 LV1235_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1235+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1235_ROD/PIPE-DEPTH: 7.6  meters
 LV1235
 LV1235  HISTORY     - Date     Condition        Report By
 LV1235  HISTORY     - 1992     MONUMENTED       NGS
 LV1235
 LV1235                          STATION DESCRIPTION
 LV1235
 LV1235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1235'11.1 KM (6.90 MI) WESTERLY ALONG MATTOLE ROAD FROM THE THE JUNCTION OF
 LV1235'WILDER RIDGE ROAD IN HONEYDEW, 17.0 M (55.8 FT) NORTHWEST OF THE
 LV1235'CENTER OF A TRACK ROAD, 11.8 M (38.7 FT) SOUTHWEST OF AND LEVEL WITH
 LV1235'THE ROAD CENTERLINE, AND 0.4 M (1.3 FT) NORTHEAST OF A WITNESS POST
 LV1235'AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LV1235'CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1212 ***********************************************************************
 LV1212  DESIGNATION -  H 1466
 LV1212  PID         -  LV1212
 LV1212  STATE/COUNTY-  CA/HUMBOLDT
 LV1212  USGS QUAD   -  BULL CREEK (1969)
 LV1212
 LV1212                         *CURRENT SURVEY CONTROL
 LV1212  ___________________________________________________________________
 LV1212* NAD 83(1986)-  40 15 43.     (N)    124 05 44.     (W)     SCALED    
 LV1212* NAVD 88     -       650.480  (meters)    2134.12   (feet)  ADJUSTED  
 LV1212  ___________________________________________________________________
 LV1212  GEOID HEIGHT-         -30.70  (meters)                     GEOID09
 LV1212  DYNAMIC HT  -         650.109 (meters)    2132.90  (feet)  COMP
 LV1212  MODELED GRAV-     980,033.0   (mgal)                       NAVD 88
 LV1212
 LV1212  VERT ORDER  -  FIRST     CLASS II
 LV1212
 LV1212.The horizontal coordinates were scaled from a topographic map and have
 LV1212.an estimated accuracy of +/- 6 seconds.
 LV1212.
 LV1212.The orthometric height was determined by differential leveling and
 LV1212.adjusted in December 1992.
 LV1212
 LV1212.The geoid height was determined by GEOID09.
 LV1212
 LV1212.The dynamic height is computed by dividing the NAVD 88
 LV1212.geopotential number by the normal gravity value computed on the
 LV1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1212.degrees latitude (g = 980.6199 gals.).
 LV1212
 LV1212.The modeled gravity was interpolated from observed gravity values.
 LV1212
 LV1212;                    North         East    Units  Estimated Accuracy
 LV1212;SPC CA 1     -   605,240.    1,821,770.      MT  (+/- 180 meters Scaled)
 LV1212
 LV1212                          SUPERSEDED SURVEY CONTROL
 LV1212
 LV1212  NGVD 29 (12/02/92)  649.514  (m)         2130.95   (f) ADJUSTED    1 2
 LV1212
 LV1212.Superseded values are not recommended for survey control.
 LV1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1212.See file dsdata.txt to determine how the superseded data were derived.
 LV1212
 LV1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK068574(NAD 83)
 LV1212
 LV1212_MARKER: I = METAL ROD
 LV1212_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1212_SP_SET: STAINLESS STEEL ROD
 LV1212_STAMPING: H 1466 1992
 LV1212_MARK LOGO: NGS   
 LV1212_PROJECTION: FLUSH
 LV1212_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1212+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1212_ROD/PIPE-DEPTH: 4.8  meters
 LV1212
 LV1212  HISTORY     - Date     Condition        Report By
 LV1212  HISTORY     - 1992     MONUMENTED       NGS
 LV1212
 LV1212                          STATION DESCRIPTION
 LV1212
 LV1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1212'7.0 KM (4.35 MI) NORTHEASTERLY ALONG MATTOLE ROAD FROM THE JUNCTION OF
 LV1212'WILDER RIDGE ROAD IN HONEYDEW, 8.0 M (26.2 FT) SOUTHEAST OF AND LEVEL
 LV1212'WITH THE ROAD CENTERLINE, 5.2 M (17.1 FT) SOUTHWEST OF THE SOUTHEAST
 LV1212'END OF CULVERT NUMBER 440, AND 0.2 M (0.7 FT) NORTHWEST OF A WITNESS
 LV1212'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1258 ***********************************************************************
 LV1258  DESIGNATION -  H 1467
 LV1258  PID         -  LV1258
 LV1258  STATE/COUNTY-  CA/HUMBOLDT
 LV1258  USGS QUAD   -  CAPE MENDOCINO (1969)
 LV1258
 LV1258                         *CURRENT SURVEY CONTROL
 LV1258  ___________________________________________________________________
 LV1258* NAD 83(1986)-  40 26 17.     (N)    124 23 02.     (W)     SCALED    
 LV1258* NAVD 88     -       241.185  (meters)     791.29   (feet)  ADJUSTED  
 LV1258  ___________________________________________________________________
 LV1258  GEOID HEIGHT-         -31.48  (meters)                     GEOID09
 LV1258  DYNAMIC HT  -         241.073 (meters)     790.92  (feet)  COMP
 LV1258  MODELED GRAV-     980,151.6   (mgal)                       NAVD 88
 LV1258
 LV1258  VERT ORDER  -  FIRST     CLASS II
 LV1258
 LV1258.The horizontal coordinates were scaled from a topographic map and have
 LV1258.an estimated accuracy of +/- 6 seconds.
 LV1258.
 LV1258.The orthometric height was determined by differential leveling and
 LV1258.adjusted in December 1992.
 LV1258
 LV1258.The geoid height was determined by GEOID09.
 LV1258
 LV1258.The dynamic height is computed by dividing the NAVD 88
 LV1258.geopotential number by the normal gravity value computed on the
 LV1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1258.degrees latitude (g = 980.6199 gals.).
 LV1258
 LV1258.The modeled gravity was interpolated from observed gravity values.
 LV1258
 LV1258;                    North         East    Units  Estimated Accuracy
 LV1258;SPC CA 1     -   625,420.    1,797,780.      MT  (+/- 180 meters Scaled)
 LV1258
 LV1258                          SUPERSEDED SURVEY CONTROL
 LV1258
 LV1258  NGVD 29 (12/02/92)  240.228  (m)          788.15   (f) ADJUSTED    1 2
 LV1258
 LV1258.Superseded values are not recommended for survey control.
 LV1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1258.See file dsdata.txt to determine how the superseded data were derived.
 LV1258
 LV1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK826772(NAD 83)
 LV1258
 LV1258_MARKER: I = METAL ROD
 LV1258_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LV1258_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LV1258_STAMPING: H 1467 1992
 LV1258_MARK LOGO: NGS   
 LV1258_PROJECTION: FLUSH
 LV1258_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1258+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1258_ROD/PIPE-DEPTH: 7.6  meters
 LV1258_SLEEVE-DEPTH  : 0.9 meters
 LV1258
 LV1258  HISTORY     - Date     Condition        Report By
 LV1258  HISTORY     - 1992     MONUMENTED       NGS
 LV1258
 LV1258                          STATION DESCRIPTION
 LV1258
 LV1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1258'22.5 KM (14.00 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV1258'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, ON THE OUTSIDE OF A CURVE,
 LV1258'8.3 M (27.2 FT) SOUTHEAST OF AND LEVEL WITH THE ROAD CENTERLINE, 2.4
 LV1258'M (7.9 FT) SOUTH OF A UTILITY BRACE POLE WITH A GUY CABLE, 1.8 M
 LV1258'(5.9 FT) SOUTHWEST OF A BRACED FENCE POST, AND 0.3 M (1.0 FT)
 LV1258'NORTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 LV1258'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 LV1258'THE REQUIREMENTS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1283 ***********************************************************************
 LV1283  DESIGNATION -  H 1468
 LV1283  PID         -  LV1283
 LV1283  STATE/COUNTY-  CA/HUMBOLDT
 LV1283  USGS QUAD   -  SCOTIA (1970)
 LV1283
 LV1283                         *CURRENT SURVEY CONTROL
 LV1283  ___________________________________________________________________
 LV1283* NAD 83(1986)-  40 29 32.     (N)    124 06 30.     (W)     SCALED    
 LV1283* NAVD 88     -        70.434  (meters)     231.08   (feet)  ADJUSTED  
 LV1283  ___________________________________________________________________
 LV1283  GEOID HEIGHT-         -30.84  (meters)                     GEOID09
 LV1283  DYNAMIC HT  -          70.400 (meters)     230.97  (feet)  COMP
 LV1283  MODELED GRAV-     980,141.5   (mgal)                       NAVD 88
 LV1283
 LV1283  VERT ORDER  -  FIRST     CLASS II
 LV1283
 LV1283.The horizontal coordinates were scaled from a topographic map and have
 LV1283.an estimated accuracy of +/- 6 seconds.
 LV1283.
 LV1283.The orthometric height was determined by differential leveling and
 LV1283.adjusted in December 1992.
 LV1283
 LV1283.The geoid height was determined by GEOID09.
 LV1283
 LV1283.The dynamic height is computed by dividing the NAVD 88
 LV1283.geopotential number by the normal gravity value computed on the
 LV1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1283.degrees latitude (g = 980.6199 gals.).
 LV1283
 LV1283.The modeled gravity was interpolated from observed gravity values.
 LV1283
 LV1283;                    North         East    Units  Estimated Accuracy
 LV1283;SPC CA 1     -   630,830.    1,821,290.      MT  (+/- 180 meters Scaled)
 LV1283
 LV1283                          SUPERSEDED SURVEY CONTROL
 LV1283
 LV1283  NGVD 29 (12/02/92)   69.459  (m)          227.88   (f) ADJUSTED    1 2
 LV1283
 LV1283.Superseded values are not recommended for survey control.
 LV1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1283.See file dsdata.txt to determine how the superseded data were derived.
 LV1283
 LV1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK060829(NAD 83)
 LV1283
 LV1283_MARKER: I = METAL ROD
 LV1283_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1283_SP_SET: STAINLESS STEEL ROD
 LV1283_STAMPING: H 1468 1992
 LV1283_MARK LOGO: NGS   
 LV1283_PROJECTION: RECESSED 2 CENTIMETERS
 LV1283_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1283_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1283+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1283_ROD/PIPE-DEPTH: 6.0  meters
 LV1283
 LV1283  HISTORY     - Date     Condition        Report By
 LV1283  HISTORY     - 1992     MONUMENTED       NGS
 LV1283
 LV1283                          STATION DESCRIPTION
 LV1283
 LV1283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1283'0.2 KM (0.10 MI) SOUTHEASTERLY ALONG WILDWOOD AVENUE FROM THE POST
 LV1283'OFFICE IN RIO DELL, THENCE 0.7 KM (0.45 MI) SOUTHWESTERLY ALONG
 LV1283'MONUMENT ROAD, 6.8 M (22.3 FT) NORTHWEST OF AND LEVEL WITH THE ROAD
 LV1283'CENTER, 3.7 M (12.1 FT) SOUTHWEST OF THE CENTER OF A GATE, 2.9 M
 LV1283'(9.5 FT) NORTH-NORTHWEST OF THE CENTER OF A TRACK ROAD, AND 0.3 M
 LV1283'(1.0 FT) SOUTHEAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 LV1283'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1203 ***********************************************************************
 LV1203  DESIGNATION -  H 2
 LV1203  PID         -  LV1203
 LV1203  STATE/COUNTY-  CA/HUMBOLDT
 LV1203  USGS QUAD   -  HONEYDEW (1970)
 LV1203
 LV1203                         *CURRENT SURVEY CONTROL
 LV1203  ___________________________________________________________________
 LV1203* NAD 83(1986)-  40 13 20.     (N)    124 06 41.     (W)     SCALED    
 LV1203* NAVD 88     -       128.779  (meters)     422.50   (feet)  ADJUSTED  
 LV1203  ___________________________________________________________________
 LV1203  GEOID HEIGHT-         -30.71  (meters)                     GEOID09
 LV1203  DYNAMIC HT  -         128.711 (meters)     422.28  (feet)  COMP
 LV1203  MODELED GRAV-     980,096.6   (mgal)                       NAVD 88
 LV1203
 LV1203  VERT ORDER  -  FIRST     CLASS II
 LV1203
 LV1203.The horizontal coordinates were scaled from a topographic map and have
 LV1203.an estimated accuracy of +/- 6 seconds.
 LV1203.
 LV1203.The orthometric height was determined by differential leveling and
 LV1203.adjusted in December 1992.
 LV1203
 LV1203.The geoid height was determined by GEOID09.
 LV1203
 LV1203.The dynamic height is computed by dividing the NAVD 88
 LV1203.geopotential number by the normal gravity value computed on the
 LV1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1203.degrees latitude (g = 980.6199 gals.).
 LV1203
 LV1203.The modeled gravity was interpolated from observed gravity values.
 LV1203
 LV1203;                    North         East    Units  Estimated Accuracy
 LV1203;SPC CA 1     -   600,870.    1,820,310.      MT  (+/- 180 meters Scaled)
 LV1203
 LV1203                          SUPERSEDED SURVEY CONTROL
 LV1203
 LV1203  NGVD 29 (12/02/92)  127.833  (m)          419.40   (f) ADJUSTED    1 2
 LV1203
 LV1203.Superseded values are not recommended for survey control.
 LV1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1203.See file dsdata.txt to determine how the superseded data were derived.
 LV1203
 LV1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK054530(NAD 83)
 LV1203
 LV1203_MARKER: DD = SURVEY DISK
 LV1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV1203_SP_SET: CONCRETE POST
 LV1203_STAMPING: H-2 HUM-CO RCE 19203
 LV1203_MARK LOGO: NONE  
 LV1203_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV1203+STABILITY: SURFACE MOTION
 LV1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1203+SATELLITE: SATELLITE OBSERVATIONS - August 26, 1992
 LV1203
 LV1203  HISTORY     - Date     Condition        Report By
 LV1203  HISTORY     - UNK      MONUMENTED       CA-023
 LV1203  HISTORY     - 19920826 GOOD             NGS
 LV1203
 LV1203                          STATION DESCRIPTION
 LV1203
 LV1203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1203'3.1 KM (1.90 MI) SOUTHERLY ALONG WILDER RIDGE ROAD FROM THE JUNCTION
 LV1203'OF MATTOLE ROAD IN HONEYDEW, NEAR THE CENTER OF THE ROAD, 21.9 M
 LV1203'(71.9 FT) SOUTH OF THE SOUTH END OF THE EAST BRIDGE RAIL OF A BRIDGE
 LV1203'SPANNING HONEYDEW CREEK, 16.7 M (54.8 FT) SOUTH-SOUTHEAST OF THE
 LV1203'SOUTH END OF THE WEST BRIDGE RAIL, AND THE MONUMENT IS RECESSED 0.25
 LV1203'M (0.82 FT) BELOW THE ROAD SURFACE. NOTE--ACCESS TO THE DISK IS
 LV1203'THROUGH A 12-INCH METAL COVER.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0362 ***********************************************************************
 LV0362  DESIGNATION -  H 229
 LV0362  PID         -  LV0362
 LV0362  STATE/COUNTY-  CA/HUMBOLDT
 LV0362  USGS QUAD   -  CAPETOWN (1969)
 LV0362
 LV0362                         *CURRENT SURVEY CONTROL
 LV0362  ___________________________________________________________________
 LV0362* NAD 83(1986)-  40 29 33.     (N)    124 19 30.     (W)     SCALED    
 LV0362* NAVD 88     -       449.800  (meters)    1475.72   (feet)  ADJUSTED  
 LV0362  ___________________________________________________________________
 LV0362  GEOID HEIGHT-         -31.25  (meters)                     GEOID09
 LV0362  DYNAMIC HT  -         449.569 (meters)    1474.96  (feet)  COMP
 LV0362  MODELED GRAV-     980,098.2   (mgal)                       NAVD 88
 LV0362
 LV0362  VERT ORDER  -  FIRST     CLASS II
 LV0362
 LV0362.The horizontal coordinates were scaled from a topographic map and have
 LV0362.an estimated accuracy of +/- 6 seconds.
 LV0362.
 LV0362.The orthometric height was determined by differential leveling and
 LV0362.adjusted in December 1992.
 LV0362
 LV0362.The geoid height was determined by GEOID09.
 LV0362
 LV0362.The dynamic height is computed by dividing the NAVD 88
 LV0362.geopotential number by the normal gravity value computed on the
 LV0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0362.degrees latitude (g = 980.6199 gals.).
 LV0362
 LV0362.The modeled gravity was interpolated from observed gravity values.
 LV0362
 LV0362;                    North         East    Units  Estimated Accuracy
 LV0362;SPC CA 1     -   631,330.    1,802,930.      MT  (+/- 180 meters Scaled)
 LV0362
 LV0362                          SUPERSEDED SURVEY CONTROL
 LV0362
 LV0362  NGVD 29 (12/02/92)  448.823  (m)         1472.51   (f) ADJUSTED    1 2
 LV0362
 LV0362.Superseded values are not recommended for survey control.
 LV0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0362.See file dsdata.txt to determine how the superseded data were derived.
 LV0362
 LV0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK877832(NAD 83)
 LV0362
 LV0362_MARKER: DB = BENCH MARK DISK
 LV0362_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0362_SP_SET: PREFAB CONC. POST IN EARTH
 LV0362_STAMPING: H 229 1935
 LV0362_MARK LOGO: CGS   
 LV0362_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0362_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0362+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1992
 LV0362
 LV0362  HISTORY     - Date     Condition        Report By
 LV0362  HISTORY     - 1935     MONUMENTED       CGS
 LV0362  HISTORY     - 19921014 GOOD             NGS
 LV0362
 LV0362                          STATION DESCRIPTION
 LV0362
 LV0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LV0362'4.4 MI N FROM CAPETOWN.
 LV0362'4.4 MILES NORTH ALONG THE FERNDALE-PETROLIA ROAD FROM CAPETOWN,
 LV0362'HUMBOLDT COUNTY, 72 FEET NORTHWEST OF A FENCE CORNER, 20 FEET
 LV0362'WEST OF THE CENTER OF A WOODEN GATE, AND 16 FEET NORTH OF THE
 LV0362'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED H 229 1935
 LV0362'AND SET IN THE TOP OF A CONCRETE POST.
 LV0362
 LV0362                          STATION RECOVERY (1992)
 LV0362
 LV0362'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0362'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV0362'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV0362'AVENUE, THENCE 15.6 KM (9.70 MI) SOUTHERLY ALONG MATTOLE ROAD, 5.8 M
 LV0362'(19.0 FT) WEST OF THE SOUTH END OF A GATE, 5.4 M (17.7 FT) NORTH OF
 LV0362'THE ROAD CENTERLINE, 0.4 M (1.3 FT) NORTH OF A FENCE, 0.3 M (1.0 FT)
 LV0362'EAST OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD,
 LV0362'AND THE MONUMENT PROJECTS 0.4 M (1.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0406 ***********************************************************************
 LV0406  DESIGNATION -  H 275
 LV0406  PID         -  LV0406
 LV0406  STATE/COUNTY-  CA/HUMBOLDT
 LV0406  USGS QUAD   -  TAYLOR PEAK (1969)
 LV0406
 LV0406                         *CURRENT SURVEY CONTROL
 LV0406  ___________________________________________________________________
 LV0406* NAD 83(1986)-  40 27 38.     (N)    124 12 19.     (W)     SCALED    
 LV0406* NAVD 88     -       717.175  (meters)    2352.93   (feet)  ADJUSTED  
 LV0406  ___________________________________________________________________
 LV0406  GEOID HEIGHT-         -30.90  (meters)                     GEOID09
 LV0406  DYNAMIC HT  -         716.763 (meters)    2351.58  (feet)  COMP
 LV0406  MODELED GRAV-     980,026.7   (mgal)                       NAVD 88
 LV0406
 LV0406  VERT ORDER  -  FIRST     CLASS II
 LV0406
 LV0406.The horizontal coordinates were scaled from a topographic map and have
 LV0406.an estimated accuracy of +/- 6 seconds.
 LV0406.
 LV0406.The orthometric height was determined by differential leveling and
 LV0406.adjusted in December 1992.
 LV0406
 LV0406.The geoid height was determined by GEOID09.
 LV0406
 LV0406.The dynamic height is computed by dividing the NAVD 88
 LV0406.geopotential number by the normal gravity value computed on the
 LV0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0406.degrees latitude (g = 980.6199 gals.).
 LV0406
 LV0406.The modeled gravity was interpolated from observed gravity values.
 LV0406
 LV0406;                    North         East    Units  Estimated Accuracy
 LV0406;SPC CA 1     -   627,520.    1,812,990.      MT  (+/- 180 meters Scaled)
 LV0406
 LV0406                          SUPERSEDED SURVEY CONTROL
 LV0406
 LV0406  NGVD 29 (12/02/92)  716.172  (m)         2349.64   (f) ADJUSTED    1 2
 LV0406
 LV0406.Superseded values are not recommended for survey control.
 LV0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0406.See file dsdata.txt to determine how the superseded data were derived.
 LV0406
 LV0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK978795(NAD 83)
 LV0406
 LV0406_MARKER: DB = BENCH MARK DISK
 LV0406_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0406_SP_SET: PREFAB CONC. POST IN EARTH
 LV0406_STAMPING: H 275 1935
 LV0406_MARK LOGO: CGS   
 LV0406_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0406+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1992
 LV0406
 LV0406  HISTORY     - Date     Condition        Report By
 LV0406  HISTORY     - 1935     MONUMENTED       CGS
 LV0406  HISTORY     - 1942     GOOD             CGS
 LV0406  HISTORY     - 19921017 GOOD             NGS
 LV0406
 LV0406                          STATION DESCRIPTION
 LV0406
 LV0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LV0406'8.3 MI SW FROM WILDWOOD.
 LV0406'8.3 MILES SOUTHWEST ALONG THE BEAR RIVER RIDGE ROAD FROM
 LV0406'WILDWOOD (POST OFFICE RIO DELL), HUMBOLDT COUNTY, ABOUT 100 FEET
 LV0406'NORTH OF THE SHORE OF A SMALL LAKE (KINMAN POND), 111 FEET
 LV0406'WEST OF A GATE ACROSS THE ROAD, 105 FEET SOUTH OF THE
 LV0406'CENTERLINE OF THE ROAD, IN THE NORTHWEST CORNER OF A CORRAL,
 LV0406'1.8 FEET SOUTH OF THE EAST-AND-WEST FENCE, AND NEAR A WHITE
 LV0406'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED H 275 1935 AND
 LV0406'SET IN THE TOP OF A CONCRETE POST.
 LV0406
 LV0406                          STATION RECOVERY (1992)
 LV0406
 LV0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0406'0.2 KM (0.10 MI) SOUTHEASTERLY ALONG WILDWOOD AVENUE FROM THE POST
 LV0406'OFFICE IN RIO DELL, THENCE 7.9 KM (4.90 MI) SOUTHWESTERLY ALONG
 LV0406'MONUMENT ROAD, THENCE 6.1 KM (3.80 MI) WESTERLY ALONG BEAR RIVER
 LV0406'RIDGE ROAD, IN A CORRAL ON THE NORTH SIDE OF KINMAN POND, 34.3 M
 LV0406'(112.5 FT) WEST OF THE CENTER OF THE ROAD AND A CATTLE GUARD, 1.0 M
 LV0406'(3.3 FT) BELOW THE LEVEL OF THE ROAD, 0.6 M (2.0 FT) EAST OF A GATE
 LV0406'OF A CATCH PEN FOR A LOADING CHUTE, 0.6 M (2.0 FT) SOUTH OF A WITNESS
 LV0406'POST AND A FENCE, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE
 LV0406'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1231 ***********************************************************************
 LV1231  DESIGNATION -  H 3
 LV1231  PID         -  LV1231
 LV1231  STATE/COUNTY-  CA/HUMBOLDT
 LV1231  USGS QUAD   -  SHUBRICK PEAK (1997)
 LV1231
 LV1231                         *CURRENT SURVEY CONTROL
 LV1231  ___________________________________________________________________
 LV1231* NAD 83(1986)-  40 13 47.     (N)    124 08 59.     (W)     SCALED    
 LV1231* NAVD 88     -        94.980  (meters)     311.61   (feet)  ADJUSTED  
 LV1231  ___________________________________________________________________
 LV1231  GEOID HEIGHT-         -30.77  (meters)                     GEOID09
 LV1231  DYNAMIC HT  -          94.930 (meters)     311.45  (feet)  COMP
 LV1231  MODELED GRAV-     980,107.2   (mgal)                       NAVD 88
 LV1231
 LV1231  VERT ORDER  -  FIRST     CLASS II
 LV1231
 LV1231.The horizontal coordinates were scaled from a topographic map and have
 LV1231.an estimated accuracy of +/- 6 seconds.
 LV1231.
 LV1231.The orthometric height was determined by differential leveling and
 LV1231.adjusted in December 1992.
 LV1231
 LV1231.The geoid height was determined by GEOID09.
 LV1231
 LV1231.The dynamic height is computed by dividing the NAVD 88
 LV1231.geopotential number by the normal gravity value computed on the
 LV1231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1231.degrees latitude (g = 980.6199 gals.).
 LV1231
 LV1231.The modeled gravity was interpolated from observed gravity values.
 LV1231
 LV1231;                    North         East    Units  Estimated Accuracy
 LV1231;SPC CA 1     -   601,780.    1,817,070.      MT  (+/- 180 meters Scaled)
 LV1231
 LV1231                          SUPERSEDED SURVEY CONTROL
 LV1231
 LV1231  NGVD 29 (12/02/92)   94.033  (m)          308.51   (f) ADJUSTED    1 2
 LV1231
 LV1231.Superseded values are not recommended for survey control.
 LV1231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1231.See file dsdata.txt to determine how the superseded data were derived.
 LV1231
 LV1231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK021538(NAD 83)
 LV1231
 LV1231_MARKER: DD = SURVEY DISK
 LV1231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV1231_SP_SET: CONCRETE POST
 LV1231_STAMPING: H-3
 LV1231_MARK LOGO: NONE  
 LV1231_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV1231+STABILITY: SURFACE MOTION
 LV1231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1231+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1992
 LV1231
 LV1231  HISTORY     - Date     Condition        Report By
 LV1231  HISTORY     - UNK      MONUMENTED       CA-023
 LV1231  HISTORY     - 19920927 GOOD             NGS
 LV1231
 LV1231                          STATION DESCRIPTION
 LV1231
 LV1231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1231'3.0 KM (1.85 MI) WESTERLY ALONG MATTOLE ROAD FROM THE JUNCTION OF
 LV1231'WILDER RIDGE ROAD IN HONEYDEW, NEAR THE CENTERLINE OF THE ROAD, 25.6
 LV1231'M (84.0 FT) EAST OF THE SOUTHEAST CORNER OF A BRIDGE SPANNING WOODS
 LV1231'CREEK, 14.2 M (46.6 FT) WEST-NORTHWEST OF UTILITY POLE NUMBER 78 WITH
 LV1231'UNDERGROUND CABLE JUNCTION BOX NUMBER 78 ATTACHED, AND THE MONUMENT
 LV1231'IS SURROUNDED BY AND RECESSED 0.2 M (0.7 FT) BELOW THE ROAD SURFACE.
 LV1231'NOTE--ACCESS TO THE MONUMENT IS THROUGH A 5-INCH METAL COVER.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1261 ***********************************************************************
 LV1261  DESIGNATION -  H 4
 LV1261  PID         -  LV1261
 LV1261  STATE/COUNTY-  CA/HUMBOLDT
 LV1261  USGS QUAD   -  CAPETOWN (1969)
 LV1261
 LV1261                         *CURRENT SURVEY CONTROL
 LV1261  ___________________________________________________________________
 LV1261* NAD 83(1986)-  40 27 54.     (N)    124 22 03.     (W)     SCALED    
 LV1261* NAVD 88     -        21.672  (meters)      71.10   (feet)  ADJUSTED  
 LV1261  ___________________________________________________________________
 LV1261  GEOID HEIGHT-         -31.39  (meters)                     GEOID09
 LV1261  DYNAMIC HT  -          21.662 (meters)      71.07  (feet)  COMP
 LV1261  MODELED GRAV-     980,175.3   (mgal)                       NAVD 88
 LV1261
 LV1261  VERT ORDER  -  FIRST     CLASS II
 LV1261
 LV1261.The horizontal coordinates were scaled from a topographic map and have
 LV1261.an estimated accuracy of +/- 6 seconds.
 LV1261.
 LV1261.The orthometric height was determined by differential leveling and
 LV1261.adjusted in July 2002.
 LV1261
 LV1261.The geoid height was determined by GEOID09.
 LV1261
 LV1261.The dynamic height is computed by dividing the NAVD 88
 LV1261.geopotential number by the normal gravity value computed on the
 LV1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1261.degrees latitude (g = 980.6199 gals.).
 LV1261
 LV1261.The modeled gravity was interpolated from observed gravity values.
 LV1261
 LV1261;                    North         East    Units  Estimated Accuracy
 LV1261;SPC CA 1     -   628,370.    1,799,250.      MT  (+/- 180 meters Scaled)
 LV1261
 LV1261                          SUPERSEDED SURVEY CONTROL
 LV1261
 LV1261  NAVD 88 (12/23/92)   21.652  (m)           71.04   (f) UNKNOWN     1 2
 LV1261  NGVD 29 (12/02/92)   20.692  (m)           67.89   (f) ADJUSTED    1 2
 LV1261
 LV1261.Superseded values are not recommended for survey control.
 LV1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1261.See file dsdata.txt to determine how the superseded data were derived.
 LV1261
 LV1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK840802(NAD 83)
 LV1261
 LV1261_MARKER: DD = SURVEY DISK
 LV1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV1261_SP_SET: CONCRETE POST
 LV1261_STAMPING: HCDPW RE 11950 H-4
 LV1261_MARK LOGO: CA-023
 LV1261_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV1261+STABILITY: SURFACE MOTION
 LV1261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1261+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1996
 LV1261
 LV1261  HISTORY     - Date     Condition        Report By
 LV1261  HISTORY     - UNK      MONUMENTED       CA-023
 LV1261  HISTORY     - 19921014 GOOD             NGS
 LV1261  HISTORY     - 19960227 GOOD             NGS
 LV1261
 LV1261                          STATION DESCRIPTION
 LV1261
 LV1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1261'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1261'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1261'AVENUE, THENCE 23.1 KM (14.35 MI) SOUTHERLY ALONG MATTOLE ROAD, ON
 LV1261'THE CENTERLINE OF THE ROAD, 62.0 M (203.4 FT) SOUTHEAST OF THE
 LV1261'SOUTHEAST END OF A BRIDGE SPANNING BEAR RIVER, 27.0 M (88.6 FT)
 LV1261'NORTHEAST OF THE CENTER OF A ROAD LEADING NORTHEAST, AND THE MONUMENT
 LV1261'IS RECESSED 0.15 M (0.49 FT) BELOW THE LEVEL OF THE ROAD.
 LV1261'NOTE--ACCESS TO THE DISK IS THROUGH A 5-INCH METAL LID.
 LV1261
 LV1261                          STATION RECOVERY (1996)
 LV1261
 LV1261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 LV1261'RECOVERED IN GOOD CONDITION.  NOTE--THE DISK IS TILTED OR THE WHOLE
 LV1261'MARK MAYBE TILTED DOWN WITH THE LOWER SIDE BEING TO THE SOUTH. IT IS
 LV1261'IN THE MIDDLE OF THE ROAD AND SUGGEST WARNING SIGNS AS THERE IS A
 LV1261'BLIND CURVE TO THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1169 ***********************************************************************
 LV1169  DESIGNATION -  HPGN CA 01 07
 LV1169  PID         -  LV1169
 LV1169  STATE/COUNTY-  CA/HUMBOLDT
 LV1169  USGS QUAD   -  TAYLOR PEAK (1969)
 LV1169
 LV1169                         *CURRENT SURVEY CONTROL
 LV1169  ___________________________________________________________________
 LV1169* NAD 83(2007)-  40 27 04.12084(N)    124 08 28.34247(W)     ADJUSTED  
 LV1169* NAVD 88     -       596.833  (meters)    1958.11   (feet)  ADJUSTED  
 LV1169  ___________________________________________________________________
 LV1169  EPOCH DATE  -        2007.00
 LV1169  X           -  -2,728,040.956 (meters)                     COMP
 LV1169  Y           -  -4,023,064.264 (meters)                     COMP
 LV1169  Z           -   4,116,600.342 (meters)                     COMP
 LV1169  LAPLACE CORR-           2.35  (seconds)                    DEFLEC09
 LV1169  ELLIP HEIGHT-         565.996 (meters)          (02/10/07) ADJUSTED
 LV1169  GEOID HEIGHT-         -30.77  (meters)                     GEOID09
 LV1169  DYNAMIC HT  -         596.499 (meters)    1957.01  (feet)  COMP
 LV1169
 LV1169  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV1169  Type    PID    Designation                      North   East  Ellip
 LV1169  -------------------------------------------------------------------
 LV1169  NETWORK LV1169 HPGN CA 01 07                     1.00   1.22   6.76
 LV1169  -------------------------------------------------------------------
 LV1169  MODELED GRAV-     980,045.0   (mgal)                       NAVD 88
 LV1169
 LV1169  VERT ORDER  -  FIRST     CLASS II
 LV1169
 LV1169.The horizontal coordinates were established by GPS observations
 LV1169.and adjusted by the National Geodetic Survey in February 2007.
 LV1169
 LV1169.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV1169.See National Readjustment for more information. 
 LV1169
 LV1169.The horizontal coordinates are valid at the epoch date displayed above
 LV1169.which is a decimal equivalence of Year/Month/Day.
 LV1169
 LV1169.The orthometric height was determined by differential leveling and
 LV1169.adjusted in December 1992.
 LV1169
 LV1169.WARNING-GPS observations at this control monument resulted in a GPS
 LV1169.derived orthometric height which differed from the leveled height by
 LV1169.more than one decimeter (0.1 meter).
 LV1169
 LV1169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV1169
 LV1169.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV1169
 LV1169.The ellipsoidal height was determined by GPS observations
 LV1169.and is referenced to NAD 83.
 LV1169
 LV1169.The geoid height was determined by GEOID09.
 LV1169
 LV1169.The dynamic height is computed by dividing the NAVD 88
 LV1169.geopotential number by the normal gravity value computed on the
 LV1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1169.degrees latitude (g = 980.6199 gals.).
 LV1169
 LV1169.The modeled gravity was interpolated from observed gravity values.
 LV1169
 LV1169;                    North         East     Units Scale Factor Converg.
 LV1169;SPC CA 1     -   626,337.961 1,818,396.290   MT  0.99991696   -1 24 00.4
 LV1169;SPC CA 1     - 2,054,910.46  5,965,855.16   sFT  0.99991696   -1 24 00.4
 LV1169;UTM  10      - 4,478,457.129   403,230.055   MT  0.99971527   -0 44 25.7
 LV1169
 LV1169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV1169!SPC CA 1     -   0.99991122  x   0.99991696  =   0.99982819
 LV1169!UTM  10      -   0.99991122  x   0.99971527  =   0.99962652
 LV1169
 LV1169                          SUPERSEDED SURVEY CONTROL
 LV1169
 LV1169  ELLIP H (06/13/97)  566.286  (m)                       GP(       ) 4 2
 LV1169  NAD 83(1992)-  40 27 04.11310(N)    124 08 28.31906(W) AD(1991.35) 1
 LV1169  ELLIP H (08/24/94)  566.114  (m)                       GP(1991.35) 4 2
 LV1169  ELLIP H (11/17/92)  566.620  (m)                       GP(       ) 5 1
 LV1169  NAD 83(1986)-  40 27 04.08786(N)    124 08 28.34454(W) AD(1984.00) 1
 LV1169  NAD 83(1992)-  40 27 04.09620(N)    124 08 28.33661(W) AD(1991.35) B
 LV1169  ELLIP H (05/15/92)  566.620  (m)                       GP(1991.35) 4 2
 LV1169  NAVD 88 (06/13/97)  596.9    (m)         1958.     (f) GPS OBS        
 LV1169  NAVD 88 (06/14/96)  596.83   (m)         1958.1    (f) LEVELING    3  
 LV1169  NAVD 88 (08/24/94)  596.6    (m)         1957.     (f) GPS OBS        
 LV1169  NAVD 88 (05/15/92)  597.1    (m)         1959.     (f) GPS OBS        
 LV1169  NGVD 29 (12/02/92)  595.837  (m)         1954.84   (f) ADJUSTED    1 2
 LV1169
 LV1169.Superseded values are not recommended for survey control.
 LV1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1169.See file dsdata.txt to determine how the superseded data were derived.
 LV1169
 LV1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK0323078457(NAD 83)
 LV1169
 LV1169_MARKER: DD = SURVEY DISK
 LV1169_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 LV1169_SP_SET: ALUMINUM ALLOY ROD
 LV1169_STAMPING: HPGN-CALIF. STA. 01-07 1991
 LV1169_MARK LOGO: CADT  
 LV1169_PROJECTION: FLUSH
 LV1169_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 LV1169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV1169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1169+SATELLITE: SATELLITE OBSERVATIONS - April 28, 1994
 LV1169_ROD/PIPE-DEPTH: 3.00 meters
 LV1169
 LV1169  HISTORY     - Date     Condition        Report By
 LV1169  HISTORY     - 1991     MONUMENTED       CADT
 LV1169  HISTORY     - 19910703 GOOD             NGS
 LV1169  HISTORY     - 19920504 GOOD             NGS
 LV1169  HISTORY     - 19921017 GOOD             NGS
 LV1169  HISTORY     - 19931025 GOOD             CADT
 LV1169  HISTORY     - 19931108 GOOD             CADT
 LV1169  HISTORY     - 19940119 GOOD
 LV1169  HISTORY     - 19940420 GOOD             NGS
 LV1169  HISTORY     - 19940428 GOOD             NGS
 LV1169  HISTORY     - 19960101 GOOD             WOOLPT
 LV1169  HISTORY     - 20060213 MARK NOT FOUND   GEOCAC
 LV1169
 LV1169                          STATION DESCRIPTION
 LV1169
 LV1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 LV1169'THE STATION IS LOCATED ABOUT 4.9 MI (7.9 KM) SOUTHWEST OF RIO DELL ON
 LV1169'BEAR RIVER RIDGE AND IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 LV1169'TO REACH THE STATION FROM THE JUNCTION OF MONUMENT ROAD AND WILDWOOD
 LV1169'AVENUE IN RIO DELL, GO 4.9 MI (7.9 KM) UP MONUMENT ROAD TO THE
 LV1169'INTERSECTION WITH BEAR RIVER RIDGE ROAD AND THE STATION ON THE LEFT.
 LV1169'THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM
 LV1169'ACCESS COVER AND ACROSS MONUMENT ROAD FROM BENCH MARK F 275 1935.
 LV1169'LOCATED 99 FT (30.2 M) SOUTHERLY OF A POWER POLE, 70 FT (21.3 M)
 LV1169'EASTERLY OF THE BENCH MARK, 66 FT (20.1 M) SOUTHERLY OF THE CENTER OF
 LV1169'THE INTERSECTION, 33 FT (10.1 M) EASTERLY OF THE CENTERLINE OF
 LV1169'MONUMENT ROAD, 15 FT (4.6 M) WESTERLY OF A FENCE, 3 FT (0.9 M)
 LV1169'WESTERLY OF A FIBERGLASS WITNESS POST AND ABOUT LEVEL WITH MONUMENT
 LV1169'ROAD.
 LV1169
 LV1169                          STATION RECOVERY (1992)
 LV1169
 LV1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV1169'STATION IS LOCATED ABOUT 11 KM (6.8 MI) SOUTH-SOUTHWEST OF FORTUNA, 8
 LV1169'KM (5.0 MI) SOUTHWEST OF RIO DELL, IN A MOUNTAINOUS AREA, AT THE EAST
 LV1169'END OF BEAR RIVER RIDGE, IN THE SOUTHEAST ANGLE OF A ROAD JUNCTION.
 LV1169'OWNERSHIP--HUMBOLDT COUNTY.
 LV1169'TO REACH FROM THE RIO DELL POST OFFICE, GO SOUTHEAST ON WILDWOOD
 LV1169'AVENUE FOR 0.24 KM (0.15 MI) TO A CROSS STREET JUST BEFORE REACHING A
 LV1169'GIRDER BRIDGE.  TURN RIGHT, SOUTHWEST, ON MONUMENT ROAD FOR 0.37 KM
 LV1169'(0.23 MI) TO A FORK.  BEAR LEFT, UPGRADE, ON MONUMENT ROAD (NARROW
 LV1169'AND WINDING) FOR 7.54 KM (4.69 MI) TO THE PAVEMENT END AT FORK AND
 LV1169'STATION ON THE LEFT.
 LV1169'STATION MARK IS A DISK ON A ROD ENCASED IN A PVC PIPE WITH LOGO CAP
 LV1169'SET IN A CONCRETE POST FLUSH WITH THE GROUND.  IT IS 19.5 M
 LV1169'(64.0 FT) SOUTHEAST OF THE ROAD JUNCTION, 10.5 M (34.4 FT) EAST OF
 LV1169'AND 0.5 M (1.6 FT) HIGHER THAN THE ROAD CENTER, 29.9 M (98.1 FT)
 LV1169'SOUTH OF A UTILITY POLE, 0.8 M (2.6 FT) WEST OF A FIBERGLASS WITNESS
 LV1169'POST, 4.6 M (15.1 FT) WEST OF A WIRE FENCE AND 13.5 M (44.3 FT)
 LV1169'SOUTH-SOUTHEAST OF A DRAINAGE DITCH.
 LV1169
 LV1169                          STATION RECOVERY (1992)
 LV1169
 LV1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV1169'0.2 KM (0.10 MI) SOUTHEASTERLY ALONG WILDWOOD AVENUE FROM THE POST
 LV1169'OFFICE IN RIO DELL, THENCE 7.9 KM (4.90 MI) SOUTHWESTERLY ALONG
 LV1169'MONUMENT ROAD, 30.1 M (98.8 FT) SOUTHEAST OF A UTILITY POLE WITH 2
 LV1169'GUY CABLES, 22.0 M (72.2 FT) EAST OF THE CENTER OF BEAR RIVER ROAD,
 LV1169'21.3 M (69.9 FT) NORTHEAST OF BENCH MARK F 275, 10.4 M (34.1 FT)
 LV1169'NORTHEAST OF THE ROAD CENTER, 4.6 M (15.1 FT) SOUTHWEST OF A FENCE,
 LV1169'0.9 M (3.0 FT) SOUTHWEST OF A WITNESS POST, AND 0.6 M (2.0 FT) ABOVE
 LV1169'THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DISK IS THROUGH A 5-INCH
 LV1169'LOGO CAP.  THE ROD DEPTH IS UNKNOWN.
 LV1169
 LV1169                          STATION RECOVERY (1993)
 LV1169
 LV1169'RECOVERY NOTE BY CALTRANS 1993 (DSC)
 LV1169'THE STATION WAS RECOVERED WITH THE FOLLOWING REVISION.  THE STATION IS
 LV1169'LOCATED IN AN AREA OF LOCAL INSTABILITY.  IT IS RECOMMENDED THAT THE
 LV1169'STATION NOT BE USED.
 LV1169
 LV1169                          STATION RECOVERY (1993)
 LV1169
 LV1169'RECOVERY NOTE BY CALTRANS 1993
 LV1169'RECOVERED IN GOOD CONDITION.
 LV1169
 LV1169                          STATION RECOVERY (1994)
 LV1169
 LV1169'RECOVERED 1994
 LV1169'RECOVERED IN GOOD CONDITION.
 LV1169
 LV1169                          STATION RECOVERY (1994)
 LV1169
 LV1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 LV1169'RECOVERED AS DESCRIBED.
 LV1169
 LV1169                          STATION RECOVERY (1994)
 LV1169
 LV1169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL)
 LV1169'THE STATION IS LOCATED ABOUT 5 MI (8.0 KM) SOUTHWEST OF RIO DELL. TO
 LV1169'REACH THE STATION FROM THE POST OFFICE IN RIO DELL, GO 0.1 MI (0.2 KM)
 LV1169'SOUTHEASTERLY ALONG WILDWOOD AVENUE, THENCE 4.9 MI (7.9 KM)
 LV1169'SOUTHWESTERLY ALONG MONUMENT ROAD TO THE STATION ON THE LEFT. LOCATED
 LV1169'30.1 M (98.8 FT) SOUTHEAST OF A UTILITY POLE WITH TWO GUY CABLES, 22.0
 LV1169'M (72.2 FT) EAST OF THE CENTER OF BEAR RIVER ROAD, 21.3 M (69.9 FT)
 LV1169'NORTHEAST OF BENCH MARK F 275, 10.4 M (34.1 FT) NORTHEAST OF THE ROAD
 LV1169'CENTER, 4.6 M (15.1 FT) SOUTHWEST OF A FENCE, 0.9 M (3.0 FT) SOUTHWEST
 LV1169'OF A WITNESS POST, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD.
 LV1169'NOTE--ACCESS TO THE DISK IS THROUGH A 5-INCH LOGO CAP.
 LV1169
 LV1169                          STATION RECOVERY (1996)
 LV1169
 LV1169'RECOVERY NOTE BY WOOLPERT CONSULTANTS 1996
 LV1169'RECOVERED AS GOOD.
 LV1169
 LV1169                          STATION RECOVERY (2006)
 LV1169
 LV1169'RECOVERY NOTE BY GEOCACHING 2006 (DH)
 LV1169'I FOUND THE CYLINDER WHICH SHOULD CONTAIN THE MARK, BUT THE
 LV1169' 
 LV1169'ACCESS COVER AND THE MARK WERE MISSING.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0428 ***********************************************************************
 LV0428  DESIGNATION -  HWY 101 STA 477+00 POC
 LV0428  PID         -  LV0428
 LV0428  STATE/COUNTY-  CA/HUMBOLDT
 LV0428  USGS QUAD   -  SCOTIA (1970)
 LV0428
 LV0428                         *CURRENT SURVEY CONTROL
 LV0428  ___________________________________________________________________
 LV0428* NAD 83(1986)-  40 26 37.     (N)    124 00 52.     (W)     SCALED    
 LV0428* NAVD 88     -        47.355  (meters)     155.36   (feet)  ADJUSTED  
 LV0428  ___________________________________________________________________
 LV0428  GEOID HEIGHT-         -30.63  (meters)                     GEOID09
 LV0428  DYNAMIC HT  -          47.331 (meters)     155.29  (feet)  COMP
 LV0428  MODELED GRAV-     980,120.5   (mgal)                       NAVD 88
 LV0428
 LV0428  VERT ORDER  -  FIRST     CLASS II
 LV0428
 LV0428.The horizontal coordinates were scaled from a topographic map and have
 LV0428.an estimated accuracy of +/- 6 seconds.
 LV0428.
 LV0428.The orthometric height was determined by differential leveling and
 LV0428.adjusted in December 1992.
 LV0428
 LV0428.The geoid height was determined by GEOID09.
 LV0428
 LV0428.The dynamic height is computed by dividing the NAVD 88
 LV0428.geopotential number by the normal gravity value computed on the
 LV0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0428.degrees latitude (g = 980.6199 gals.).
 LV0428
 LV0428.The modeled gravity was interpolated from observed gravity values.
 LV0428
 LV0428;                    North         East    Units  Estimated Accuracy
 LV0428;SPC CA 1     -   625,250.    1,829,130.      MT  (+/- 180 meters Scaled)
 LV0428
 LV0428                          SUPERSEDED SURVEY CONTROL
 LV0428
 LV0428  NAVD 88 (06/15/91)   47.399  (m)          155.51   (f) UNKNOWN     1 2
 LV0428  NGVD 29 (12/02/92)   46.388  (m)          152.19   (f) ADJUSTED    1 2
 LV0428
 LV0428.Superseded values are not recommended for survey control.
 LV0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0428.See file dsdata.txt to determine how the superseded data were derived.
 LV0428
 LV0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK139774(NAD 83)
 LV0428
 LV0428_MARKER: DB = BENCH MARK DISK
 LV0428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0428_SP_SET: CONCRETE POST
 LV0428_STAMPING: D 477+00 00 POC SM 41
 LV0428_MARK LOGO: CADH  
 LV0428_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0428+STABILITY: SURFACE MOTION
 LV0428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0428+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0428
 LV0428  HISTORY     - Date     Condition        Report By
 LV0428  HISTORY     - UNK      MONUMENTED       CADH
 LV0428  HISTORY     - 1967     GOOD             CGS
 LV0428  HISTORY     - 19880227 GOOD             NGS
 LV0428  HISTORY     - 19920728 GOOD             NGS
 LV0428
 LV0428                          STATION DESCRIPTION
 LV0428
 LV0428'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0428'6.8 MI S FROM SCOTIA.
 LV0428'6.75 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE SOUTH END OF
 LV0428'THE EEL RIVER BRIDGE AT SCOTIA, 0.6 MILE EAST OF GREENLAW CREEK
 LV0428'BRIDGE, AT HIGHWAY MILEAGE 44.99, BETWEEN THE HIGHWAY LANES, 24
 LV0428'FEET SOUTH OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY,
 LV0428'22 FEET NORTH OF THE CENTER LINE OF THE NORTH LANES OF THE
 LV0428'HIGHWAY, 16 FEET WEST OF A 48-INCH SQUARE DRAIN WITH A STEEL
 LV0428'GRATE, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A
 LV0428'CONCRETE POST FLUSH WITH THE GROUND.
 LV0428
 LV0428                          STATION RECOVERY (1988)
 LV0428
 LV0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0428'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  26.4 KM (16.40
 LV0428'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LV0428'FORTUNA.
 LV0428
 LV0428                          STATION RECOVERY (1992)
 LV0428
 LV0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0428'26.4 KM (16.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0428'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0428'1.0 KM (0.60 MI) EAST OF THE INTERSECTION OF GREENLAW CREEK, AT
 LV0428'MILEPOST 44.99, 7.3 M (24.0 FT) SOUTH OF THE CENTERLINE OF THE
 LV0428'NORTHBOUND LANES OF THE HIGHWAY, 6.7 M (22.0 FT) NORTH OF AND LEVEL
 LV0428'WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 4.9 M
 LV0428'(16.1 FT) WEST OF THE CENTER OF A STORM DRAIN, 0.3 M (1.0 FT) EAST OF
 LV0428'A WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1289 ***********************************************************************
 LU1289  DESIGNATION -  J 101
 LU1289  PID         -  LU1289
 LU1289  STATE/COUNTY-  CA/HUMBOLDT
 LU1289  USGS QUAD   -  MYERS FLAT (1969)
 LU1289
 LU1289                         *CURRENT SURVEY CONTROL
 LU1289  ___________________________________________________________________
 LU1289* NAD 83(1986)-  40 15 33.     (N)    123 50 26.     (W)     SCALED    
 LU1289* NAVD 88     -        63.716  (meters)     209.04   (feet)  ADJUSTED  
 LU1289  ___________________________________________________________________
 LU1289  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU1289  DYNAMIC HT  -          63.682 (meters)     208.93  (feet)  COMP
 LU1289  MODELED GRAV-     980,103.3   (mgal)                       NAVD 88
 LU1289
 LU1289  VERT ORDER  -  FIRST     CLASS II
 LU1289
 LU1289.The horizontal coordinates were scaled from a topographic map and have
 LU1289.an estimated accuracy of +/- 6 seconds.
 LU1289.
 LU1289.The orthometric height was determined by differential leveling and
 LU1289.adjusted in December 1992.
 LU1289
 LU1289.The geoid height was determined by GEOID09.
 LU1289
 LU1289.The dynamic height is computed by dividing the NAVD 88
 LU1289.geopotential number by the normal gravity value computed on the
 LU1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1289.degrees latitude (g = 980.6199 gals.).
 LU1289
 LU1289.The modeled gravity was interpolated from observed gravity values.
 LU1289
 LU1289;                    North         East    Units  Estimated Accuracy
 LU1289;SPC CA 1     -   604,450.    1,843,440.      MT  (+/- 180 meters Scaled)
 LU1289
 LU1289                          SUPERSEDED SURVEY CONTROL
 LU1289
 LU1289  NAVD 88 (06/15/91)   63.716  (m)          209.04   (f) UNKNOWN     1 2
 LU1289  NGVD 29 (12/02/92)   62.779  (m)          205.97   (f) ADJUSTED    1 2
 LU1289
 LU1289.Superseded values are not recommended for survey control.
 LU1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1289.See file dsdata.txt to determine how the superseded data were derived.
 LU1289
 LU1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK285568(NAD 83)
 LU1289
 LU1289_MARKER: DD = SURVEY DISK
 LU1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1289_SP_SET: CONCRETE POST
 LU1289_STAMPING: J 101 1931
 LU1289_MARK LOGO: CADH  
 LU1289_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1289+STABILITY: SURFACE MOTION
 LU1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1289+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1289
 LU1289  HISTORY     - Date     Condition        Report By
 LU1289  HISTORY     - 1931     MONUMENTED       CADH
 LU1289  HISTORY     - 1967     GOOD             CGS
 LU1289  HISTORY     - 19880328 GOOD             NGS
 LU1289  HISTORY     - 19920729 GOOD             NGS
 LU1289
 LU1289                          STATION DESCRIPTION
 LU1289
 LU1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1289'2.4 MI N FROM MIRANDA.
 LU1289'2.45 MILES NORTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1289'HIGH SCHOOL AT MIRANDA, AMONG REDWOOD TREES BETWEEN THE RIVER
 LU1289'AND THE AVENUE, 34 FEET SOUTH OF THE CENTER LINE OF THE AVENUE,
 LU1289'210 FEET EAST OF A LARGE DRINKING FOUNTAIN, 37 FEET SOUTHEAST OF
 LU1289'THE SOUTH END OF 24-INCH PIPE CULVERT 8.94, 11 FEET SOUTHEAST OF
 LU1289'THE SOUTHEAST EDGE OF A SPLIT REDWOOD TREE, 0.8 FOOT NORTH OF
 LU1289'A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP
 LU1289'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND.
 LU1289
 LU1289                          STATION RECOVERY (1988)
 LU1289
 LU1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1289'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  25.4 KM (15.80
 LU1289'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1289'GARBERVILLE, THENCE 14.5 KM (9.00 MI) NORTHERLY ALONG THE AVENUE OF
 LU1289'THE GANTS.  NOTE--THE MARK IS NOW 3-INCHES BELOW THE GROUND SURFACE.
 LU1289
 LU1289                          STATION RECOVERY (1992)
 LU1289
 LU1289'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1289'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1289'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1289'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1289'101, THENCE 14.6 KM (9.05 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1289'GIANTS, 64.0 M (210.0 FT) EAST OF A FOUNTAIN, 11.3 M (37.1 FT)
 LU1289'SOUTHEAST OF THE SOUTH END OF A CULVERT AT MILEPOST 8.94, 10.4 M
 LU1289'(34.1 FT) SOUTH OF THE CENTERLINE OF THE AVENUE, 3.4 M (11.2 FT)
 LU1289'SOUTHEAST OF THE SOUTHEAST FACE OF A SPLIT REDWOOD TREE, 0.3 M
 LU1289'(1.0 FT) NORTH OF A WITNESS POST, LEVEL WITH THE AVENUE, AND THE
 LU1289'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1298 ***********************************************************************
 LU1298  DESIGNATION -  J 1085
 LU1298  PID         -  LU1298
 LU1298  STATE/COUNTY-  CA/HUMBOLDT
 LU1298  USGS QUAD   -  WEOTT (1969)
 LU1298
 LU1298                         *CURRENT SURVEY CONTROL
 LU1298  ___________________________________________________________________
 LU1298* NAD 83(1986)-  40 16 24.     (N)    123 52 43.     (W)     SCALED    
 LU1298* NAVD 88     -        96.669  (meters)     317.15   (feet)  ADJUSTED  
 LU1298  ___________________________________________________________________
 LU1298  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 LU1298  DYNAMIC HT  -          96.618 (meters)     316.99  (feet)  COMP
 LU1298  MODELED GRAV-     980,098.8   (mgal)                       NAVD 88
 LU1298
 LU1298  VERT ORDER  -  FIRST     CLASS II
 LU1298
 LU1298.The horizontal coordinates were scaled from a topographic map and have
 LU1298.an estimated accuracy of +/- 6 seconds.
 LU1298.
 LU1298.The orthometric height was determined by differential leveling and
 LU1298.adjusted in December 1992.
 LU1298
 LU1298.The geoid height was determined by GEOID09.
 LU1298
 LU1298.The dynamic height is computed by dividing the NAVD 88
 LU1298.geopotential number by the normal gravity value computed on the
 LU1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1298.degrees latitude (g = 980.6199 gals.).
 LU1298
 LU1298.The modeled gravity was interpolated from observed gravity values.
 LU1298
 LU1298;                    North         East    Units  Estimated Accuracy
 LU1298;SPC CA 1     -   606,090.    1,840,240.      MT  (+/- 180 meters Scaled)
 LU1298
 LU1298                          SUPERSEDED SURVEY CONTROL
 LU1298
 LU1298  NAVD 88 (06/15/91)   96.667  (m)          317.15   (f) UNKNOWN     1 2
 LU1298  NGVD 29 (12/02/92)   95.727  (m)          314.06   (f) ADJUSTED    1 2
 LU1298
 LU1298.Superseded values are not recommended for survey control.
 LU1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1298.See file dsdata.txt to determine how the superseded data were derived.
 LU1298
 LU1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK253584(NAD 83)
 LU1298
 LU1298_MARKER: DB = BENCH MARK DISK
 LU1298_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1298_SP_SET: RETAINING WALL
 LU1298_STAMPING: J 1085 1967
 LU1298_MARK LOGO: CGS   
 LU1298_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1298+STABILITY: SURFACE MOTION
 LU1298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1298+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LU1298
 LU1298  HISTORY     - Date     Condition        Report By
 LU1298  HISTORY     - 1967     MONUMENTED       CGS
 LU1298  HISTORY     - 1981     GOOD             CADT
 LU1298  HISTORY     - 19880325 GOOD             NGS
 LU1298  HISTORY     - 19920730 GOOD             NGS
 LU1298
 LU1298                          STATION DESCRIPTION
 LU1298
 LU1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1298'0.7 MI NW FROM MYERS FLAT.
 LU1298'0.7 MILE NORTHWEST ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1298'OVERPASS AT MYERS FLAT, 0.7 MILE NORTHWEST OF BENCH MARK H 1085,
 LU1298'6.5 MILES NORTH OF MIRANDA, IN THE TOP OF THE SOUTHEAST END OF A
 LU1298'CONCRETE RETAINING WALL AT CATCH BASIN 28.61, 35 FEET NORTHEAST
 LU1298'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4 FEET HIGHER THAN
 LU1298'THE HIGHWAY.
 LU1298
 LU1298                          STATION RECOVERY (1981)
 LU1298
 LU1298'RECOVERY NOTE BY CALTRANS 1981
 LU1298'EXCEPT IT IS ALONG STATE HIGHWAY ROUTE 101, AT POST MILE 28.61, AND
 LU1298'NOT ALONG ROUTE 254, WHICH IS CALLED THE AVENUE OF THE GIANTS.
 LU1298
 LU1298                          STATION RECOVERY (1988)
 LU1298
 LU1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1298'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  26.5 KM (16.45
 LU1298'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1298'GARBERVILLE.
 LU1298
 LU1298                          STATION RECOVERY (1992)
 LU1298
 LU1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1298'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1298'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1298'REDWOOD DRIVE, THENCE 27.5 KM (17.10 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1298'101, NEAR THE SOUTHEAST END OF A CONCRETE RETAINING WALL FOR A CATCH
 LU1298'BASIN AT MILEPOST 28.61, 10.7 M (35.1 FT) NORTHEAST OF THE CENTERLINE
 LU1298'OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 1.1 M (3.6 FT) ABOVE THE
 LU1298'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2298 ***********************************************************************
 LU2298  DESIGNATION -  J 1463
 LU2298  PID         -  LU2298
 LU2298  STATE/COUNTY-  CA/HUMBOLDT
 LU2298  USGS QUAD   -  GARBERVILLE (1970)
 LU2298
 LU2298                         *CURRENT SURVEY CONTROL
 LU2298  ___________________________________________________________________
 LU2298* NAD 83(1986)-  40 05 06.     (N)    123 49 08.     (W)     SCALED    
 LU2298* NAVD 88     -       205.418  (meters)     673.94   (feet)  ADJUSTED  
 LU2298  ___________________________________________________________________
 LU2298  GEOID HEIGHT-         -30.51  (meters)                     GEOID09
 LU2298  DYNAMIC HT  -         205.305 (meters)     673.57  (feet)  COMP
 LU2298  MODELED GRAV-     980,074.7   (mgal)                       NAVD 88
 LU2298
 LU2298  VERT ORDER  -  FIRST     CLASS II
 LU2298
 LU2298.The horizontal coordinates were scaled from a topographic map and have
 LU2298.an estimated accuracy of +/- 6 seconds.
 LU2298.
 LU2298.The orthometric height was determined by differential leveling and
 LU2298.adjusted in December 1992.
 LU2298
 LU2298.The geoid height was determined by GEOID09.
 LU2298
 LU2298.The dynamic height is computed by dividing the NAVD 88
 LU2298.geopotential number by the normal gravity value computed on the
 LU2298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2298.degrees latitude (g = 980.6199 gals.).
 LU2298
 LU2298.The modeled gravity was interpolated from observed gravity values.
 LU2298
 LU2298;                    North         East    Units  Estimated Accuracy
 LU2298;SPC CA 1     -   585,080.    1,844,890.      MT  (+/- 180 meters Scaled)
 LU2298
 LU2298                          SUPERSEDED SURVEY CONTROL
 LU2298
 LU2298  NGVD 29 (12/02/92)  204.491  (m)          670.90   (f) ADJUSTED    1 2
 LU2298
 LU2298.Superseded values are not recommended for survey control.
 LU2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2298.See file dsdata.txt to determine how the superseded data were derived.
 LU2298
 LU2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK301375(NAD 83)
 LU2298
 LU2298_MARKER: I = METAL ROD
 LU2298_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU2298+WITH SETTING: INFORMATION.
 LU2298_SP_SET: METAL ROD DRIVEN INTO GROUND
 LU2298_STAMPING: J 1463 1992
 LU2298_MARK LOGO: NGS   
 LU2298_PROJECTION: FLUSH
 LU2298_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2298_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2298+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2298_ROD/PIPE-DEPTH: 1.0  meters
 LU2298
 LU2298  HISTORY     - Date     Condition        Report By
 LU2298  HISTORY     - 1992     MONUMENTED       NGS
 LU2298
 LU2298                          STATION DESCRIPTION
 LU2298
 LU2298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2298'3.3 KM (2.05 MI) SOUTHERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU2298'OFFICE IN GARBERVILLE, THENCE 1.3 KM (0.80 MI) NORTHWESTERLY ALONG
 LU2298'OLD BRICELAND ROAD, ON THE EXTENDED CENTER OF A DRIVEWAY LEADING
 LU2298'EAST, 21.3 M (69.9 FT) NORTH OF THE BOTTOM STEP OF A STAIRWAY LEADING
 LU2298'TO A HOUSE, 9.3 M (30.5 FT) WEST OF THE ROAD CENTER, 3.3 M (10.8 FT)
 LU2298'NORTHWEST OF THE ROAD CENTER, 3.3 M (10.8 FT) NORTHWEST OF THE WEST
 LU2298'END OF A 24-INCH PIPE CULVERT, 0.5 M (1.6 FT) EAST OF A WITNESS POST,
 LU2298'AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE
 LU2298'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 LU2298'REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1186 ***********************************************************************
 LV1186  DESIGNATION -  J 1464
 LV1186  PID         -  LV1186
 LV1186  STATE/COUNTY-  CA/HUMBOLDT
 LV1186  USGS QUAD   -  HONEYDEW (1970)
 LV1186
 LV1186                         *CURRENT SURVEY CONTROL
 LV1186  ___________________________________________________________________
 LV1186* NAD 83(1986)-  40 08 33.     (N)    124 00 07.     (W)     SCALED    
 LV1186* NAVD 88     -       273.779  (meters)     898.22   (feet)  ADJUSTED  
 LV1186  ___________________________________________________________________
 LV1186  GEOID HEIGHT-         -30.62  (meters)                     GEOID09
 LV1186  DYNAMIC HT  -         273.635 (meters)     897.75  (feet)  COMP
 LV1186  MODELED GRAV-     980,090.1   (mgal)                       NAVD 88
 LV1186
 LV1186  VERT ORDER  -  FIRST     CLASS II
 LV1186
 LV1186.The horizontal coordinates were scaled from a topographic map and have
 LV1186.an estimated accuracy of +/- 6 seconds.
 LV1186.
 LV1186.The orthometric height was determined by differential leveling and
 LV1186.adjusted in December 1992.
 LV1186
 LV1186.The geoid height was determined by GEOID09.
 LV1186
 LV1186.The dynamic height is computed by dividing the NAVD 88
 LV1186.geopotential number by the normal gravity value computed on the
 LV1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1186.degrees latitude (g = 980.6199 gals.).
 LV1186
 LV1186.The modeled gravity was interpolated from observed gravity values.
 LV1186
 LV1186;                    North         East    Units  Estimated Accuracy
 LV1186;SPC CA 1     -   591,800.    1,829,420.      MT  (+/- 180 meters Scaled)
 LV1186
 LV1186                          SUPERSEDED SURVEY CONTROL
 LV1186
 LV1186  NGVD 29 (12/02/92)  272.847  (m)          895.17   (f) ADJUSTED    1 2
 LV1186
 LV1186.Superseded values are not recommended for survey control.
 LV1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1186.See file dsdata.txt to determine how the superseded data were derived.
 LV1186
 LV1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK146440(NAD 83)
 LV1186
 LV1186_MARKER: I = METAL ROD
 LV1186_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1186_SP_SET: STAINLESS STEEL ROD
 LV1186_STAMPING: J 1464 1992
 LV1186_MARK LOGO: NGS   
 LV1186_PROJECTION: FLUSH
 LV1186_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1186+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1186_ROD/PIPE-DEPTH: 6.0  meters
 LV1186
 LV1186  HISTORY     - Date     Condition        Report By
 LV1186  HISTORY     - 1992     MONUMENTED       NGS
 LV1186
 LV1186                          STATION DESCRIPTION
 LV1186
 LV1186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1186'21.4 KM (13.30 MI) SOUTHERLY ALONG WILDER RIDGE ROAD FROM THE JUNCTION
 LV1186'OF MATTOLE ROAD IN HONEYDEW, 0.6 KM (0.35 MI) NORTHWEST OF THE
 LV1186'INTERSECTION OF ETTERSBURG ROAD, 35.0 M (114.8 FT) NORTH OF THE ROAD
 LV1186'CENTER, 11.5 M (37.7 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY, 6.3 M
 LV1186'(20.7 FT) WEST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 3.0 M
 LV1186'(9.8 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTH OF A
 LV1186'WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LV1186'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1236 ***********************************************************************
 LV1236  DESIGNATION -  J 1465
 LV1236  PID         -  LV1236
 LV1236  STATE/COUNTY-  CA/HUMBOLDT
 LV1236  USGS QUAD   -  BUCKEYE MTN (1970)
 LV1236
 LV1236                         *CURRENT SURVEY CONTROL
 LV1236  ___________________________________________________________________
 LV1236* NAD 83(1986)-  40 16 08.     (N)    124 13 40.     (W)     SCALED    
 LV1236* NAVD 88     -        60.323  (meters)     197.91   (feet)  ADJUSTED  
 LV1236  ___________________________________________________________________
 LV1236  GEOID HEIGHT-         -30.94  (meters)                     GEOID09
 LV1236  DYNAMIC HT  -          60.295 (meters)     197.82  (feet)  COMP
 LV1236  MODELED GRAV-     980,151.4   (mgal)                       NAVD 88
 LV1236
 LV1236  VERT ORDER  -  FIRST     CLASS II
 LV1236
 LV1236.The horizontal coordinates were scaled from a topographic map and have
 LV1236.an estimated accuracy of +/- 6 seconds.
 LV1236.
 LV1236.The orthometric height was determined by differential leveling and
 LV1236.adjusted in December 1992.
 LV1236
 LV1236.The geoid height was determined by GEOID09.
 LV1236
 LV1236.The dynamic height is computed by dividing the NAVD 88
 LV1236.geopotential number by the normal gravity value computed on the
 LV1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1236.degrees latitude (g = 980.6199 gals.).
 LV1236
 LV1236.The modeled gravity was interpolated from observed gravity values.
 LV1236
 LV1236;                    North         East    Units  Estimated Accuracy
 LV1236;SPC CA 1     -   606,290.    1,810,540.      MT  (+/- 180 meters Scaled)
 LV1236
 LV1236                          SUPERSEDED SURVEY CONTROL
 LV1236
 LV1236  NGVD 29 (12/02/92)   59.378  (m)          194.81   (f) ADJUSTED    1 2
 LV1236
 LV1236.Superseded values are not recommended for survey control.
 LV1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1236.See file dsdata.txt to determine how the superseded data were derived.
 LV1236
 LV1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK956583(NAD 83)
 LV1236
 LV1236_MARKER: DV = VERTICAL CONTROL DISK
 LV1236_SETTING: 66 = SET IN ROCK OUTCROP
 LV1236_SP_SET: BEDROCK
 LV1236_STAMPING: J 1465 1992
 LV1236_MARK LOGO: NGS   
 LV1236_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1236_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1236+STABILITY: POSITION/ELEVATION WELL
 LV1236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1236+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1236
 LV1236  HISTORY     - Date     Condition        Report By
 LV1236  HISTORY     - 1992     MONUMENTED       NGS
 LV1236
 LV1236                          STATION DESCRIPTION
 LV1236
 LV1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1236'12.9 KM (8.00 MI) WESTERLY ALONG MATTOLE ROAD FROM THE JUNCTION OF
 LV1236'WILDER RIDGE ROAD IN HONEYDEW, NEAR THE NORTH END OF A 60 BY 60-FOOT
 LV1236'EXPOSED AREA OF BEDROCK IN A ROAD CUT, 150.0 M (492.1 FT) SOUTH OF
 LV1236'THE WEST END OF A BRIDGE SPANNING THE MATTOLE RIVER, 12.5 M
 LV1236'(41.0 FT) NORTH OF THE SOUTH END OF THE BEDROCK, 6.0 M (19.7 FT) WEST
 LV1236'OF THE ROAD CENTERLINE, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE
 LV1236'ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1213 ***********************************************************************
 LV1213  DESIGNATION -  J 1466
 LV1213  PID         -  LV1213
 LV1213  STATE/COUNTY-  CA/HUMBOLDT
 LV1213  USGS QUAD   -  BULL CREEK (1969)
 LV1213
 LV1213                         *CURRENT SURVEY CONTROL
 LV1213  ___________________________________________________________________
 LV1213* NAD 83(1986)-  40 16 04.     (N)    124 04 36.     (W)     SCALED    
 LV1213* NAVD 88     -       746.556  (meters)    2449.33   (feet)  ADJUSTED  
 LV1213  ___________________________________________________________________
 LV1213  GEOID HEIGHT-         -30.67  (meters)                     GEOID09
 LV1213  DYNAMIC HT  -         746.106 (meters)    2447.85  (feet)  COMP
 LV1213  MODELED GRAV-     979,996.3   (mgal)                       NAVD 88
 LV1213
 LV1213  VERT ORDER  -  FIRST     CLASS II
 LV1213
 LV1213.The horizontal coordinates were scaled from a topographic map and have
 LV1213.an estimated accuracy of +/- 6 seconds.
 LV1213.
 LV1213.The orthometric height was determined by differential leveling and
 LV1213.adjusted in December 1992.
 LV1213
 LV1213.The geoid height was determined by GEOID09.
 LV1213
 LV1213.The dynamic height is computed by dividing the NAVD 88
 LV1213.geopotential number by the normal gravity value computed on the
 LV1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1213.degrees latitude (g = 980.6199 gals.).
 LV1213
 LV1213.The modeled gravity was interpolated from observed gravity values.
 LV1213
 LV1213;                    North         East    Units  Estimated Accuracy
 LV1213;SPC CA 1     -   605,850.    1,823,390.      MT  (+/- 180 meters Scaled)
 LV1213
 LV1213                          SUPERSEDED SURVEY CONTROL
 LV1213
 LV1213  NGVD 29 (12/02/92)  745.570  (m)         2446.09   (f) ADJUSTED    1 2
 LV1213
 LV1213.Superseded values are not recommended for survey control.
 LV1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1213.See file dsdata.txt to determine how the superseded data were derived.
 LV1213
 LV1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK084580(NAD 83)
 LV1213
 LV1213_MARKER: DB = BENCH MARK DISK
 LV1213_SETTING: 66 = SET IN ROCK OUTCROP
 LV1213_SP_SET: BEDROCK
 LV1213_STAMPING: J 1466 1992
 LV1213_MARK LOGO: NGS   
 LV1213_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1213_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1213+STABILITY: POSITION/ELEVATION WELL
 LV1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1213+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1213
 LV1213  HISTORY     - Date     Condition        Report By
 LV1213  HISTORY     - 1992     MONUMENTED       NGS
 LV1213
 LV1213                          STATION DESCRIPTION
 LV1213
 LV1213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1213'9.1 KM (5.65 MI) NORTHEASTERLY ALONG MATTOLE ROAD FROM THE JUNCTION OF
 LV1213'WILDER RIDGE ROAD IN HONEYDEW, SET VERTICALLY IN THE EAST FACE OF A 6
 LV1213'BY 20-FOOT EXPOSED AREA OF BEDROCK IN A ROAD CUT, ON THE INSIDE OF A
 LV1213'SHARP CURVE, 60.0 M (196.8 FT) NORTH OF THE NORTH CORNER OF A HOUSE,
 LV1213'4.5 M (14.8 FT) WEST OF THE ROAD CENTERLINE, AND 1.3 M (4.3 FT) ABOVE
 LV1213'THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1259 ***********************************************************************
 LV1259  DESIGNATION -  J 1467
 LV1259  PID         -  LV1259
 LV1259  STATE/COUNTY-  CA/HUMBOLDT
 LV1259  USGS QUAD   -  CAPETOWN (1969)
 LV1259
 LV1259                         *CURRENT SURVEY CONTROL
 LV1259  ___________________________________________________________________
 LV1259* NAD 83(1986)-  40 27 25.     (N)    124 22 29.     (W)     SCALED    
 LV1259* NAVD 88     -       192.258  (meters)     630.77   (feet)  ADJUSTED  
 LV1259  ___________________________________________________________________
 LV1259  GEOID HEIGHT-         -31.42  (meters)                     GEOID09
 LV1259  DYNAMIC HT  -         192.169 (meters)     630.47  (feet)  COMP
 LV1259  MODELED GRAV-     980,156.3   (mgal)                       NAVD 88
 LV1259
 LV1259  VERT ORDER  -  FIRST     CLASS II
 LV1259
 LV1259.The horizontal coordinates were scaled from a topographic map and have
 LV1259.an estimated accuracy of +/- 6 seconds.
 LV1259.
 LV1259.The orthometric height was determined by differential leveling and
 LV1259.adjusted in December 1992.
 LV1259
 LV1259.The geoid height was determined by GEOID09.
 LV1259
 LV1259.The dynamic height is computed by dividing the NAVD 88
 LV1259.geopotential number by the normal gravity value computed on the
 LV1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1259.degrees latitude (g = 980.6199 gals.).
 LV1259
 LV1259.The modeled gravity was interpolated from observed gravity values.
 LV1259
 LV1259;                    North         East    Units  Estimated Accuracy
 LV1259;SPC CA 1     -   627,490.    1,798,610.      MT  (+/- 180 meters Scaled)
 LV1259
 LV1259                          SUPERSEDED SURVEY CONTROL
 LV1259
 LV1259  NGVD 29 (12/02/92)  191.299  (m)          627.62   (f) ADJUSTED    1 2
 LV1259
 LV1259.Superseded values are not recommended for survey control.
 LV1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1259.See file dsdata.txt to determine how the superseded data were derived.
 LV1259
 LV1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK834793(NAD 83)
 LV1259
 LV1259_MARKER: I = METAL ROD
 LV1259_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1259_SP_SET: STAINLESS STEEL ROD
 LV1259_STAMPING: J 1467 1992
 LV1259_MARK LOGO: NGS   
 LV1259_PROJECTION: RECESSED 5 CENTIMETERS
 LV1259_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1259+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1996
 LV1259_ROD/PIPE-DEPTH: 8.3  meters
 LV1259
 LV1259  HISTORY     - Date     Condition        Report By
 LV1259  HISTORY     - 1992     MONUMENTED       NGS
 LV1259  HISTORY     - 19960227 GOOD             NGS
 LV1259
 LV1259                          STATION DESCRIPTION
 LV1259
 LV1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1259'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1259'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1259'AVENUE, THENCE 24.5 KM (15.20 MI) SOUTHERLY ALONG MATTOLE ROAD, 5.2 M
 LV1259'(17.1 FT) NORTHWEST OF THE ROAD CENTERLINE, 0.4 M (1.3 FT) SOUTHEAST
 LV1259'OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF
 LV1259'THE ROAD. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LV1259'CAP.
 LV1259
 LV1259                          STATION RECOVERY (1996)
 LV1259
 LV1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 LV1259'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1284 ***********************************************************************
 LV1284  DESIGNATION -  J 1468
 LV1284  PID         -  LV1284
 LV1284  STATE/COUNTY-  CA/HUMBOLDT
 LV1284  USGS QUAD   -  FERNDALE (1972)
 LV1284
 LV1284                         *CURRENT SURVEY CONTROL
 LV1284  ___________________________________________________________________
 LV1284* NAD 83(1986)-  40 31 08.     (N)    124 15 58.     (W)     SCALED    
 LV1284* NAVD 88     -       480.207  (meters)    1575.48   (feet)  ADJUSTED  
 LV1284  ___________________________________________________________________
 LV1284  GEOID HEIGHT-         -31.17  (meters)                     GEOID09
 LV1284  DYNAMIC HT  -         479.953 (meters)    1574.65  (feet)  COMP
 LV1284  MODELED GRAV-     980,081.1   (mgal)                       NAVD 88
 LV1284
 LV1284  VERT ORDER  -  FIRST     CLASS II
 LV1284
 LV1284.The horizontal coordinates were scaled from a topographic map and have
 LV1284.an estimated accuracy of +/- 6 seconds.
 LV1284.
 LV1284.The orthometric height was determined by differential leveling and
 LV1284.adjusted in December 1992.
 LV1284
 LV1284.The geoid height was determined by GEOID09.
 LV1284
 LV1284.The dynamic height is computed by dividing the NAVD 88
 LV1284.geopotential number by the normal gravity value computed on the
 LV1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1284.degrees latitude (g = 980.6199 gals.).
 LV1284
 LV1284.The modeled gravity was interpolated from observed gravity values.
 LV1284
 LV1284;                    North         East    Units  Estimated Accuracy
 LV1284;SPC CA 1     -   634,120.    1,808,000.      MT  (+/- 180 meters Scaled)
 LV1284
 LV1284                          SUPERSEDED SURVEY CONTROL
 LV1284
 LV1284  NGVD 29 (12/02/92)  479.218  (m)         1572.23   (f) ADJUSTED    1 2
 LV1284
 LV1284.Superseded values are not recommended for survey control.
 LV1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1284.See file dsdata.txt to determine how the superseded data were derived.
 LV1284
 LV1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK927861(NAD 83)
 LV1284
 LV1284_MARKER: I = METAL ROD
 LV1284_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1284_SP_SET: STAINLESS STEEL ROD
 LV1284_STAMPING: J 1468 1992
 LV1284_MARK LOGO: NGS   
 LV1284_PROJECTION: FLUSH
 LV1284_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1284+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1284_ROD/PIPE-DEPTH: 3.1  meters
 LV1284
 LV1284  HISTORY     - Date     Condition        Report By
 LV1284  HISTORY     - 1992     MONUMENTED       NGS
 LV1284
 LV1284                          STATION DESCRIPTION
 LV1284
 LV1284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1284'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1284'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1284'AVENUE, THENCE 7.9 KM (4.90 MI) SOUTHERLY ALONG MATTOLE ROAD, ON THE
 LV1284'OUTSIDE OF A CURVE, 8.6 M (28.2 FT) SOUTHEAST OF AND LEVEL WITH THE
 LV1284'ROAD CENTERLINE, AND 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE.
 LV1284'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1472 ***********************************************************************
 LU1472  DESIGNATION -  J 227
 LU1472  PID         -  LU1472
 LU1472  STATE/COUNTY-  CA/HUMBOLDT
 LU1472  USGS QUAD   -  BRICELAND (1969)
 LU1472
 LU1472                         *CURRENT SURVEY CONTROL
 LU1472  ___________________________________________________________________
 LU1472* NAD 83(1986)-  40 06 00.     (N)    123 55 31.     (W)     SCALED    
 LU1472* NAVD 88     -       229.879  (meters)     754.19   (feet)  ADJUSTED  
 LU1472  ___________________________________________________________________
 LU1472  GEOID HEIGHT-         -30.60  (meters)                     GEOID09
 LU1472  DYNAMIC HT  -         229.755 (meters)     753.79  (feet)  COMP
 LU1472  MODELED GRAV-     980,084.2   (mgal)                       NAVD 88
 LU1472
 LU1472  VERT ORDER  -  FIRST     CLASS II
 LU1472
 LU1472.The horizontal coordinates were scaled from a topographic map and have
 LU1472.an estimated accuracy of +/- 6 seconds.
 LU1472.
 LU1472.The orthometric height was determined by differential leveling and
 LU1472.adjusted in December 1992.
 LU1472
 LU1472.The geoid height was determined by GEOID09.
 LU1472
 LU1472.The dynamic height is computed by dividing the NAVD 88
 LU1472.geopotential number by the normal gravity value computed on the
 LU1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1472.degrees latitude (g = 980.6199 gals.).
 LU1472
 LU1472.The modeled gravity was interpolated from observed gravity values.
 LU1472
 LU1472;                    North         East    Units  Estimated Accuracy
 LU1472;SPC CA 1     -   586,930.    1,835,850.      MT  (+/- 180 meters Scaled)
 LU1472
 LU1472                          SUPERSEDED SURVEY CONTROL
 LU1472
 LU1472  NGVD 29 (12/02/92)  228.947  (m)          751.14   (f) ADJUSTED    1 2
 LU1472
 LU1472.Superseded values are not recommended for survey control.
 LU1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1472.See file dsdata.txt to determine how the superseded data were derived.
 LU1472
 LU1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK211392(NAD 83)
 LU1472
 LU1472_MARKER: DB = BENCH MARK DISK
 LU1472_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LU1472_SP_SET: PREFAB CONC. POST IN EARTH
 LU1472_STAMPING: J 227 1935
 LU1472_MARK LOGO: CGS   
 LU1472_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1472+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 LU1472
 LU1472  HISTORY     - Date     Condition        Report By
 LU1472  HISTORY     - 1935     MONUMENTED       CGS
 LU1472  HISTORY     - 1969     GOOD             USGS
 LU1472  HISTORY     - 19920819 GOOD             NGS
 LU1472
 LU1472                          STATION DESCRIPTION
 LU1472
 LU1472'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 LU1472'8.4 MI SE FROM ETTERSBURG.
 LU1472'6.6 MILES SOUTH ALONG THE ROCKPORT ROAD FROM ETTERSBURG, HUMBOLDT
 LU1472'COUNTY, THENCE 1.8 MILES EAST ALONG THE BRICELAND ROAD, 2.2 MILES
 LU1472'WEST OF BRICELAND, BETWEEN THE OLD AND NEW ROADS, 46 FEET EAST OF
 LU1472'THE OLD ROAD, ABOUT 10 FEET WEST OF THE FOOT OF THE FILL FOR THE
 LU1472'NEW ROAD, ABOUT 20 FEET BELOW CENTERLINE OF NEW ROAD, 71 FEET
 LU1472'NORTH OF THE NORTHERLY ONE OF THREE MYRTLE TREES.  A STANDARD
 LU1472'DISK, STAMPED J 227 1935 AND SET IN THE TOP OF A CONCRETE POST
 LU1472'PROJECTING ABOUT 0.4 FOOT.
 LU1472
 LU1472                          STATION RECOVERY (1992)
 LU1472
 LU1472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1472'0.1 KM (0.05 MI) NORTHERLY ALONG REDWOOD DRIVE FROM THE POST OFFICE IN
 LU1472'REDWAY, THENCE 12.9 KM (8.00 MI) WESTERLY ALONG BRICELAND ROAD, 22.2
 LU1472'M (72.8 FT) WEST OF THE ROAD CENTERLINE, 14.0 M (45.9 FT) EAST OF THE
 LU1472'CENTER OF A TRACK ROAD, 6.0 M (19.7 FT) BELOW THE LEVEL OF THE ROAD,
 LU1472'3.4 M (11.2 FT) WEST OF THE ROAD BALLAST, 0.4 M (1.3 FT) EAST OF A
 LU1472'WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 LU1472'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0363 ***********************************************************************
 LV0363  DESIGNATION -  J 229
 LV0363  PID         -  LV0363
 LV0363  STATE/COUNTY-  CA/HUMBOLDT
 LV0363  USGS QUAD   -  CAPETOWN (1969)
 LV0363
 LV0363                         *CURRENT SURVEY CONTROL
 LV0363  ___________________________________________________________________
 LV0363* NAD 83(1986)-  40 28 53.     (N)    124 21 05.     (W)     SCALED    
 LV0363* NAVD 88     -       342.003  (meters)    1122.05   (feet)  ADJUSTED  
 LV0363  ___________________________________________________________________
 LV0363  GEOID HEIGHT-         -31.33  (meters)                     GEOID09
 LV0363  DYNAMIC HT  -         341.833 (meters)    1121.50  (feet)  COMP
 LV0363  MODELED GRAV-     980,118.3   (mgal)                       NAVD 88
 LV0363
 LV0363  VERT ORDER  -  FIRST     CLASS II
 LV0363
 LV0363.The horizontal coordinates were scaled from a topographic map and have
 LV0363.an estimated accuracy of +/- 6 seconds.
 LV0363.
 LV0363.The orthometric height was determined by differential leveling and
 LV0363.adjusted in December 1992.
 LV0363
 LV0363.The geoid height was determined by GEOID09.
 LV0363
 LV0363.The dynamic height is computed by dividing the NAVD 88
 LV0363.geopotential number by the normal gravity value computed on the
 LV0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0363.degrees latitude (g = 980.6199 gals.).
 LV0363
 LV0363.The modeled gravity was interpolated from observed gravity values.
 LV0363
 LV0363;                    North         East    Units  Estimated Accuracy
 LV0363;SPC CA 1     -   630,150.    1,800,660.      MT  (+/- 180 meters Scaled)
 LV0363
 LV0363                          SUPERSEDED SURVEY CONTROL
 LV0363
 LV0363  NGVD 29 (12/02/92)  341.033  (m)         1118.87   (f) ADJUSTED    1 2
 LV0363
 LV0363.Superseded values are not recommended for survey control.
 LV0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0363.See file dsdata.txt to determine how the superseded data were derived.
 LV0363
 LV0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK854820(NAD 83)
 LV0363
 LV0363_MARKER: DB = BENCH MARK DISK
 LV0363_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0363_SP_SET: PREFAB CONC. POST IN EARTH
 LV0363_STAMPING: J 229 1935
 LV0363_MARK LOGO: CGS   
 LV0363_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0363+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1992
 LV0363
 LV0363  HISTORY     - Date     Condition        Report By
 LV0363  HISTORY     - 1935     MONUMENTED       CGS
 LV0363  HISTORY     - 19921014 GOOD             NGS
 LV0363
 LV0363                          STATION DESCRIPTION
 LV0363
 LV0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LV0363'2.4 MI N FROM CAPETOWN.
 LV0363'2.4 MILES NORTH ALONG THE FERNDALE-PETROLIA ROAD FROM CAPETOWN,
 LV0363'HUMBOLDT COUNTY, AT A CURVE IN THE ROAD, 60 FEET EAST OF THE
 LV0363'CENTER OF THE HEAD OF A DRAW, 21 FEET NORTH OF THE CENTERLINE
 LV0363'OF THE ROAD, AND 1.5 FEET SOUTH OF THE FENCE.  A STANDARD DISK,
 LV0363'STAMPED J 229 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LV0363
 LV0363                          STATION RECOVERY (1992)
 LV0363
 LV0363'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0363'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV0363'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV0363'AVENUE, THENCE 18.8 KM (11.70 MI) SOUTHERLY ALONG MATTOLE ROAD, 7.1 M
 LV0363'(23.3 FT) NORTH OF THE ROAD CENTERLINE, 1.0 M (3.3 FT) ABOVE THE
 LV0363'LEVEL OF THE ROAD, 0.6 M (2.0 FT) SOUTH OF A FENCE, 0.3 M (1.0 FT)
 LV0363'SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT)
 LV0363'ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1477 ***********************************************************************
 LU1477  DESIGNATION -  J 230
 LU1477  PID         -  LU1477
 LU1477  STATE/COUNTY-  CA/HUMBOLDT
 LU1477  USGS QUAD   -  ETTERSBURG (1969)
 LU1477
 LU1477                         *CURRENT SURVEY CONTROL
 LU1477  ___________________________________________________________________
 LU1477* NAD 83(1986)-  40 08 23.     (N)    123 59 27.     (W)     SCALED    
 LU1477* NAVD 88     -       191.712  (meters)     628.98   (feet)  ADJUSTED  
 LU1477  ___________________________________________________________________
 LU1477  GEOID HEIGHT-         -30.62  (meters)                     GEOID09
 LU1477  DYNAMIC HT  -         191.612 (meters)     628.65  (feet)  COMP
 LU1477  MODELED GRAV-     980,100.9   (mgal)                       NAVD 88
 LU1477
 LU1477  VERT ORDER  -  FIRST     CLASS II
 LU1477
 LU1477.The horizontal coordinates were scaled from a topographic map and have
 LU1477.an estimated accuracy of +/- 6 seconds.
 LU1477.
 LU1477.The orthometric height was determined by differential leveling and
 LU1477.adjusted in December 1992.
 LU1477
 LU1477.The geoid height was determined by GEOID09.
 LU1477
 LU1477.The dynamic height is computed by dividing the NAVD 88
 LU1477.geopotential number by the normal gravity value computed on the
 LU1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1477.degrees latitude (g = 980.6199 gals.).
 LU1477
 LU1477.The modeled gravity was interpolated from observed gravity values.
 LU1477
 LU1477;                    North         East    Units  Estimated Accuracy
 LU1477;SPC CA 1     -   591,470.    1,830,360.      MT  (+/- 180 meters Scaled)
 LU1477
 LU1477                          SUPERSEDED SURVEY CONTROL
 LU1477
 LU1477  NGVD 29 (12/02/92)  190.781  (m)          625.92   (f) ADJUSTED    1 2
 LU1477
 LU1477.Superseded values are not recommended for survey control.
 LU1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1477.See file dsdata.txt to determine how the superseded data were derived.
 LU1477
 LU1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK155437(NAD 83)
 LU1477
 LU1477_MARKER: DB = BENCH MARK DISK
 LU1477_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1477_SP_SET: RETAINING WALL
 LU1477_STAMPING: J 230 1935
 LU1477_MARK LOGO: CGS   
 LU1477_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1477+STABILITY: SURFACE MOTION
 LU1477_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1477+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 LU1477
 LU1477  HISTORY     - Date     Condition        Report By
 LU1477  HISTORY     - 1935     MONUMENTED       CGS
 LU1477  HISTORY     - 19920819 GOOD             NGS
 LU1477
 LU1477                          STATION DESCRIPTION
 LU1477
 LU1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LU1477'0.4 MI S FROM ETTERSBURG.
 LU1477'0.4 MILE SOUTH ALONG THE ROCKPORT ROAD FROM ETTERSBURG, HUMBOLDT
 LU1477'COUNTY, AT A CONCRETE BRIDGE OVER MATTOLE RIVER, AND IN THE
 LU1477'TOP OF THE WEST END OF THE NORTH HUB GUARD.  A STANDARD DISK,
 LU1477'STAMPED J 230 1935.
 LU1477
 LU1477                          STATION RECOVERY (1992)
 LU1477
 LU1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1477'0.1 KM (0.05 MI) NORTHERLY ALONG REDWOOD DRIVE FROM THE POST OFFICE IN
 LU1477'REDWAY, THENCE 16.3 KM (10.10 MI) WESTERLY ALONG BRICELAND ROAD,
 LU1477'THENCE 9.2 KM (5.70 MI) NORTHWESTERLY ALONG WILDER RIDGE ROAD, IN TOP
 LU1477'OF AND 3.0 M (9.8 FT) WEST OF THE EAST END OF THE NORTH CONCRETE
 LU1477'RETAINING WALL OF A BRIDGE SPANNING MATTOLE RIVER, 2.8 M (9.2 FT)
 LU1477'NORTH OF THE ROAD CENTER, 0.2 M (0.7 FT) WEST OF THE WEST END OF A
 LU1477'BRIDGE RAIL, AND 0.1 M (0.3 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1255 ***********************************************************************
 LV1255  DESIGNATION -  JAG
 LV1255  PID         -  LV1255
 LV1255  STATE/COUNTY-  CA/HUMBOLDT
 LV1255  USGS QUAD   -  CAPE MENDOCINO (1969)
 LV1255
 LV1255                         *CURRENT SURVEY CONTROL
 LV1255  ___________________________________________________________________
 LV1255* NAD 83(1986)-  40 24 58.     (N)    124 23 48.     (W)     SCALED    
 LV1255* NAVD 88     -        15.826  (meters)      51.92   (feet)  ADJUSTED  
 LV1255  ___________________________________________________________________
 LV1255  GEOID HEIGHT-         -31.57  (meters)                     GEOID09
 LV1255  DYNAMIC HT  -          15.819 (meters)      51.90  (feet)  COMP
 LV1255  MODELED GRAV-     980,186.1   (mgal)                       NAVD 88
 LV1255
 LV1255  VERT ORDER  -  FIRST     CLASS II
 LV1255
 LV1255.The horizontal coordinates were scaled from a topographic map and have
 LV1255.an estimated accuracy of +/- 6 seconds.
 LV1255.
 LV1255.The orthometric height was determined by differential leveling and
 LV1255.adjusted in December 1992.
 LV1255
 LV1255.The geoid height was determined by GEOID09.
 LV1255
 LV1255.The dynamic height is computed by dividing the NAVD 88
 LV1255.geopotential number by the normal gravity value computed on the
 LV1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1255.degrees latitude (g = 980.6199 gals.).
 LV1255
 LV1255.The modeled gravity was interpolated from observed gravity values.
 LV1255
 LV1255;                    North         East    Units  Estimated Accuracy
 LV1255;SPC CA 1     -   623,010.    1,796,630.      MT  (+/- 180 meters Scaled)
 LV1255
 LV1255                          SUPERSEDED SURVEY CONTROL
 LV1255
 LV1255  NGVD 29 (12/02/92)   14.872  (m)           48.79   (f) ADJUSTED    1 2
 LV1255
 LV1255.Superseded values are not recommended for survey control.
 LV1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1255.See file dsdata.txt to determine how the superseded data were derived.
 LV1255
 LV1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK815748(NAD 83)
 LV1255
 LV1255_MARKER: DW = NOS HYDROGRAPHIC SURVEY DISK
 LV1255_SETTING: 66 = SET IN ROCK OUTCROP
 LV1255_SP_SET: BEDROCK
 LV1255_STAMPING: JAG 1936
 LV1255_MARK LOGO: CGS   
 LV1255_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1255_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1255+STABILITY: POSITION/ELEVATION WELL
 LV1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1255+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1992
 LV1255
 LV1255  HISTORY     - Date     Condition        Report By
 LV1255  HISTORY     - 1936     MONUMENTED       CGS
 LV1255  HISTORY     - 19921007 GOOD             NGS
 LV1255
 LV1255                          STATION DESCRIPTION
 LV1255
 LV1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1255'18.5 KM (11.50 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV1255'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, NEAR THE CENTER OF THE
 LV1255'HIGHEST POINT OF A 20 BY 35-FOOT AREA OF OUTCROPPING BEDROCK, 0.2 KM
 LV1255'(0.10 MI) SOUTH OF A BRIDGE SPANNING A CREEK, 9.0 M (29.5 FT) EAST OF
 LV1255'THE ROAD CENTERLINE, 7.0 M (23.0 FT) ABOVE THE LEVEL OF THE ROAD, AND
 LV1255'5.0 M (16.4 FT) NORTH OF BENCH MARK 1467.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1253 ***********************************************************************
 LV1253  DESIGNATION -  JAG RM 1
 LV1253  PID         -  LV1253
 LV1253  STATE/COUNTY-  CA/HUMBOLDT
 LV1253  USGS QUAD   -  CAPE MENDOCINO (1969)
 LV1253
 LV1253                         *CURRENT SURVEY CONTROL
 LV1253  ___________________________________________________________________
 LV1253* NAD 83(1986)-  40 24 56.     (N)    124 23 48.     (W)     SCALED    
 LV1253* NAVD 88     -        10.676  (meters)      35.03   (feet)  ADJUSTED  
 LV1253  ___________________________________________________________________
 LV1253  GEOID HEIGHT-         -31.57  (meters)                     GEOID09
 LV1253  DYNAMIC HT  -          10.671 (meters)      35.01  (feet)  COMP
 LV1253  MODELED GRAV-     980,186.7   (mgal)                       NAVD 88
 LV1253
 LV1253  VERT ORDER  -  FIRST     CLASS II
 LV1253
 LV1253.The horizontal coordinates were scaled from a topographic map and have
 LV1253.an estimated accuracy of +/- 6 seconds.
 LV1253.
 LV1253.The orthometric height was determined by differential leveling and
 LV1253.adjusted in December 1992.
 LV1253
 LV1253.The geoid height was determined by GEOID09.
 LV1253
 LV1253.The dynamic height is computed by dividing the NAVD 88
 LV1253.geopotential number by the normal gravity value computed on the
 LV1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1253.degrees latitude (g = 980.6199 gals.).
 LV1253
 LV1253.The modeled gravity was interpolated from observed gravity values.
 LV1253
 LV1253;                    North         East    Units  Estimated Accuracy
 LV1253;SPC CA 1     -   622,950.    1,796,630.      MT  (+/- 180 meters Scaled)
 LV1253
 LV1253                          SUPERSEDED SURVEY CONTROL
 LV1253
 LV1253  NGVD 29 (12/02/92)    9.722  (m)           31.90   (f) ADJUSTED    1 2
 LV1253
 LV1253.Superseded values are not recommended for survey control.
 LV1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1253.See file dsdata.txt to determine how the superseded data were derived.
 LV1253
 LV1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK815748(NAD 83)
 LV1253
 LV1253_MARKER: DR = REFERENCE MARK DISK
 LV1253_SETTING: 66 = SET IN ROCK OUTCROP
 LV1253_SP_SET: BEDROCK
 LV1253_STAMPING: RM NO 1 1936
 LV1253_MARK LOGO: CGS   
 LV1253_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1253_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1253+STABILITY: POSITION/ELEVATION WELL
 LV1253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1253+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1992
 LV1253
 LV1253  HISTORY     - Date     Condition        Report By
 LV1253  HISTORY     - 1936     MONUMENTED       CGS
 LV1253  HISTORY     - 19921007 GOOD             NGS
 LV1253
 LV1253                          STATION DESCRIPTION
 LV1253
 LV1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1253'18.5 KM (11.50 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV1253'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, NEAR THE SOUTH END OF A 10
 LV1253'BY 15-FOOT AREA OF OUTCROPPING BEDROCK, 0.2 KM (0.10 MI) SOUTH OF A
 LV1253'BRIDGE SPANNING A CREEK, 11.7 M (38.4 FT) SOUTH OF BENCH MARK E 1467,
 LV1253'9.3 M (30.5 FT) EAST OF THE ROAD CENTERLINE, 2.1 M (6.9 FT) EAST OF A
 LV1253'FENCE, AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0238 ***********************************************************************
 LV0238  DESIGNATION -  K 100
 LV0238  PID         -  LV0238
 LV0238  STATE/COUNTY-  CA/HUMBOLDT
 LV0238  USGS QUAD   -  FORTUNA (1972)
 LV0238
 LV0238                         *CURRENT SURVEY CONTROL
 LV0238  ___________________________________________________________________
 LV0238* NAD 83(1986)-  40 35 50.     (N)    124 09 31.     (W)     SCALED    
 LV0238* NAVD 88     -        19.677  (meters)      64.56   (feet)  ADJUSTED  
 LV0238  ___________________________________________________________________
 LV0238  GEOID HEIGHT-         -30.97  (meters)                     GEOID09
 LV0238  DYNAMIC HT  -          19.668 (meters)      64.53  (feet)  COMP
 LV0238  MODELED GRAV-     980,159.8   (mgal)                       NAVD 88
 LV0238
 LV0238  VERT ORDER  -  FIRST     CLASS II
 LV0238
 LV0238.The horizontal coordinates were scaled from a topographic map and have
 LV0238.an estimated accuracy of +/- 6 seconds.
 LV0238.
 LV0238.The orthometric height was determined by differential leveling and
 LV0238.adjusted in December 1992.
 LV0238
 LV0238.The geoid height was determined by GEOID09.
 LV0238
 LV0238.The dynamic height is computed by dividing the NAVD 88
 LV0238.geopotential number by the normal gravity value computed on the
 LV0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0238.degrees latitude (g = 980.6199 gals.).
 LV0238
 LV0238.The modeled gravity was interpolated from observed gravity values.
 LV0238
 LV0238;                    North         East    Units  Estimated Accuracy
 LV0238;SPC CA 1     -   642,590.    1,817,320.      MT  (+/- 180 meters Scaled)
 LV0238
 LV0238                          SUPERSEDED SURVEY CONTROL
 LV0238
 LV0238  NAVD 88 (06/15/91)   19.687  (m)           64.59   (f) UNKNOWN     1 2
 LV0238  NGVD 29 (12/02/92)   18.693  (m)           61.33   (f) ADJUSTED    1 2
 LV0238
 LV0238.Superseded values are not recommended for survey control.
 LV0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0238.See file dsdata.txt to determine how the superseded data were derived.
 LV0238
 LV0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK019946(NAD 83)
 LV0238
 LV0238_MARKER: DB = BENCH MARK DISK
 LV0238_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LV0238+WITH SETTING: PAVEMENT
 LV0238_SP_SET: RAILING
 LV0238_STAMPING: K 100 1931 60.984
 LV0238_MARK LOGO: CGS   
 LV0238_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0238+STABILITY: SURFACE MOTION
 LV0238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0238+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0238
 LV0238  HISTORY     - Date     Condition        Report By
 LV0238  HISTORY     - 1931     MONUMENTED       CGS
 LV0238  HISTORY     - 1967     GOOD             CGS
 LV0238  HISTORY     - 19880224 GOOD             NGS
 LV0238  HISTORY     - 19920728 GOOD             NGS
 LV0238
 LV0238                          STATION DESCRIPTION
 LV0238
 LV0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0238'AT FORTUNA.
 LV0238'AT FORTUNA, ALONG L STREET ABOUT MIDWAY BETWEEN 8TH AND 9TH
 LV0238'STREETS, IN THE TOP OF THE EAST CONCRETE RAILING FOR STEPS TO THE
 LV0238'NORTH ENTRANCE TO FORTUNA ELEMENTARY SCHOOL, 68 FEET SOUTH OF
 LV0238'THE CENTER LINE OF L STREET, 9.0 FEET NORTH OF THE CENTER OF THE
 LV0238'ENTRANCE, AND ABOUT LEVEL WITH THE TOP STEP.  ABOUT 0.65 MILE
 LV0238'NORTHWEST OF BENCH MARK Y 1086.
 LV0238
 LV0238                          STATION RECOVERY (1988)
 LV0238
 LV0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0238'RECOVERED IN GOOD CONDITION.
 LV0238
 LV0238                          STATION RECOVERY (1992)
 LV0238
 LV0238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0238'IN FORTUNA, AT THE INTERSECTION OF L, 8TH AND 9TH STREETS, IN THE EAST
 LV0238'CONCRETE RAILING OF THE STEPS LEADING TO THE NORTH ENTRANCE TO AN
 LV0238'ELEMENTARY SCHOOL, 20.7 M (67.9 FT) SOUTH OF THE CENTERLINE OF L
 LV0238'STREET, 2.7 M (8.9 FT) NORTH OF THE CENTER OF THE ENTRANCE, MIDWAY
 LV0238'BETWEEN 8TH AND 9TH STREETS, AND LEVEL WITH THE TOP STEP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1299 ***********************************************************************
 LU1299  DESIGNATION -  K 1085
 LU1299  PID         -  LU1299
 LU1299  STATE/COUNTY-  CA/HUMBOLDT
 LU1299  USGS QUAD   -  WEOTT (1969)
 LU1299
 LU1299                         *CURRENT SURVEY CONTROL
 LU1299  ___________________________________________________________________
 LU1299* NAD 83(1986)-  40 16 51.     (N)    123 53 12.     (W)     SCALED    
 LU1299* NAVD 88     -       103.904  (meters)     340.89   (feet)  ADJUSTED  
 LU1299  ___________________________________________________________________
 LU1299  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 LU1299  DYNAMIC HT  -         103.849 (meters)     340.71  (feet)  COMP
 LU1299  MODELED GRAV-     980,104.5   (mgal)                       NAVD 88
 LU1299
 LU1299  VERT ORDER  -  FIRST     CLASS II
 LU1299
 LU1299.The horizontal coordinates were scaled from a topographic map and have
 LU1299.an estimated accuracy of +/- 6 seconds.
 LU1299.
 LU1299.The orthometric height was determined by differential leveling and
 LU1299.adjusted in December 1992.
 LU1299
 LU1299.The geoid height was determined by GEOID09.
 LU1299
 LU1299.The dynamic height is computed by dividing the NAVD 88
 LU1299.geopotential number by the normal gravity value computed on the
 LU1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1299.degrees latitude (g = 980.6199 gals.).
 LU1299
 LU1299.The modeled gravity was interpolated from observed gravity values.
 LU1299
 LU1299;                    North         East    Units  Estimated Accuracy
 LU1299;SPC CA 1     -   606,940.    1,839,570.      MT  (+/- 180 meters Scaled)
 LU1299
 LU1299                          SUPERSEDED SURVEY CONTROL
 LU1299
 LU1299  NAVD 88 (06/15/91)  103.900  (m)          340.88   (f) UNKNOWN     1 2
 LU1299  NGVD 29 (12/02/92)  102.960  (m)          337.79   (f) ADJUSTED    1 2
 LU1299
 LU1299.Superseded values are not recommended for survey control.
 LU1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1299.See file dsdata.txt to determine how the superseded data were derived.
 LU1299
 LU1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK246593(NAD 83)
 LU1299
 LU1299_MARKER: DB = BENCH MARK DISK
 LU1299_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1299_SP_SET: HEADWALL
 LU1299_STAMPING: K 1085 1967
 LU1299_MARK LOGO: CGS   
 LU1299_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1299+STABILITY: SURFACE MOTION
 LU1299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1299+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LU1299
 LU1299  HISTORY     - Date     Condition        Report By
 LU1299  HISTORY     - 1967     MONUMENTED       CGS
 LU1299  HISTORY     - 19880325 GOOD             NGS
 LU1299  HISTORY     - 19920730 GOOD             NGS
 LU1299
 LU1299                          STATION DESCRIPTION
 LU1299
 LU1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1299'1.4 MI NW FROM MYERS FLAT.
 LU1299'1.4 MILES NORTHWEST ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1299'OVERPASS AT MYERS FLAT, IN THE TOP OF THE CENTER OF THE EAST
 LU1299'CONCRETE HEAD WALL OF 36-INCH PIPE CULVERT 29.30, 32 FEET EAST
 LU1299'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 FEET LOWER THAN
 LU1299'THE HIGHWAY.
 LU1299
 LU1299                          STATION RECOVERY (1988)
 LU1299
 LU1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1299'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  27.5 KM (17.10
 LU1299'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1299'GARBERVILLE.
 LU1299
 LU1299                          STATION RECOVERY (1992)
 LU1299
 LU1299'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1299'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1299'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1299'REDWOOD DRIVE, THENCE 28.9 KM (17.95 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1299'101, NEAR THE CENTER OF THE EAST CONCRETE HEADWALL OF A CULVERT AT
 LU1299'MILEPOST 29.30, 9.5 M (31.2 FT) EAST OF THE CENTERLINE OF THE
 LU1299'NORTHBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 LU1299'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2299 ***********************************************************************
 LU2299  DESIGNATION -  K 1463
 LU2299  PID         -  LU2299
 LU2299  STATE/COUNTY-  CA/HUMBOLDT
 LU2299  USGS QUAD   -  GARBERVILLE (1970)
 LU2299
 LU2299                         *CURRENT SURVEY CONTROL
 LU2299  ___________________________________________________________________
 LU2299* NAD 83(1986)-  40 04 57.     (N)    123 49 33.     (W)     SCALED    
 LU2299* NAVD 88     -       328.863  (meters)    1078.94   (feet)  ADJUSTED  
 LU2299  ___________________________________________________________________
 LU2299  GEOID HEIGHT-         -30.52  (meters)                     GEOID09
 LU2299  DYNAMIC HT  -         328.682 (meters)    1078.35  (feet)  COMP
 LU2299  MODELED GRAV-     980,067.8   (mgal)                       NAVD 88
 LU2299
 LU2299  VERT ORDER  -  FIRST     CLASS II
 LU2299
 LU2299.The horizontal coordinates were scaled from a topographic map and have
 LU2299.an estimated accuracy of +/- 6 seconds.
 LU2299.
 LU2299.The orthometric height was determined by differential leveling and
 LU2299.adjusted in December 1992.
 LU2299
 LU2299.The geoid height was determined by GEOID09.
 LU2299
 LU2299.The dynamic height is computed by dividing the NAVD 88
 LU2299.geopotential number by the normal gravity value computed on the
 LU2299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2299.degrees latitude (g = 980.6199 gals.).
 LU2299
 LU2299.The modeled gravity was interpolated from observed gravity values.
 LU2299
 LU2299;                    North         East    Units  Estimated Accuracy
 LU2299;SPC CA 1     -   584,810.    1,844,290.      MT  (+/- 180 meters Scaled)
 LU2299
 LU2299                          SUPERSEDED SURVEY CONTROL
 LU2299
 LU2299  NGVD 29 (12/02/92)  327.937  (m)         1075.91   (f) ADJUSTED    1 2
 LU2299
 LU2299.Superseded values are not recommended for survey control.
 LU2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2299.See file dsdata.txt to determine how the superseded data were derived.
 LU2299
 LU2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK295372(NAD 83)
 LU2299
 LU2299_MARKER: DV = VERTICAL CONTROL DISK
 LU2299_SETTING: 66 = SET IN ROCK OUTCROP
 LU2299_SP_SET: BEDROCK
 LU2299_STAMPING: K 1463 1992
 LU2299_MARK LOGO: NGS   
 LU2299_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU2299_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU2299+STABILITY: POSITION/ELEVATION WELL
 LU2299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU2299+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2299
 LU2299  HISTORY     - Date     Condition        Report By
 LU2299  HISTORY     - 1992     MONUMENTED       NGS
 LU2299
 LU2299                          STATION DESCRIPTION
 LU2299
 LU2299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2299'3.3 KM (2.05 MI) SOUTHERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU2299'OFFICE IN GARBERVILLE, THENCE 2.4 KM (1.50 MI) NORTHWESTERLY ALONG
 LU2299'OLD BRICELAND ROAD, NEAR THE SOUTHWEST END OF A 5 BY 6-FOOT EXPOSED
 LU2299'AREA OF BEDROCK IN A ROAD CUT, 27.7 M (90.9 FT) EAST OF THE CENTER OF
 LU2299'A DRIVEWAY LEADING TO A HOUSE AT 1201 OLD BRICELAND ROAD, 5.3 M
 LU2299'(17.4 FT) NORTH OF THE ROAD CENTER, 0.3 M (1.0 FT) EAST OF A WITNESS
 LU2299'POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1187 ***********************************************************************
 LV1187  DESIGNATION -  K 1464
 LV1187  PID         -  LV1187
 LV1187  STATE/COUNTY-  CA/HUMBOLDT
 LV1187  USGS QUAD   -  HONEYDEW (1970)
 LV1187
 LV1187                         *CURRENT SURVEY CONTROL
 LV1187  ___________________________________________________________________
 LV1187* NAD 83(1986)-  40 08 43.     (N)    124 00 42.     (W)     SCALED    
 LV1187* NAVD 88     -       345.250  (meters)    1132.71   (feet)  ADJUSTED  
 LV1187  ___________________________________________________________________
 LV1187  GEOID HEIGHT-         -30.62  (meters)                     GEOID09
 LV1187  DYNAMIC HT  -         345.066 (meters)    1132.10  (feet)  COMP
 LV1187  MODELED GRAV-     980,081.9   (mgal)                       NAVD 88
 LV1187
 LV1187  VERT ORDER  -  FIRST     CLASS II
 LV1187
 LV1187.The horizontal coordinates were scaled from a topographic map and have
 LV1187.an estimated accuracy of +/- 6 seconds.
 LV1187.
 LV1187.The orthometric height was determined by differential leveling and
 LV1187.adjusted in December 1992.
 LV1187
 LV1187.The geoid height was determined by GEOID09.
 LV1187
 LV1187.The dynamic height is computed by dividing the NAVD 88
 LV1187.geopotential number by the normal gravity value computed on the
 LV1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1187.degrees latitude (g = 980.6199 gals.).
 LV1187
 LV1187.The modeled gravity was interpolated from observed gravity values.
 LV1187
 LV1187;                    North         East    Units  Estimated Accuracy
 LV1187;SPC CA 1     -   592,130.    1,828,600.      MT  (+/- 180 meters Scaled)
 LV1187
 LV1187                          SUPERSEDED SURVEY CONTROL
 LV1187
 LV1187  NGVD 29 (12/02/92)  344.317  (m)         1129.65   (f) ADJUSTED    1 2
 LV1187
 LV1187.Superseded values are not recommended for survey control.
 LV1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1187.See file dsdata.txt to determine how the superseded data were derived.
 LV1187
 LV1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK138443(NAD 83)
 LV1187
 LV1187_MARKER: I = METAL ROD
 LV1187_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1187_SP_SET: STAINLESS STEEL ROD
 LV1187_STAMPING: K 1464 1992
 LV1187_MARK LOGO: NGS   
 LV1187_PROJECTION: FLUSH
 LV1187_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1187+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1187_ROD/PIPE-DEPTH: 4.5  meters
 LV1187
 LV1187  HISTORY     - Date     Condition        Report By
 LV1187  HISTORY     - 1992     MONUMENTED       NGS
 LV1187
 LV1187                          STATION DESCRIPTION
 LV1187
 LV1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1187'20.3 KM (12.60 MI) SOUTHERLY ALONG WILDER RIDGE ROAD FROM THE JUNCTION
 LV1187'OF MATTOLE ROAD IN HONEYDEW, 7.7 M (25.3 FT) EAST OF THE CENTER OF A
 LV1187'DRIVEWAY, 5.0 M (16.4 FT) SOUTH OF AND LEVEL WITH THE ROAD CENTER,
 LV1187'3.2 M (10.5 FT) NORTHEAST OF THE CENTER OF A GATE, AND 0.3 M
 LV1187'(1.0 FT) NORTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM
 LV1187'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1237 ***********************************************************************
 LV1237  DESIGNATION -  K 1465
 LV1237  PID         -  LV1237
 LV1237  STATE/COUNTY-  CA/HUMBOLDT
 LV1237  USGS QUAD   -  BUCKEYE MTN (1970)
 LV1237
 LV1237                         *CURRENT SURVEY CONTROL
 LV1237  ___________________________________________________________________
 LV1237* NAD 83(1986)-  40 16 42.     (N)    124 14 37.     (W)     SCALED    
 LV1237* NAVD 88     -        47.217  (meters)     154.91   (feet)  ADJUSTED  
 LV1237  ___________________________________________________________________
 LV1237  GEOID HEIGHT-         -30.99  (meters)                     GEOID09
 LV1237  DYNAMIC HT  -          47.195 (meters)     154.84  (feet)  COMP
 LV1237  MODELED GRAV-     980,154.9   (mgal)                       NAVD 88
 LV1237
 LV1237  VERT ORDER  -  FIRST     CLASS II
 LV1237
 LV1237.The horizontal coordinates were scaled from a topographic map and have
 LV1237.an estimated accuracy of +/- 6 seconds.
 LV1237.
 LV1237.The orthometric height was determined by differential leveling and
 LV1237.adjusted in December 1992.
 LV1237
 LV1237.The geoid height was determined by GEOID09.
 LV1237
 LV1237.The dynamic height is computed by dividing the NAVD 88
 LV1237.geopotential number by the normal gravity value computed on the
 LV1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1237.degrees latitude (g = 980.6199 gals.).
 LV1237
 LV1237.The modeled gravity was interpolated from observed gravity values.
 LV1237
 LV1237;                    North         East    Units  Estimated Accuracy
 LV1237;SPC CA 1     -   607,370.    1,809,220.      MT  (+/- 180 meters Scaled)
 LV1237
 LV1237                          SUPERSEDED SURVEY CONTROL
 LV1237
 LV1237  NGVD 29 (12/02/92)   46.271  (m)          151.81   (f) ADJUSTED    1 2
 LV1237
 LV1237.Superseded values are not recommended for survey control.
 LV1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1237.See file dsdata.txt to determine how the superseded data were derived.
 LV1237
 LV1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK942593(NAD 83)
 LV1237
 LV1237_MARKER: I = METAL ROD
 LV1237_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1237_SP_SET: STAINLESS STEEL ROD
 LV1237_STAMPING: K 1465 1992
 LV1237_MARK LOGO: NGS   
 LV1237_PROJECTION: FLUSH
 LV1237_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1237+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1237_ROD/PIPE-DEPTH: 4.0  meters
 LV1237
 LV1237  HISTORY     - Date     Condition        Report By
 LV1237  HISTORY     - 1992     MONUMENTED       NGS
 LV1237
 LV1237                          STATION DESCRIPTION
 LV1237
 LV1237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1237'8.0 KM (4.95 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV1237'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, 0.1 KM (0.05 MI) NORTHWEST
 LV1237'OF A BRIDGE SPANNING THE MATTOLE RIVER, 11.6 M (38.1 FT) NORTH OF THE
 LV1237'ROAD CENTERLINE, 6.5 M (21.3 FT) EAST OF THE CENTER OF A ROAD LEADING
 LV1237'TO THE RIVER AND A GRAVEL STORAGE AREA, 1.4 M (4.6 FT) NORTH OF A
 LV1237'UTILITY POLE WITH A TRANSFORMER, 1.0 M (3.3 FT) BELOW THE LEVEL OF
 LV1237'THE ROAD, AND 0.4 M (1.3 FT) SOUTH OF A WITNESS POST AND FENCE.
 LV1237'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1214 ***********************************************************************
 LV1214  DESIGNATION -  K 1466
 LV1214  PID         -  LV1214
 LV1214  STATE/COUNTY-  CA/HUMBOLDT
 LV1214  USGS QUAD   -  BULL CREEK (1969)
 LV1214
 LV1214                         *CURRENT SURVEY CONTROL
 LV1214  ___________________________________________________________________
 LV1214* NAD 83(1986)-  40 16 27.     (N)    124 04 43.     (W)     SCALED    
 LV1214* NAVD 88     -       768.814  (meters)    2522.35   (feet)  ADJUSTED  
 LV1214  ___________________________________________________________________
 LV1214  GEOID HEIGHT-         -30.67  (meters)                     GEOID09
 LV1214  DYNAMIC HT  -         768.348 (meters)    2520.82  (feet)  COMP
 LV1214  MODELED GRAV-     979,993.0   (mgal)                       NAVD 88
 LV1214
 LV1214  VERT ORDER  -  FIRST     CLASS II
 LV1214
 LV1214.The horizontal coordinates were scaled from a topographic map and have
 LV1214.an estimated accuracy of +/- 6 seconds.
 LV1214.
 LV1214.The orthometric height was determined by differential leveling and
 LV1214.adjusted in December 1992.
 LV1214
 LV1214.The geoid height was determined by GEOID09.
 LV1214
 LV1214.The dynamic height is computed by dividing the NAVD 88
 LV1214.geopotential number by the normal gravity value computed on the
 LV1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1214.degrees latitude (g = 980.6199 gals.).
 LV1214
 LV1214.The modeled gravity was interpolated from observed gravity values.
 LV1214
 LV1214;                    North         East    Units  Estimated Accuracy
 LV1214;SPC CA 1     -   606,570.    1,823,240.      MT  (+/- 180 meters Scaled)
 LV1214
 LV1214                          SUPERSEDED SURVEY CONTROL
 LV1214
 LV1214  NGVD 29 (12/02/92)  767.826  (m)         2519.11   (f) ADJUSTED    1 2
 LV1214
 LV1214.Superseded values are not recommended for survey control.
 LV1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1214.See file dsdata.txt to determine how the superseded data were derived.
 LV1214
 LV1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK082587(NAD 83)
 LV1214
 LV1214_MARKER: DV = VERTICAL CONTROL DISK
 LV1214_SETTING: 66 = SET IN ROCK OUTCROP
 LV1214_SP_SET: BEDROCK
 LV1214_STAMPING: K 1466 1992
 LV1214_MARK LOGO: NGS   
 LV1214_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1214_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1214+STABILITY: POSITION/ELEVATION WELL
 LV1214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1214+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1214
 LV1214  HISTORY     - Date     Condition        Report By
 LV1214  HISTORY     - 1992     MONUMENTED       NGS
 LV1214
 LV1214                          STATION DESCRIPTION
 LV1214
 LV1214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1214'9.9 KM (6.15 MI) NORTHEASTERLY ALONG MATTOLE ROAD FROM THE JUNCTION OF
 LV1214'WILDER RIDGE ROAD IN HONEYDEW, NEAR THE NORTH END OF A 2 BY 5-FOOT
 LV1214'EXPOSED AREA OF BEDROCK IN A ROAD CUT, ON THE INSIDE OF A CURVE,
 LV1214'ACROSS THE ROAD FROM THE NORTH END OF A LARGE PULLOUT, 5.4 M
 LV1214'(17.7 FT) WEST OF THE ROAD CENTERLINE, 0.6 M (2.0 FT) ABOVE THE LEVEL
 LV1214'OF THE ROAD, AND 0.2 M (0.7 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1260 ***********************************************************************
 LV1260  DESIGNATION -  K 1467
 LV1260  PID         -  LV1260
 LV1260  STATE/COUNTY-  CA/HUMBOLDT
 LV1260  USGS QUAD   -  CAPETOWN (1969)
 LV1260
 LV1260                         *CURRENT SURVEY CONTROL
 LV1260  ___________________________________________________________________
 LV1260* NAD 83(1986)-  40 27 34.     (N)    124 22 11.     (W)     SCALED    
 LV1260* NAVD 88     -        95.847  (meters)     314.46   (feet)  ADJUSTED  
 LV1260  ___________________________________________________________________
 LV1260  GEOID HEIGHT-         -31.40  (meters)                     GEOID09
 LV1260  DYNAMIC HT  -          95.803 (meters)     314.31  (feet)  COMP
 LV1260  MODELED GRAV-     980,164.2   (mgal)                       NAVD 88
 LV1260
 LV1260  VERT ORDER  -  FIRST     CLASS II
 LV1260
 LV1260.The horizontal coordinates were scaled from a topographic map and have
 LV1260.an estimated accuracy of +/- 6 seconds.
 LV1260.
 LV1260.The orthometric height was determined by differential leveling and
 LV1260.adjusted in December 1992.
 LV1260
 LV1260.The geoid height was determined by GEOID09.
 LV1260
 LV1260.The dynamic height is computed by dividing the NAVD 88
 LV1260.geopotential number by the normal gravity value computed on the
 LV1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1260.degrees latitude (g = 980.6199 gals.).
 LV1260
 LV1260.The modeled gravity was interpolated from observed gravity values.
 LV1260
 LV1260;                    North         East    Units  Estimated Accuracy
 LV1260;SPC CA 1     -   627,760.    1,799,040.      MT  (+/- 180 meters Scaled)
 LV1260
 LV1260                          SUPERSEDED SURVEY CONTROL
 LV1260
 LV1260  NGVD 29 (12/02/92)   94.888  (m)          311.31   (f) ADJUSTED    1 2
 LV1260
 LV1260.Superseded values are not recommended for survey control.
 LV1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1260.See file dsdata.txt to determine how the superseded data were derived.
 LV1260
 LV1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK838796(NAD 83)
 LV1260
 LV1260_MARKER: I = METAL ROD
 LV1260_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1260_SP_SET: STAINLESS STEEL ROD
 LV1260_STAMPING: K 1467 1992
 LV1260_MARK LOGO: NGS   
 LV1260_PROJECTION: FLUSH
 LV1260_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1260_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1260_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1260+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1260_ROD/PIPE-DEPTH: 7.2  meters
 LV1260
 LV1260  HISTORY     - Date     Condition        Report By
 LV1260  HISTORY     - 1992     MONUMENTED       NGS
 LV1260  HISTORY     - 19960227 GOOD             NGS
 LV1260
 LV1260                          STATION DESCRIPTION
 LV1260
 LV1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1260'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1260'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1260'AVENUE, THENCE 23.7 KM (14.70 MI) SOUTHERLY ALONG MATTOLE ROAD, 0.8
 LV1260'KM (0.50 MI) SOUTH OF A BRIDGE SPANNING BEAR RIVER, 8.4 M (27.6 FT)
 LV1260'NORTHWEST OF THE ROAD CENTERLINE, 0.4 M (1.3 FT) SOUTHEAST OF A
 LV1260'WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 LV1260'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LV1260
 LV1260                          STATION RECOVERY (1996)
 LV1260
 LV1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 LV1260'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1285 ***********************************************************************
 LV1285  DESIGNATION -  K 1468
 LV1285  PID         -  LV1285
 LV1285  STATE/COUNTY-  CA/HUMBOLDT
 LV1285  USGS QUAD   -  FERNDALE (1972)
 LV1285
 LV1285                         *CURRENT SURVEY CONTROL
 LV1285  ___________________________________________________________________
 LV1285* NAD 83(1986)-  40 31 47.     (N)    124 16 04.     (W)     SCALED    
 LV1285* NAVD 88     -       384.877  (meters)    1262.72   (feet)  ADJUSTED  
 LV1285  ___________________________________________________________________
 LV1285  GEOID HEIGHT-         -31.20  (meters)                     GEOID09
 LV1285  DYNAMIC HT  -         384.677 (meters)    1262.06  (feet)  COMP
 LV1285  MODELED GRAV-     980,096.3   (mgal)                       NAVD 88
 LV1285
 LV1285  VERT ORDER  -  FIRST     CLASS II
 LV1285
 LV1285.The horizontal coordinates were scaled from a topographic map and have
 LV1285.an estimated accuracy of +/- 6 seconds.
 LV1285.
 LV1285.The orthometric height was determined by differential leveling and
 LV1285.adjusted in December 1992.
 LV1285
 LV1285.The geoid height was determined by GEOID09.
 LV1285
 LV1285.The dynamic height is computed by dividing the NAVD 88
 LV1285.geopotential number by the normal gravity value computed on the
 LV1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1285.degrees latitude (g = 980.6199 gals.).
 LV1285
 LV1285.The modeled gravity was interpolated from observed gravity values.
 LV1285
 LV1285;                    North         East    Units  Estimated Accuracy
 LV1285;SPC CA 1     -   635,330.    1,807,890.      MT  (+/- 180 meters Scaled)
 LV1285
 LV1285                          SUPERSEDED SURVEY CONTROL
 LV1285
 LV1285  NGVD 29 (12/02/92)  383.890  (m)         1259.48   (f) ADJUSTED    1 2
 LV1285
 LV1285.Superseded values are not recommended for survey control.
 LV1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1285.See file dsdata.txt to determine how the superseded data were derived.
 LV1285
 LV1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK926873(NAD 83)
 LV1285
 LV1285_MARKER: I = METAL ROD
 LV1285_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1285_SP_SET: STAINLESS STEEL ROD
 LV1285_STAMPING: K 1468 1992
 LV1285_MARK LOGO: NGS   
 LV1285_PROJECTION: FLUSH
 LV1285_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1285+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1285_ROD/PIPE-DEPTH: 4.4  meters
 LV1285
 LV1285  HISTORY     - Date     Condition        Report By
 LV1285  HISTORY     - 1992     MONUMENTED       NGS
 LV1285
 LV1285                          STATION DESCRIPTION
 LV1285
 LV1285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1285'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1285'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1285'AVENUE, THENCE 6.6 KM (4.10 MI) SOUTHERLY ALONG MATTOLE ROAD, 41.0 M
 LV1285'(134.5 FT) NORTH OF THE EXTENDED CENTER OF A DRIVEWAY, 9.8 M
 LV1285'(32.2 FT) EAST OF THE ROAD CENTERLINE, 3.7 M (12.1 FT) SOUTH OF THE
 LV1285'CENTER OF A GATE, 0.7 M (2.3 FT) NORTHEAST OF A UTILITY POLE STUB,
 LV1285'0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) WEST
 LV1285'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 LV1285'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0410 ***********************************************************************
 LV0410  DESIGNATION -  K 275
 LV0410  PID         -  LV0410
 LV0410  STATE/COUNTY-  CA/HUMBOLDT
 LV0410  USGS QUAD   -  TAYLOR PEAK (1969)
 LV0410
 LV0410                         *CURRENT SURVEY CONTROL
 LV0410  ___________________________________________________________________
 LV0410* NAD 83(1986)-  40 29 41.     (N)    124 14 43.     (W)     SCALED    
 LV0410* NAVD 88     -       614.051  (meters)    2014.60   (feet)  ADJUSTED  
 LV0410  ___________________________________________________________________
 LV0410  GEOID HEIGHT-         -31.07  (meters)                     GEOID09
 LV0410  DYNAMIC HT  -         613.712 (meters)    2013.49  (feet)  COMP
 LV0410  MODELED GRAV-     980,053.8   (mgal)                       NAVD 88
 LV0410
 LV0410  VERT ORDER  -  FIRST     CLASS II
 LV0410
 LV0410.The horizontal coordinates were scaled from a topographic map and have
 LV0410.an estimated accuracy of +/- 6 seconds.
 LV0410.
 LV0410.The orthometric height was determined by differential leveling and
 LV0410.adjusted in December 1992.
 LV0410
 LV0410.The geoid height was determined by GEOID09.
 LV0410
 LV0410.The dynamic height is computed by dividing the NAVD 88
 LV0410.geopotential number by the normal gravity value computed on the
 LV0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0410.degrees latitude (g = 980.6199 gals.).
 LV0410
 LV0410.The modeled gravity was interpolated from observed gravity values.
 LV0410
 LV0410;                    North         East    Units  Estimated Accuracy
 LV0410;SPC CA 1     -   631,400.    1,809,700.      MT  (+/- 180 meters Scaled)
 LV0410
 LV0410                          SUPERSEDED SURVEY CONTROL
 LV0410
 LV0410  NGVD 29 (12/02/92)  613.056  (m)         2011.33   (f) ADJUSTED    1 2
 LV0410
 LV0410.Superseded values are not recommended for survey control.
 LV0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0410.See file dsdata.txt to determine how the superseded data were derived.
 LV0410
 LV0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK944834(NAD 83)
 LV0410
 LV0410_MARKER: DB = BENCH MARK DISK
 LV0410_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0410_SP_SET: PREFAB CONC. POST IN EARTH
 LV0410_STAMPING: K 275 1935
 LV0410_MARK LOGO: CGS   
 LV0410_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0410+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1992
 LV0410
 LV0410  HISTORY     - Date     Condition        Report By
 LV0410  HISTORY     - 1935     MONUMENTED       CGS
 LV0410  HISTORY     - 1942     GOOD             CGS
 LV0410  HISTORY     - 19921014 GOOD             NGS
 LV0410
 LV0410                          STATION DESCRIPTION
 LV0410
 LV0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LV0410'10.5 MI NE FROM CAPETOWN.
 LV0410'ABOUT 8 MILES NORTHEAST ALONG THE FERNDALE-PETROLIA ROAD FROM
 LV0410'CAPETOWN, HUMBOLDT COUNTY, THENCE 2.5 MILES SOUTHEAST ALONG
 LV0410'THE BEAR RIVER RIDGE ROAD, ABOUT 1/2 MILE NORTHWEST OF A BARN
 LV0410'AND A CORRAL, 830 YARDS NORTHWEST OF A GATE ACROSS THE ROAD,
 LV0410'30 YARDS NORTH OF THE TOP OF SMALL KNOLL, 43 FEET SOUTHWEST OF
 LV0410'THE CENTERLINE OF THE ROAD, AND NEAR A WHITE WOODEN WITNESS
 LV0410'POST.  A STANDARD DISK, STAMPED K 275 1935 AND SET IN THE
 LV0410'TOP OF A CONCRETE POST.
 LV0410
 LV0410                          STATION RECOVERY (1992)
 LV0410
 LV0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0410'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV0410'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV0410'AVENUE, THENCE 9.8 KM (6.10 MI) SOUTHERLY ALONG MATTOLE ROAD, THENCE
 LV0410'4.0 KM (2.50 MI) SOUTHEASTERLY ALONG BEAR RIVER RIDGE ROAD, 0.7 KM
 LV0410'(0.45 MI) NORTHWEST OF A BARN AND HOUSE, 0.2 KM (0.10 MI) SOUTHEAST
 LV0410'OF THE INTERSECTION OF A DIRT ROAD LEADING NORTH, 13.7 M (44.9 FT)
 LV0410'SOUTHWEST OF THE ROAD CENTER, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 LV0410'ROAD, 0.2 M (0.7 FT) NORTHEAST OF A WITNESS POST, AND THE MONUMENT
 LV0410'PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0235 ***********************************************************************
 LV0235  DESIGNATION -  L 100
 LV0235  PID         -  LV0235
 LV0235  STATE/COUNTY-  CA/HUMBOLDT
 LV0235  USGS QUAD   -  FORTUNA (1972)
 LV0235
 LV0235                         *CURRENT SURVEY CONTROL
 LV0235  ___________________________________________________________________
 LV0235* NAD 83(1986)-  40 34 03.86   (N)    124 08 50.34   (W)     HD_HELD1  
 LV0235* NAVD 88     -        15.893  (meters)      52.14   (feet)  ADJUSTED  
 LV0235  ___________________________________________________________________
 LV0235  GEOID HEIGHT-         -30.97  (meters)                     GEOID09
 LV0235  DYNAMIC HT  -          15.885 (meters)      52.12  (feet)  COMP
 LV0235  MODELED GRAV-     980,157.9   (mgal)                       NAVD 88
 LV0235
 LV0235  VERT ORDER  -  FIRST     CLASS II
 LV0235
 LV0235.The horizontal coordinates were established by differentially corrected
 LV0235.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 LV0235.
 LV0235.The orthometric height was determined by differential leveling and
 LV0235.adjusted in December 1992.
 LV0235
 LV0235.The geoid height was determined by GEOID09.
 LV0235
 LV0235.The dynamic height is computed by dividing the NAVD 88
 LV0235.geopotential number by the normal gravity value computed on the
 LV0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0235.degrees latitude (g = 980.6199 gals.).
 LV0235
 LV0235.The modeled gravity was interpolated from observed gravity values.
 LV0235
 LV0235;                    North         East    Units  Estimated Accuracy
 LV0235;SPC CA 1     -   639,292.7   1,818,195.4     MT  (+/- 3 meters HH1 GPS) 
 LV0235
 LV0235                          SUPERSEDED SURVEY CONTROL
 LV0235
 LV0235  NAVD 88 (06/15/91)   15.918  (m)           52.22   (f) UNKNOWN     1 2
 LV0235  NGVD 29 (12/02/92)   14.911  (m)           48.92   (f) ADJUSTED    1 2
 LV0235
 LV0235.Superseded values are not recommended for survey control.
 LV0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0235.See file dsdata.txt to determine how the superseded data were derived.
 LV0235
 LV0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK0288091406(NAD 83)
 LV0235
 LV0235_MARKER: DB = BENCH MARK DISK
 LV0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0235_SP_SET: CONCRETE POST
 LV0235_STAMPING: L 100 1931 48.510
 LV0235_MARK LOGO: CGS   
 LV0235_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0235+STABILITY: SURFACE MOTION
 LV0235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0235+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0235
 LV0235  HISTORY     - Date     Condition        Report By
 LV0235  HISTORY     - 1931     MONUMENTED       CGS
 LV0235  HISTORY     - 1967     GOOD             CGS
 LV0235  HISTORY     - 19880224 GOOD             NGS
 LV0235  HISTORY     - 19920728 GOOD             NGS
 LV0235
 LV0235                          STATION DESCRIPTION
 LV0235
 LV0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0235'2.6 MI S FROM FORTUNA.
 LV0235'2.55 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM FORTUNA OVERPASS AT
 LV0235'FORTUNA, THENCE 0.1 MILE EAST ACROSS A FIELD, ALONG THE NORTHWESTERN
 LV0235'PACIFIC RAILROAD, 0.15 MILES SOUTHEAST OF BENCH MARK W 1086,
 LV0235'0.3 MILE NORTH OF THE JUNCTION OF DRAKE HILL ROAD EAST TO
 LV0235'ROHNERVILLE, BETWEEN FORMER U.S. HIGHWAY 101 AND THE RAILROAD,
 LV0235'27 FEET WEST OF THE CENTER LINE OF FORMER HIGHWAY, 27 FEET EAST OF
 LV0235'THE EAST RAIL OF THE MAIN TRACK (CENTER TRACK), 4 FEET NORTH
 LV0235'OF A 40-INCH PINE TREE, AND IN LINE WITH A ROW OF TREES, 1.0
 LV0235'FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE FORMER HIGHWAY,
 LV0235'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 LV0235'THE GROUND.
 LV0235
 LV0235                          STATION RECOVERY (1988)
 LV0235
 LV0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0235'RECOVERED IN GOOD CONDITION.
 LV0235
 LV0235                          STATION RECOVERY (1992)
 LV0235
 LV0235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0235'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0235'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0235'THENCE 0.1 KM (0.05 MI) EASTERLY ALONG DRAKE HILL ROAD, THENCE 0.5 KM
 LV0235'(0.30 MI) NORTHERLY ALONG EEL RIVER DRIVE, 8.2 M (26.9 FT) WEST OF
 LV0235'AND LEVEL WITH THE DRIVE CENTERLINE, 8.2 M (26.9 FT) EAST OF THE NEAR
 LV0235'RAIL OF THE MAIN TRACK, 3.3 M (10.8 FT) NORTH OF A 40-INCH PINE TREE,
 LV0235'0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1
 LV0235'M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1264 ***********************************************************************
 LU1264  DESIGNATION -  L 1084
 LU1264  PID         -  LU1264
 LU1264  STATE/COUNTY-  CA/HUMBOLDT
 LU1264  USGS QUAD   -  MIRANDA (1970)
 LU1264
 LU1264                         *CURRENT SURVEY CONTROL
 LU1264  ___________________________________________________________________
 LU1264* NAD 83(1986)-  40 07 34.     (N)    123 49 23.     (W)     SCALED    
 LU1264* NAVD 88     -       167.690  (meters)     550.16   (feet)  ADJUSTED  
 LU1264  ___________________________________________________________________
 LU1264  GEOID HEIGHT-         -30.51  (meters)                     GEOID09
 LU1264  DYNAMIC HT  -         167.597 (meters)     549.86  (feet)  COMP
 LU1264  MODELED GRAV-     980,065.8   (mgal)                       NAVD 88
 LU1264
 LU1264  VERT ORDER  -  FIRST     CLASS II
 LU1264
 LU1264.The horizontal coordinates were scaled from a topographic map and have
 LU1264.an estimated accuracy of +/- 6 seconds.
 LU1264.
 LU1264.The orthometric height was determined by differential leveling and
 LU1264.adjusted in December 1992.
 LU1264
 LU1264.The geoid height was determined by GEOID09.
 LU1264
 LU1264.The dynamic height is computed by dividing the NAVD 88
 LU1264.geopotential number by the normal gravity value computed on the
 LU1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1264.degrees latitude (g = 980.6199 gals.).
 LU1264
 LU1264.The modeled gravity was interpolated from observed gravity values.
 LU1264
 LU1264;                    North         East    Units  Estimated Accuracy
 LU1264;SPC CA 1     -   589,650.    1,844,630.      MT  (+/- 180 meters Scaled)
 LU1264
 LU1264                          SUPERSEDED SURVEY CONTROL
 LU1264
 LU1264  NAVD 88 (06/15/91)  167.690  (m)          550.16   (f) UNKNOWN     1 2
 LU1264  NGVD 29 (12/02/92)  166.762  (m)          547.12   (f) ADJUSTED    1 2
 LU1264
 LU1264.Superseded values are not recommended for survey control.
 LU1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1264.See file dsdata.txt to determine how the superseded data were derived.
 LU1264
 LU1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK298420(NAD 83)
 LU1264
 LU1264_MARKER: DB = BENCH MARK DISK
 LU1264_SETTING: 66 = SET IN ROCK OUTCROP
 LU1264_SP_SET: BEDROCK
 LU1264_STAMPING: L 1084 1967
 LU1264_MARK LOGO: CGS   
 LU1264_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1264+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1264
 LU1264  HISTORY     - Date     Condition        Report By
 LU1264  HISTORY     - 1967     MONUMENTED       CGS
 LU1264  HISTORY     - 1970     GOOD             NGS
 LU1264  HISTORY     - 19880329 GOOD             NGS
 LU1264  HISTORY     - 19920729 GOOD             NGS
 LU1264
 LU1264                          STATION DESCRIPTION
 LU1264
 LU1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 LU1264'3.2 MI N FROM GARBERVILLE.
 LU1264'3.15 MILES NORTH ALONG OLD U.S. HIGHWAY 101 FROM THE POST OFFICE
 LU1264'AT GARBERVILLE, 0.1 MILE WEST OF A PULLOUT, IN THE TOP OF THE
 LU1264'SOUTHWEST LOWER PORTION OF A MASSIVE SANDSTONE OUTCROP, 18 FEET
 LU1264'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 4 FEET SOUTHEAST
 LU1264'OF THE EDGE OF A CLIFF, 2.0 FEET SOUTHWEST OF A WITNESS POST,
 LU1264'ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND 1.5 FEET ABOVE THE
 LU1264'GROUND.
 LU1264
 LU1264                          STATION RECOVERY (1988)
 LU1264
 LU1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1264'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 LU1264'CHANGE--U.S. HIGHWAY 101 TO REDWOOD DRIVE.
 LU1264
 LU1264                          STATION RECOVERY (1992)
 LU1264
 LU1264'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1264'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1264'OFFICE IN GARBERVILLE, THENCE 5.2 KM (3.25 MI) NORTHERLY ALONG
 LU1264'REDWOOD DRIVE, IN THE SOUTHWEST LOWER PORTION OF A MASSIVE VERTICAL
 LU1264'SANDSTONE OUTCROP, 0.2 KM (0.10 MI) WEST OF A HIGHWAY PULLOUT, 5.5 M
 LU1264'(18.0 FT) NORTHWEST OF THE CENTERLINE OF THE DRIVE, 1.2 M (3.9 FT)
 LU1264'SOUTHEAST OF THE EDGE OF A CLIFF, 0.6 M (2.0 FT) SOUTHWEST OF A
 LU1264'WITNESS POST, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.4
 LU1264'M (1.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1301 ***********************************************************************
 LU1301  DESIGNATION -  L 1085
 LU1301  PID         -  LU1301
 LU1301  STATE/COUNTY-  CA/HUMBOLDT
 LU1301  USGS QUAD   -  WEOTT (1969)
 LU1301
 LU1301                         *CURRENT SURVEY CONTROL
 LU1301  ___________________________________________________________________
 LU1301* NAD 83(1986)-  40 17 15.     (N)    123 53 42.     (W)     SCALED    
 LU1301* NAVD 88     -       106.816  (meters)     350.45   (feet)  ADJUSTED  
 LU1301  ___________________________________________________________________
 LU1301  GEOID HEIGHT-         -30.51  (meters)                     GEOID09
 LU1301  DYNAMIC HT  -         106.761 (meters)     350.27  (feet)  COMP
 LU1301  MODELED GRAV-     980,110.5   (mgal)                       NAVD 88
 LU1301
 LU1301  VERT ORDER  -  FIRST     CLASS II
 LU1301
 LU1301.The horizontal coordinates were scaled from a topographic map and have
 LU1301.an estimated accuracy of +/- 6 seconds.
 LU1301.
 LU1301.The orthometric height was determined by differential leveling and
 LU1301.adjusted in December 1992.
 LU1301
 LU1301.The geoid height was determined by GEOID09.
 LU1301
 LU1301.The dynamic height is computed by dividing the NAVD 88
 LU1301.geopotential number by the normal gravity value computed on the
 LU1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1301.degrees latitude (g = 980.6199 gals.).
 LU1301
 LU1301.The modeled gravity was interpolated from observed gravity values.
 LU1301
 LU1301;                    North         East    Units  Estimated Accuracy
 LU1301;SPC CA 1     -   607,690.    1,838,880.      MT  (+/- 180 meters Scaled)
 LU1301
 LU1301                          SUPERSEDED SURVEY CONTROL
 LU1301
 LU1301  NAVD 88 (06/15/91)  106.801  (m)          350.40   (f) UNKNOWN     1 2
 LU1301  NGVD 29 (12/02/92)  105.871  (m)          347.35   (f) ADJUSTED    1 2
 LU1301
 LU1301.Superseded values are not recommended for survey control.
 LU1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1301.See file dsdata.txt to determine how the superseded data were derived.
 LU1301
 LU1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK239600(NAD 83)
 LU1301
 LU1301_MARKER: DB = BENCH MARK DISK
 LU1301_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1301_SP_SET: RETAINING WALL
 LU1301_STAMPING: L 1085 1967
 LU1301_MARK LOGO: CGS   
 LU1301_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1301+STABILITY: SURFACE MOTION
 LU1301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1301+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LU1301
 LU1301  HISTORY     - Date     Condition        Report By
 LU1301  HISTORY     - 1967     MONUMENTED       CGS
 LU1301  HISTORY     - 19880325 GOOD             NGS
 LU1301  HISTORY     - 19920730 GOOD             NGS
 LU1301
 LU1301                          STATION DESCRIPTION
 LU1301
 LU1301'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1301'2.1 MI NW FROM MYERS FLAT.
 LU1301'2.1 MILES NORTHWEST ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1301'OVERPASS AT MYERS FLAT, ON THE INSIDE OF A CURVE, IN THE TOP AND
 LU1301'0.2 FOOT NORTH OF THE SOUTH END OF A RETAINING WALL AT CATCH BASIN
 LU1301'29.99, 34 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 LU1301'4 FEET HIGHER THAN THE HIGHWAY.
 LU1301
 LU1301                          STATION RECOVERY (1988)
 LU1301
 LU1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1301'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  28.7 KM (17.85
 LU1301'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1301'GARBERVILLE.
 LU1301
 LU1301                          STATION RECOVERY (1992)
 LU1301
 LU1301'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1301'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1301'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1301'REDWOOD DRIVE, THENCE 30.0 KM (18.65 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1301'101, IN TOP OF AND 0.1 M (0.3 FT) NORTH OF THE SOUTH END OF A
 LU1301'CONCRETE RETAINING WALL FOR A CATCH BASIN AT MILEPOST 29.99, 10.4 M
 LU1301'(34.1 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LU1301'HIGHWAY, AND 1.4 M (4.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0433 ***********************************************************************
 LV0433  DESIGNATION -  L 1086
 LV0433  PID         -  LV0433
 LV0433  STATE/COUNTY-  CA/HUMBOLDT
 LV0433  USGS QUAD   -  SCOTIA (1970)
 LV0433
 LV0433                         *CURRENT SURVEY CONTROL
 LV0433  ___________________________________________________________________
 LV0433* NAD 83(1986)-  40 27 25.     (N)    124 04 03.     (W)     SCALED    
 LV0433* NAVD 88     -        52.432  (meters)     172.02   (feet)  ADJUSTED  
 LV0433  ___________________________________________________________________
 LV0433  GEOID HEIGHT-         -30.70  (meters)                     GEOID09
 LV0433  DYNAMIC HT  -          52.405 (meters)     171.93  (feet)  COMP
 LV0433  MODELED GRAV-     980,111.0   (mgal)                       NAVD 88
 LV0433
 LV0433  VERT ORDER  -  FIRST     CLASS II
 LV0433
 LV0433.The horizontal coordinates were scaled from a topographic map and have
 LV0433.an estimated accuracy of +/- 6 seconds.
 LV0433.
 LV0433.The orthometric height was determined by differential leveling and
 LV0433.adjusted in December 1992.
 LV0433
 LV0433.The geoid height was determined by GEOID09.
 LV0433
 LV0433.The dynamic height is computed by dividing the NAVD 88
 LV0433.geopotential number by the normal gravity value computed on the
 LV0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0433.degrees latitude (g = 980.6199 gals.).
 LV0433
 LV0433.The modeled gravity was interpolated from observed gravity values.
 LV0433
 LV0433;                    North         East    Units  Estimated Accuracy
 LV0433;SPC CA 1     -   626,830.    1,824,660.      MT  (+/- 180 meters Scaled)
 LV0433
 LV0433                          SUPERSEDED SURVEY CONTROL
 LV0433
 LV0433  NAVD 88 (06/15/91)   52.521  (m)          172.31   (f) UNKNOWN     1 2
 LV0433  NGVD 29 (12/02/92)   51.460  (m)          168.83   (f) ADJUSTED    1 2
 LV0433
 LV0433.Superseded values are not recommended for survey control.
 LV0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0433.See file dsdata.txt to determine how the superseded data were derived.
 LV0433
 LV0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK094790(NAD 83)
 LV0433
 LV0433_MARKER: DB = BENCH MARK DISK
 LV0433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LV0433_SP_SET: BRIDGE GUARDRAIL
 LV0433_STAMPING: L 1086 1967
 LV0433_MARK LOGO: CGS   
 LV0433_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0433+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0433
 LV0433  HISTORY     - Date     Condition        Report By
 LV0433  HISTORY     - 1967     MONUMENTED       CGS
 LV0433  HISTORY     - 19880226 GOOD             NGS
 LV0433  HISTORY     - 19920728 GOOD             NGS
 LV0433
 LV0433                          STATION DESCRIPTION
 LV0433
 LV0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0433'3.2 MI S FROM SCOTIA.
 LV0433'3.25 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE SOUTH END OF
 LV0433'THE EEL RIVER BRIDGE AT SCOTIA, IN THE TOP AND 1.0 FOOT SOUTHEAST
 LV0433'OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE GUARDRAIL OF
 LV0433'BRIDGE 4-14 OVER EEL RIVER, 29 FEET SOUTHWEST OF THE CENTER LINE
 LV0433'OF THE HIGHWAY, AND ABOUT 2 FEET HIGHER THAN THE HIGHWAY.
 LV0433
 LV0433                          STATION RECOVERY (1988)
 LV0433
 LV0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0433'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  20.7 KM (12.85
 LV0433'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LV0433'FORTUNA.
 LV0433
 LV0433                          STATION RECOVERY (1992)
 LV0433
 LV0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0433'20.7 KM (12.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0433'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0433'IN TOP OF AND 0.3 M (1.0 FT) SOUTHEAST OF THE NORTHWEST END OF THE
 LV0433'SOUTHWEST CONCRETE BRIDGE RAIL OF A HIGHWAY BRIDGE SPANNING THE EEL
 LV0433'RIVER, 8.8 M (28.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LV0433'AND 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE BRIDGE
 LV0433'RAIL IS PART OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0659 ***********************************************************************
 LV0659  DESIGNATION -  L 1401
 LV0659  PID         -  LV0659
 LV0659  STATE/COUNTY-  CA/HUMBOLDT
 LV0659  USGS QUAD   -  FIELDS LANDING (1972)
 LV0659
 LV0659                         *CURRENT SURVEY CONTROL
 LV0659  ___________________________________________________________________
 LV0659* NAD 83(1986)-  40 37 45.     (N)    124 12 56.     (W)     SCALED    
 LV0659* NAVD 88     -        62.416  (meters)     204.78   (feet)  ADJUSTED  
 LV0659  ___________________________________________________________________
 LV0659  GEOID HEIGHT-         -31.13  (meters)                     GEOID09
 LV0659  DYNAMIC HT  -          62.387 (meters)     204.68  (feet)  COMP
 LV0659  MODELED GRAV-     980,166.9   (mgal)                       NAVD 88
 LV0659
 LV0659  VERT ORDER  -  FIRST     CLASS II
 LV0659
 LV0659.The horizontal coordinates were scaled from a topographic map and have
 LV0659.an estimated accuracy of +/- 6 seconds.
 LV0659.
 LV0659.The orthometric height was determined by differential leveling and
 LV0659.adjusted in December 1992.
 LV0659
 LV0659.The geoid height was determined by GEOID09.
 LV0659
 LV0659.The dynamic height is computed by dividing the NAVD 88
 LV0659.geopotential number by the normal gravity value computed on the
 LV0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0659.degrees latitude (g = 980.6199 gals.).
 LV0659
 LV0659.The modeled gravity was interpolated from observed gravity values.
 LV0659
 LV0659;                    North         East    Units  Estimated Accuracy
 LV0659;SPC CA 1     -   646,260.    1,812,590.      MT  (+/- 180 meters Scaled)
 LV0659
 LV0659                          SUPERSEDED SURVEY CONTROL
 LV0659
 LV0659  NAVD 88 (06/15/91)   62.416  (m)          204.78   (f) UNKNOWN     1 2
 LV0659  NGVD 29 (12/02/92)   61.426  (m)          201.53   (f) ADJUSTED    1 2
 LV0659
 LV0659.Superseded values are not recommended for survey control.
 LV0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0659.See file dsdata.txt to determine how the superseded data were derived.
 LV0659
 LV0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK971983(NAD 83)
 LV0659
 LV0659_MARKER: I = METAL ROD
 LV0659_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0659_SP_SET: STAINLESS STEEL ROD
 LV0659_STAMPING: L 1401 1988
 LV0659_MARK LOGO: NGS   
 LV0659_PROJECTION: FLUSH
 LV0659_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0659+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 LV0659_ROD/PIPE-DEPTH: 4.9  meters
 LV0659
 LV0659  HISTORY     - Date     Condition        Report By
 LV0659  HISTORY     - 1988     MONUMENTED       NGS
 LV0659  HISTORY     - 19920727 GOOD             NGS
 LV0659
 LV0659                          STATION DESCRIPTION
 LV0659
 LV0659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0659'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0659'OVERPASS IN FORTUNA, 13.1 M (43.0 FT) EAST-NORTHEAST OF A FENCE
 LV0659'CORNER, 12.5 M (41.0 FT) EAST OF A FENCE, 11.5 M (37.7 FT) WEST OF
 LV0659'THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT)
 LV0659'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.2 M (0.7 FT) EAST OF A WITNESS
 LV0659'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LV0659
 LV0659                          STATION RECOVERY (1992)
 LV0659
 LV0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0659'5.5 KM (3.40 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0659'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, 30.0
 LV0659'M (98.4 FT) SOUTH OF THE WEST LEG OF A HIGHWAY INFORMATION SIGN
 LV0659'(VICTORIAN FERNDALE NEXT RIGHT), 13.1 M (43.0 FT) EAST-NORTHEAST OF A
 LV0659'FENCE CORNER, 12.5 M (41.0 FT) EAST OF A FENCE, 11.5 M (37.7 FT) WEST
 LV0659'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 4.3 M
 LV0659'(14.1 FT) WEST OF MILEPOST 65.00, 0.6 M (2.0 FT) ABOVE THE LEVEL OF
 LV0659'THE HIGHWAY, AND 0.2 M (0.7 FT) EAST OF A WITNESS POST. NOTE--ACCESS
 LV0659'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2300 ***********************************************************************
 LU2300  DESIGNATION -  L 1463
 LU2300  PID         -  LU2300
 LU2300  STATE/COUNTY-  CA/HUMBOLDT
 LU2300  USGS QUAD   -  GARBERVILLE (1970)
 LU2300
 LU2300                         *CURRENT SURVEY CONTROL
 LU2300  ___________________________________________________________________
 LU2300* NAD 83(1986)-  40 05 01.     (N)    123 49 53.     (W)     SCALED    
 LU2300* NAVD 88     -       382.901  (meters)    1256.23   (feet)  ADJUSTED  
 LU2300  ___________________________________________________________________
 LU2300  GEOID HEIGHT-         -30.53  (meters)                     GEOID09
 LU2300  DYNAMIC HT  -         382.690 (meters)    1255.54  (feet)  COMP
 LU2300  MODELED GRAV-     980,061.4   (mgal)                       NAVD 88
 LU2300
 LU2300  VERT ORDER  -  FIRST     CLASS II
 LU2300
 LU2300.The horizontal coordinates were scaled from a topographic map and have
 LU2300.an estimated accuracy of +/- 6 seconds.
 LU2300.
 LU2300.The orthometric height was determined by differential leveling and
 LU2300.adjusted in December 1992.
 LU2300
 LU2300.The geoid height was determined by GEOID09.
 LU2300
 LU2300.The dynamic height is computed by dividing the NAVD 88
 LU2300.geopotential number by the normal gravity value computed on the
 LU2300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2300.degrees latitude (g = 980.6199 gals.).
 LU2300
 LU2300.The modeled gravity was interpolated from observed gravity values.
 LU2300
 LU2300;                    North         East    Units  Estimated Accuracy
 LU2300;SPC CA 1     -   584,940.    1,843,820.      MT  (+/- 180 meters Scaled)
 LU2300
 LU2300                          SUPERSEDED SURVEY CONTROL
 LU2300
 LU2300  NGVD 29 (12/02/92)  381.975  (m)         1253.20   (f) ADJUSTED    1 2
 LU2300
 LU2300.Superseded values are not recommended for survey control.
 LU2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2300.See file dsdata.txt to determine how the superseded data were derived.
 LU2300
 LU2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK291373(NAD 83)
 LU2300
 LU2300_MARKER: DV = VERTICAL CONTROL DISK
 LU2300_SETTING: 66 = SET IN ROCK OUTCROP
 LU2300_SP_SET: BEDROCK
 LU2300_STAMPING: L 1463 1992
 LU2300_MARK LOGO: NGS   
 LU2300_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU2300_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU2300+STABILITY: POSITION/ELEVATION WELL
 LU2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2300+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2300
 LU2300  HISTORY     - Date     Condition        Report By
 LU2300  HISTORY     - 1992     MONUMENTED       NGS
 LU2300
 LU2300                          STATION DESCRIPTION
 LU2300
 LU2300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2300'3.3 KM (2.05 MI) SOUTHERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU2300'OFFICE IN GARBERVILLE, THENCE 3.0 KM (1.85 MI) NORTHWESTERLY ALONG
 LU2300'OLD BRICELAND ROAD, NEAR THE WEST END OF A 4 BY 6-FOOT EXPOSED AREA
 LU2300'OF BEDROCK IN A ROAD CUT, 47.0 M (154.2 FT) NORTHEAST OF THE CENTER
 LU2300'OF A DRIVEWAY, 22.0 M (72.2 FT) EAST OF UTILITY POLE NUMBER 1169135
 LU2300'WITH 2 GUY CABLES, 4.1 M (13.5 FT) NORTH OF THE ROAD CENTER, 0.6 M
 LU2300'(2.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.2 M (0.7 FT) EAST OF A
 LU2300'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1188 ***********************************************************************
 LV1188  DESIGNATION -  L 1464
 LV1188  PID         -  LV1188
 LV1188  STATE/COUNTY-  CA/HUMBOLDT
 LV1188  USGS QUAD   -  HONEYDEW (1970)
 LV1188
 LV1188                         *CURRENT SURVEY CONTROL
 LV1188  ___________________________________________________________________
 LV1188* NAD 83(1986)-  40 08 57.     (N)    124 01 18.     (W)     SCALED    
 LV1188* NAVD 88     -       412.058  (meters)    1351.89   (feet)  ADJUSTED  
 LV1188  ___________________________________________________________________
 LV1188  GEOID HEIGHT-         -30.63  (meters)                     GEOID09
 LV1188  DYNAMIC HT  -         411.836 (meters)    1351.17  (feet)  COMP
 LV1188  MODELED GRAV-     980,074.9   (mgal)                       NAVD 88
 LV1188
 LV1188  VERT ORDER  -  FIRST     CLASS II
 LV1188
 LV1188.The horizontal coordinates were scaled from a topographic map and have
 LV1188.an estimated accuracy of +/- 6 seconds.
 LV1188.
 LV1188.The orthometric height was determined by differential leveling and
 LV1188.adjusted in December 1992.
 LV1188
 LV1188.The geoid height was determined by GEOID09.
 LV1188
 LV1188.The dynamic height is computed by dividing the NAVD 88
 LV1188.geopotential number by the normal gravity value computed on the
 LV1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1188.degrees latitude (g = 980.6199 gals.).
 LV1188
 LV1188.The modeled gravity was interpolated from observed gravity values.
 LV1188
 LV1188;                    North         East    Units  Estimated Accuracy
 LV1188;SPC CA 1     -   592,580.    1,827,760.      MT  (+/- 180 meters Scaled)
 LV1188
 LV1188                          SUPERSEDED SURVEY CONTROL
 LV1188
 LV1188  NGVD 29 (12/02/92)  411.123  (m)         1348.83   (f) ADJUSTED    1 2
 LV1188
 LV1188.Superseded values are not recommended for survey control.
 LV1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1188.See file dsdata.txt to determine how the superseded data were derived.
 LV1188
 LV1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK129448(NAD 83)
 LV1188
 LV1188_MARKER: I = METAL ROD
 LV1188_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1188_SP_SET: STAINLESS STEEL ROD
 LV1188_STAMPING: L 1464 1992
 LV1188_MARK LOGO: NGS   
 LV1188_PROJECTION: FLUSH
 LV1188_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1188_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1188_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1188+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1188_ROD/PIPE-DEPTH: 5.0  meters
 LV1188
 LV1188  HISTORY     - Date     Condition        Report By
 LV1188  HISTORY     - 1992     MONUMENTED       NGS
 LV1188
 LV1188                          STATION DESCRIPTION
 LV1188
 LV1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1188'19.1 KM (11.85 MI) SOUTHERLY ALONG WILDER RIDGE ROAD FROM THE JUNCTION
 LV1188'OF MATTOLE ROAD IN HONEYDEW, 16.8 M (55.1 FT) EAST OF THE CENTERLINE
 LV1188'OF A DRIVEWAY, 13.7 M (44.9 FT) NORTH OF THE ROAD CENTER, 8.0 M
 LV1188'(26.2 FT) NORTH OF AN UNDERGROUND CABLE JUNCTION BOX, 0.6 M (2.0 FT)
 LV1188'ABOVE THE LEVEL OF THE ROAD, AND 0.2 M (0.7 FT) SOUTH OF A WITNESS
 LV1188'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1238 ***********************************************************************
 LV1238  DESIGNATION -  L 1465
 LV1238  PID         -  LV1238
 LV1238  STATE/COUNTY-  CA/HUMBOLDT
 LV1238  USGS QUAD   -  PETROLIA (1969)
 LV1238
 LV1238                         *CURRENT SURVEY CONTROL
 LV1238  ___________________________________________________________________
 LV1238* NAD 83(1986)-  40 17 24.     (N)    124 15 12.     (W)     SCALED    
 LV1238* NAVD 88     -       110.374  (meters)     362.12   (feet)  ADJUSTED  
 LV1238  ___________________________________________________________________
 LV1238  GEOID HEIGHT-         -31.03  (meters)                     GEOID09
 LV1238  DYNAMIC HT  -         110.323 (meters)     361.95  (feet)  COMP
 LV1238  MODELED GRAV-     980,162.5   (mgal)                       NAVD 88
 LV1238
 LV1238  VERT ORDER  -  FIRST     CLASS II
 LV1238
 LV1238.The horizontal coordinates were scaled from a topographic map and have
 LV1238.an estimated accuracy of +/- 6 seconds.
 LV1238.
 LV1238.The orthometric height was determined by differential leveling and
 LV1238.adjusted in December 1992.
 LV1238
 LV1238.The geoid height was determined by GEOID09.
 LV1238
 LV1238.The dynamic height is computed by dividing the NAVD 88
 LV1238.geopotential number by the normal gravity value computed on the
 LV1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1238.degrees latitude (g = 980.6199 gals.).
 LV1238
 LV1238.The modeled gravity was interpolated from observed gravity values.
 LV1238
 LV1238;                    North         East    Units  Estimated Accuracy
 LV1238;SPC CA 1     -   608,690.    1,808,430.      MT  (+/- 180 meters Scaled)
 LV1238
 LV1238                          SUPERSEDED SURVEY CONTROL
 LV1238
 LV1238  NGVD 29 (12/02/92)  109.428  (m)          359.02   (f) ADJUSTED    1 2
 LV1238
 LV1238.Superseded values are not recommended for survey control.
 LV1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1238.See file dsdata.txt to determine how the superseded data were derived.
 LV1238
 LV1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK934606(NAD 83)
 LV1238
 LV1238_MARKER: I = METAL ROD
 LV1238_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LV1238+WITH SETTING: INFORMATION.
 LV1238_SP_SET: METAL ROD DRIVEN INTO GROUND
 LV1238_STAMPING: L 1465 1992
 LV1238_MARK LOGO: NGS   
 LV1238_PROJECTION: FLUSH
 LV1238_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1238_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1238+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1238_ROD/PIPE-DEPTH: 2.3  meters
 LV1238
 LV1238  HISTORY     - Date     Condition        Report By
 LV1238  HISTORY     - 1992     MONUMENTED       NGS
 LV1238
 LV1238                          STATION DESCRIPTION
 LV1238
 LV1238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1238'6.3 KM (3.90 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV1238'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, AT A PULLOUT, 11.2 M
 LV1238'(36.7 FT) WEST OF AND LEVEL WITH THE ROAD CENTERLINE, 8.8 M
 LV1238'(28.9 FT) SOUTH OF A 36-INCH CULVERT, AND 0.2 M (0.7 FT) SOUTHEAST OF
 LV1238'A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LV1238'LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1215 ***********************************************************************
 LV1215  DESIGNATION -  L 1466
 LV1215  PID         -  LV1215
 LV1215  STATE/COUNTY-  CA/HUMBOLDT
 LV1215  USGS QUAD   -  BULL CREEK (1969)
 LV1215
 LV1215                         *CURRENT SURVEY CONTROL
 LV1215  ___________________________________________________________________
 LV1215* NAD 83(1986)-  40 16 45.     (N)    124 04 05.     (W)     SCALED    
 LV1215* NAVD 88     -       814.250  (meters)    2671.42   (feet)  ADJUSTED  
 LV1215  ___________________________________________________________________
 LV1215  GEOID HEIGHT-         -30.65  (meters)                     GEOID09
 LV1215  DYNAMIC HT  -         813.747 (meters)    2669.77  (feet)  COMP
 LV1215  MODELED GRAV-     979,980.1   (mgal)                       NAVD 88
 LV1215
 LV1215  VERT ORDER  -  FIRST     CLASS II
 LV1215
 LV1215.The horizontal coordinates were scaled from a topographic map and have
 LV1215.an estimated accuracy of +/- 6 seconds.
 LV1215.
 LV1215.The orthometric height was determined by differential leveling and
 LV1215.adjusted in December 1992.
 LV1215
 LV1215.The geoid height was determined by GEOID09.
 LV1215
 LV1215.The dynamic height is computed by dividing the NAVD 88
 LV1215.geopotential number by the normal gravity value computed on the
 LV1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1215.degrees latitude (g = 980.6199 gals.).
 LV1215
 LV1215.The modeled gravity was interpolated from observed gravity values.
 LV1215
 LV1215;                    North         East    Units  Estimated Accuracy
 LV1215;SPC CA 1     -   607,100.    1,824,150.      MT  (+/- 180 meters Scaled)
 LV1215
 LV1215                          SUPERSEDED SURVEY CONTROL
 LV1215
 LV1215  NGVD 29 (12/02/92)  813.254  (m)         2668.15   (f) ADJUSTED    1 2
 LV1215
 LV1215.Superseded values are not recommended for survey control.
 LV1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1215.See file dsdata.txt to determine how the superseded data were derived.
 LV1215
 LV1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK092592(NAD 83)
 LV1215
 LV1215_MARKER: I = METAL ROD
 LV1215_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1215_SP_SET: STAINLESS STEEL ROD
 LV1215_STAMPING: L 1466 1992
 LV1215_MARK LOGO: NGS   
 LV1215_PROJECTION: FLUSH
 LV1215_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1215+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1215_ROD/PIPE-DEPTH: 6.1  meters
 LV1215
 LV1215  HISTORY     - Date     Condition        Report By
 LV1215  HISTORY     - 1992     MONUMENTED       NGS
 LV1215
 LV1215                          STATION DESCRIPTION
 LV1215
 LV1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1215'11.5 KM (7.15 MI) NORTHEASTERLY ALONG MATTOLE ROAD FROM THE JUNCTION
 LV1215'OF WILDER RIDGE ROAD IN HONEYDEW, 11.4 M (37.4 FT) WEST OF THE CENTER
 LV1215'OF A DRIVEWAY, 8.5 M (27.9 FT) SOUTH OF THE ROAD CENTERLINE, 4.6 M
 LV1215'(15.1 FT) WEST OF CULVERT NUMBER 719, 0.3 M (1.0 FT) ABOVE THE LEVEL
 LV1215'OF THE ROAD, AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST. NOTE--ACCESS
 LV1215'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1262 ***********************************************************************
 LV1262  DESIGNATION -  L 1467
 LV1262  PID         -  LV1262
 LV1262  STATE/COUNTY-  CA/HUMBOLDT
 LV1262  USGS QUAD   -  CAPETOWN (1969)
 LV1262
 LV1262                         *CURRENT SURVEY CONTROL
 LV1262  ___________________________________________________________________
 LV1262* NAD 83(1986)-  40 28 11.     (N)    124 21 52.     (W)     SCALED    
 LV1262* NAVD 88     -        74.781  (meters)     245.34   (feet)  ADJUSTED  
 LV1262  ___________________________________________________________________
 LV1262  GEOID HEIGHT-         -31.38  (meters)                     GEOID09
 LV1262  DYNAMIC HT  -          74.747 (meters)     245.23  (feet)  COMP
 LV1262  MODELED GRAV-     980,169.2   (mgal)                       NAVD 88
 LV1262
 LV1262  VERT ORDER  -  FIRST     CLASS II
 LV1262
 LV1262.The horizontal coordinates were scaled from a topographic map and have
 LV1262.an estimated accuracy of +/- 6 seconds.
 LV1262.
 LV1262.The orthometric height was determined by differential leveling and
 LV1262.adjusted in December 1992.
 LV1262
 LV1262.The geoid height was determined by GEOID09.
 LV1262
 LV1262.The dynamic height is computed by dividing the NAVD 88
 LV1262.geopotential number by the normal gravity value computed on the
 LV1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1262.degrees latitude (g = 980.6199 gals.).
 LV1262
 LV1262.The modeled gravity was interpolated from observed gravity values.
 LV1262
 LV1262;                    North         East    Units  Estimated Accuracy
 LV1262;SPC CA 1     -   628,890.    1,799,520.      MT  (+/- 180 meters Scaled)
 LV1262
 LV1262                          SUPERSEDED SURVEY CONTROL
 LV1262
 LV1262  NGVD 29 (12/02/92)   73.821  (m)          242.19   (f) ADJUSTED    1 2
 LV1262
 LV1262.Superseded values are not recommended for survey control.
 LV1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1262.See file dsdata.txt to determine how the superseded data were derived.
 LV1262
 LV1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK843807(NAD 83)
 LV1262
 LV1262_MARKER: I = METAL ROD
 LV1262_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1262_SP_SET: STAINLESS STEEL ROD
 LV1262_STAMPING: L 1467 1992
 LV1262_MARK LOGO: NGS   
 LV1262_PROJECTION: FLUSH
 LV1262_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1262+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1262_ROD/PIPE-DEPTH: 7.2  meters
 LV1262
 LV1262  HISTORY     - Date     Condition        Report By
 LV1262  HISTORY     - 1992     MONUMENTED       NGS
 LV1262
 LV1262                          STATION DESCRIPTION
 LV1262
 LV1262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1262'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1262'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1262'AVENUE, THENCE 22.0 KM (13.65 MI) SOUTHERLY ALONG MATTOLE ROAD, ON
 LV1262'THE OUTSIDE OF A SWITCH BACK, 14.3 M (46.9 FT) EAST OF THE ROAD
 LV1262'CENTERLINE, 2.9 M (9.5 FT) NORTHWEST OF A T-FENCE CORNER, 0.4 M
 LV1262'(1.3 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT)
 LV1262'BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS
 LV1262'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1286 ***********************************************************************
 LV1286  DESIGNATION -  L 1468
 LV1286  PID         -  LV1286
 LV1286  STATE/COUNTY-  CA/HUMBOLDT
 LV1286  USGS QUAD   -  FERNDALE (1972)
 LV1286
 LV1286                         *CURRENT SURVEY CONTROL
 LV1286  ___________________________________________________________________
 LV1286* NAD 83(1986)-  40 32 26.     (N)    124 16 45.     (W)     SCALED    
 LV1286* NAVD 88     -       411.911  (meters)    1351.41   (feet)  ADJUSTED  
 LV1286  ___________________________________________________________________
 LV1286  GEOID HEIGHT-         -31.25  (meters)                     GEOID09
 LV1286  DYNAMIC HT  -         411.702 (meters)    1350.73  (feet)  COMP
 LV1286  MODELED GRAV-     980,105.3   (mgal)                       NAVD 88
 LV1286
 LV1286  VERT ORDER  -  FIRST     CLASS II
 LV1286
 LV1286.The horizontal coordinates were scaled from a topographic map and have
 LV1286.an estimated accuracy of +/- 6 seconds.
 LV1286.
 LV1286.The orthometric height was determined by differential leveling and
 LV1286.adjusted in December 1992.
 LV1286
 LV1286.The geoid height was determined by GEOID09.
 LV1286
 LV1286.The dynamic height is computed by dividing the NAVD 88
 LV1286.geopotential number by the normal gravity value computed on the
 LV1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1286.degrees latitude (g = 980.6199 gals.).
 LV1286
 LV1286.The modeled gravity was interpolated from observed gravity values.
 LV1286
 LV1286;                    North         East    Units  Estimated Accuracy
 LV1286;SPC CA 1     -   636,560.    1,806,960.      MT  (+/- 180 meters Scaled)
 LV1286
 LV1286                          SUPERSEDED SURVEY CONTROL
 LV1286
 LV1286  NGVD 29 (12/02/92)  410.927  (m)         1348.18   (f) ADJUSTED    1 2
 LV1286
 LV1286.Superseded values are not recommended for survey control.
 LV1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1286.See file dsdata.txt to determine how the superseded data were derived.
 LV1286
 LV1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK916885(NAD 83)
 LV1286
 LV1286_MARKER: I = METAL ROD
 LV1286_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1286_SP_SET: STAINLESS STEEL ROD
 LV1286_STAMPING: L 1468 1992
 LV1286_MARK LOGO: NGS   
 LV1286_PROJECTION: FLUSH
 LV1286_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1286+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1286_ROD/PIPE-DEPTH: 7.3  meters
 LV1286
 LV1286  HISTORY     - Date     Condition        Report By
 LV1286  HISTORY     - 1992     MONUMENTED       NGS
 LV1286
 LV1286                          STATION DESCRIPTION
 LV1286
 LV1286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1286'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1286'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1286'AVENUE, THENCE 4.9 KM (3.05 MI) SOUTHERLY ALONG MATTOLE ROAD, 10.2 M
 LV1286'(33.5 FT) WEST OF AND LEVEL WITH THE ROAD CENTERLINE, 2.7 M (8.9 FT)
 LV1286'NORTH OF THE CENTER OF A DRIVEWAY, AND 0.3 M (1.0 FT) EAST OF A
 LV1286'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LV1286'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0365 ***********************************************************************
 LV0365  DESIGNATION -  L 229
 LV0365  PID         -  LV0365
 LV0365  STATE/COUNTY-  CA/HUMBOLDT
 LV0365  USGS QUAD   -  CAPE MENDOCINO (1969)
 LV0365
 LV0365                         *CURRENT SURVEY CONTROL
 LV0365  ___________________________________________________________________
 LV0365* NAD 83(1986)-  40 27 04.     (N)    124 22 37.     (W)     SCALED    
 LV0365* NAVD 88     -       270.963  (meters)     888.98   (feet)  ADJUSTED  
 LV0365  ___________________________________________________________________
 LV0365  GEOID HEIGHT-         -31.43  (meters)                     GEOID09
 LV0365  DYNAMIC HT  -         270.833 (meters)     888.56  (feet)  COMP
 LV0365  MODELED GRAV-     980,140.4   (mgal)                       NAVD 88
 LV0365
 LV0365  VERT ORDER  -  FIRST     CLASS II
 LV0365
 LV0365.The horizontal coordinates were scaled from a topographic map and have
 LV0365.an estimated accuracy of +/- 6 seconds.
 LV0365.
 LV0365.The orthometric height was determined by differential leveling and
 LV0365.adjusted in July 2002.
 LV0365
 LV0365.The geoid height was determined by GEOID09.
 LV0365
 LV0365.The dynamic height is computed by dividing the NAVD 88
 LV0365.geopotential number by the normal gravity value computed on the
 LV0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0365.degrees latitude (g = 980.6199 gals.).
 LV0365
 LV0365.The modeled gravity was interpolated from observed gravity values.
 LV0365
 LV0365;                    North         East    Units  Estimated Accuracy
 LV0365;SPC CA 1     -   626,850.    1,798,410.      MT  (+/- 180 meters Scaled)
 LV0365
 LV0365                          SUPERSEDED SURVEY CONTROL
 LV0365
 LV0365  NAVD 88 (12/23/92)  270.968  (m)          889.00   (f) UNKNOWN     1 2
 LV0365  NGVD 29 (12/02/92)  270.008  (m)          885.85   (f) ADJUSTED    1 2
 LV0365
 LV0365.Superseded values are not recommended for survey control.
 LV0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0365.See file dsdata.txt to determine how the superseded data were derived.
 LV0365
 LV0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK832787(NAD 83)
 LV0365
 LV0365_MARKER: DB = BENCH MARK DISK
 LV0365_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0365_SP_SET: PREFAB CONC. POST IN EARTH
 LV0365_STAMPING: L 229 1935
 LV0365_MARK LOGO: CGS   
 LV0365_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0365+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1996
 LV0365
 LV0365  HISTORY     - Date     Condition        Report By
 LV0365  HISTORY     - 1935     MONUMENTED       CGS
 LV0365  HISTORY     - 1963     GOOD             CGS
 LV0365  HISTORY     - 19921007 GOOD             NGS
 LV0365  HISTORY     - 19960327 GOOD             NGS
 LV0365
 LV0365                          STATION DESCRIPTION
 LV0365
 LV0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 LV0365'1.5 MI S FROM CAPETOWN.
 LV0365'1.5 MILES SOUTH ALONG THE FERNDALE-PETROLIA ROAD FROM THE BEAR
 LV0365'RIVER BRIDGE AT CAPETOWN, 35 FEET EAST OF THE CENTER LINE OF THE
 LV0365'ROAD AND 24 FEET SOUTH OF THE CENTER LINE OF THE FIRST SIDE ROAD
 LV0365'NORTH OF THE TOP OF THE HILL, 2 FEET WEST OF A WIRE FENCE SET
 LV0365'IN A 6 INCH SQUARE CONCRETE MONUMENT, PROJECTING 3 INCHES.
 LV0365
 LV0365                          STATION RECOVERY (1992)
 LV0365
 LV0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0365'24.3 KM (15.10 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV0365'INTERSECTION OF CHAMBERS ROAD AT THE MATTOLE UNION SCHOOL IN
 LV0365'PETROLIA, 11.5 M (37.7 FT) EAST OF THE ROAD CENTERLINE, 8.3 M
 LV0365'(27.2 FT) SOUTH OF THE CENTER OF A GRAVELED ROAD, 2.5 M (8.2 FT)
 LV0365'SOUTH OF A FENCE CORNER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD,
 LV0365'0.6 M (2.0 FT) WEST OF THE FENCE, 0.3 M (1.0 FT) EAST OF A WITNESS
 LV0365'POST, AND THE MONUMENT PROJECTS 0.05 M (0.16 FT) ABOVE THE GROUND
 LV0365'SURFACE.
 LV0365
 LV0365                          STATION RECOVERY (1996)
 LV0365
 LV0365'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (JGF)
 LV0365'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1265 ***********************************************************************
 LU1265  DESIGNATION -  M 1084
 LU1265  PID         -  LU1265
 LU1265  STATE/COUNTY-  CA/HUMBOLDT
 LU1265  USGS QUAD   -  MIRANDA (1970)
 LU1265
 LU1265                         *CURRENT SURVEY CONTROL
 LU1265  ___________________________________________________________________
 LU1265* NAD 83(1986)-  40 07 53.     (N)    123 49 03.     (W)     SCALED    
 LU1265* NAVD 88     -       118.837  (meters)     389.88   (feet)  ADJUSTED  
 LU1265  ___________________________________________________________________
 LU1265  GEOID HEIGHT-         -30.49  (meters)                     GEOID09
 LU1265  DYNAMIC HT  -         118.770 (meters)     389.66  (feet)  COMP
 LU1265  MODELED GRAV-     980,065.7   (mgal)                       NAVD 88
 LU1265
 LU1265  VERT ORDER  -  FIRST     CLASS II
 LU1265
 LU1265.The horizontal coordinates were scaled from a topographic map and have
 LU1265.an estimated accuracy of +/- 6 seconds.
 LU1265.
 LU1265.The orthometric height was determined by differential leveling and
 LU1265.adjusted in December 1992.
 LU1265
 LU1265.The geoid height was determined by GEOID09.
 LU1265
 LU1265.The dynamic height is computed by dividing the NAVD 88
 LU1265.geopotential number by the normal gravity value computed on the
 LU1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1265.degrees latitude (g = 980.6199 gals.).
 LU1265
 LU1265.The modeled gravity was interpolated from observed gravity values.
 LU1265
 LU1265;                    North         East    Units  Estimated Accuracy
 LU1265;SPC CA 1     -   590,220.    1,845,110.      MT  (+/- 180 meters Scaled)
 LU1265
 LU1265                          SUPERSEDED SURVEY CONTROL
 LU1265
 LU1265  NAVD 88 (06/15/91)  118.837  (m)          389.88   (f) UNKNOWN     1 2
 LU1265  NGVD 29 (12/02/92)  117.907  (m)          386.83   (f) ADJUSTED    1 2
 LU1265
 LU1265.Superseded values are not recommended for survey control.
 LU1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1265.See file dsdata.txt to determine how the superseded data were derived.
 LU1265
 LU1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK303426(NAD 83)
 LU1265
 LU1265_MARKER: DB = BENCH MARK DISK
 LU1265_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1265_SP_SET: HEADWALL
 LU1265_STAMPING: M 1084 1967
 LU1265_MARK LOGO: CGS   
 LU1265_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1265+STABILITY: SURFACE MOTION
 LU1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1265+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1265
 LU1265  HISTORY     - Date     Condition        Report By
 LU1265  HISTORY     - 1967     MONUMENTED       CGS
 LU1265  HISTORY     - 19880329 GOOD             NGS
 LU1265  HISTORY     - 19920729 GOOD             NGS
 LU1265
 LU1265                          STATION DESCRIPTION
 LU1265
 LU1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1265'3.6 MI N FROM GARBERVILLE.
 LU1265'3.65 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1265'GARBERVILLE, IN HOLBROOK GROVE STATE PARK, IN THE TOP AND 1.0
 LU1265'FOOT SOUTHWEST OF THE NORTHEAST END OF AN L SHAPED HEAD WALL OF
 LU1265'30-INCH PIPE CULVERT B 190-07, 16 FEET SOUTHEAST OF THE CENTER
 LU1265'LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LU1265
 LU1265                          STATION RECOVERY (1988)
 LU1265
 LU1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1265'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 LU1265'CHANGE--U.S. HIGHWAY 101 TO REDWOOD DRIVE.
 LU1265
 LU1265                          STATION RECOVERY (1992)
 LU1265
 LU1265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1265'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1265'OFFICE IN GARBERVILLE, THENCE 6.0 KM (3.70 MI) NORTHERLY ALONG
 LU1265'REDWOOD DRIVE, IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE
 LU1265'NORTHEAST END OF THE CONCRETE HEADWALL OF A CULVERT, IN HOLBROOK
 LU1265'GROVE STATE PARK, NEAR THE NORTH END OF A HIGHWAY PULLOUT, ON THE
 LU1265'OUTSIDE OF A CURVE, 45.5 M (149.3 FT) NORTH-NORTHEAST OF UTILITY POLE
 LU1265'NUMBER 1191374, AND 4.9 M (16.1 FT) SOUTHEAST OF AND LEVEL WITH THE
 LU1265'DRIVE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1302 ***********************************************************************
 LU1302  DESIGNATION -  M 1085
 LU1302  PID         -  LU1302
 LU1302  STATE/COUNTY-  CA/HUMBOLDT
 LU1302  USGS QUAD   -  WEOTT (1969)
 LU1302
 LU1302                         *CURRENT SURVEY CONTROL
 LU1302  ___________________________________________________________________
 LU1302* NAD 83(1986)-  40 17 39.     (N)    123 53 37.     (W)     SCALED    
 LU1302* NAVD 88     -       107.639  (meters)     353.15   (feet)  ADJUSTED  
 LU1302  ___________________________________________________________________
 LU1302  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 LU1302  DYNAMIC HT  -         107.583 (meters)     352.96  (feet)  COMP
 LU1302  MODELED GRAV-     980,112.4   (mgal)                       NAVD 88
 LU1302
 LU1302  VERT ORDER  -  FIRST     CLASS II
 LU1302
 LU1302.The horizontal coordinates were scaled from a topographic map and have
 LU1302.an estimated accuracy of +/- 6 seconds.
 LU1302.
 LU1302.The orthometric height was determined by differential leveling and
 LU1302.adjusted in December 1992.
 LU1302
 LU1302.The geoid height was determined by GEOID09.
 LU1302
 LU1302.The dynamic height is computed by dividing the NAVD 88
 LU1302.geopotential number by the normal gravity value computed on the
 LU1302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1302.degrees latitude (g = 980.6199 gals.).
 LU1302
 LU1302.The modeled gravity was interpolated from observed gravity values.
 LU1302
 LU1302;                    North         East    Units  Estimated Accuracy
 LU1302;SPC CA 1     -   608,430.    1,839,020.      MT  (+/- 180 meters Scaled)
 LU1302
 LU1302                          SUPERSEDED SURVEY CONTROL
 LU1302
 LU1302  NAVD 88 (06/15/91)  107.639  (m)          353.15   (f) UNKNOWN     1 2
 LU1302  NGVD 29 (12/02/92)  106.692  (m)          350.04   (f) ADJUSTED    1 2
 LU1302
 LU1302.Superseded values are not recommended for survey control.
 LU1302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1302.See file dsdata.txt to determine how the superseded data were derived.
 LU1302
 LU1302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK240607(NAD 83)
 LU1302
 LU1302_MARKER: DB = BENCH MARK DISK
 LU1302_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1302_SP_SET: BRIDGE GUARDRAIL
 LU1302_STAMPING: M 1085 1967
 LU1302_MARK LOGO: CGS   
 LU1302_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1302+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LU1302
 LU1302  HISTORY     - Date     Condition        Report By
 LU1302  HISTORY     - 1967     MONUMENTED       CGS
 LU1302  HISTORY     - 19880325 GOOD             NGS
 LU1302  HISTORY     - 19920730 GOOD             NGS
 LU1302
 LU1302                          STATION DESCRIPTION
 LU1302
 LU1302'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1302'2.6 MI N FROM MYERS FLAT.
 LU1302'2.6 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1302'OVERPASS AT MYERS FLAT, IN THE TOP AND 1.0 FOOT SOUTH OF THE
 LU1302'NORTH END OF THE EAST CONCRETE GUARDRAIL OF WILLIFORD ROAD
 LU1302'UNDERCROSSING NO. 4-117, AT HIGHWAY MILEAGE 30.52, 30 FEET EAST
 LU1302'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 3 1/2 FEET HIGHER THAN
 LU1302'THE HIGHWAY.
 LU1302
 LU1302                          STATION RECOVERY (1988)
 LU1302
 LU1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1302'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  29.6 KM (18.40
 LU1302'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1302'GARBERVILLE.
 LU1302
 LU1302                          STATION RECOVERY (1992)
 LU1302
 LU1302'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1302'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1302'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1302'REDWOOD DRIVE, THENCE 30.8 KM (19.15 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1302'101, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE EAST
 LU1302'CONCRETE BRIDGE RAIL OF THE HIGHWAY OVERPASS OF WILLIFORD ROAD, AT
 LU1302'MILEPOST 30.52, 9.1 M (29.9 FT) EAST OF THE CENTERLINE OF THE
 LU1302'NORTHBOUND LANES OF THE HIGHWAY, AND 1.1 M (3.6 FT) ABOVE THE LEVEL
 LU1302'OF THE HIGHWAY. NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0660 ***********************************************************************
 LV0660  DESIGNATION -  M 1401
 LV0660  PID         -  LV0660
 LV0660  STATE/COUNTY-  CA/HUMBOLDT
 LV0660  USGS QUAD   -  FORTUNA (1972)
 LV0660
 LV0660                         *CURRENT SURVEY CONTROL
 LV0660  ___________________________________________________________________
 LV0660* NAD 83(1986)-  40 33 47.     (N)    124 08 47.     (W)     SCALED    
 LV0660* NAVD 88     -        15.783  (meters)      51.78   (feet)  ADJUSTED  
 LV0660  ___________________________________________________________________
 LV0660  GEOID HEIGHT-         -30.97  (meters)                     GEOID09
 LV0660  DYNAMIC HT  -          15.775 (meters)      51.76  (feet)  COMP
 LV0660  MODELED GRAV-     980,156.7   (mgal)                       NAVD 88
 LV0660
 LV0660  VERT ORDER  -  FIRST     CLASS II
 LV0660
 LV0660.The horizontal coordinates were scaled from a topographic map and have
 LV0660.an estimated accuracy of +/- 6 seconds.
 LV0660.
 LV0660.The orthometric height was determined by differential leveling and
 LV0660.adjusted in December 1992.
 LV0660
 LV0660.The geoid height was determined by GEOID09.
 LV0660
 LV0660.The dynamic height is computed by dividing the NAVD 88
 LV0660.geopotential number by the normal gravity value computed on the
 LV0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0660.degrees latitude (g = 980.6199 gals.).
 LV0660
 LV0660.The modeled gravity was interpolated from observed gravity values.
 LV0660
 LV0660;                    North         East    Units  Estimated Accuracy
 LV0660;SPC CA 1     -   638,770.    1,818,260.      MT  (+/- 180 meters Scaled)
 LV0660
 LV0660                          SUPERSEDED SURVEY CONTROL
 LV0660
 LV0660  NAVD 88 (06/15/91)   15.810  (m)           51.87   (f) UNKNOWN     1 2
 LV0660  NGVD 29 (12/02/92)   14.801  (m)           48.56   (f) ADJUSTED    1 2
 LV0660
 LV0660.Superseded values are not recommended for survey control.
 LV0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0660.See file dsdata.txt to determine how the superseded data were derived.
 LV0660
 LV0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK029908(NAD 83)
 LV0660
 LV0660_MARKER: I = METAL ROD
 LV0660_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0660_SP_SET: STAINLESS STEEL ROD
 LV0660_STAMPING: M 1401 1988
 LV0660_MARK LOGO: NGS   
 LV0660_PROJECTION: FLUSH
 LV0660_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0660_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0660+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0660_ROD/PIPE-DEPTH: 8.5  meters
 LV0660
 LV0660  HISTORY     - Date     Condition        Report By
 LV0660  HISTORY     - 1988     MONUMENTED       NGS
 LV0660  HISTORY     - 19920728 GOOD             NGS
 LV0660
 LV0660                          STATION DESCRIPTION
 LV0660
 LV0660'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0660'4.7 KM (2.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0660'OVERPASS IN FORTUNA, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG DRAKE
 LV0660'HILL ROAD, 20.0 M (65.6 FT) EAST OF THE CENTERLINE OF EEL RIVER
 LV0660'DRIVE, 7.5 M (24.6 FT) NORTH OF THE CENTERLINE OF THE ROAD, 2.7 M
 LV0660'(8.9 FT) SOUTH-SOUTHEAST OF THE MOST SOUTHEASTERLY 1 OF 5 POLES
 LV0660'SUPPORTING A BURL COUNTRY SIGN, 0.4 M (1.3 FT) NORTHEAST OF A FENCE
 LV0660'CORNER, 0.1 M (0.3 FT) WEST OF A WITNESS POST AND FENCE, AND LEVEL
 LV0660'WITH THE ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LV0660'LOGO CAP.
 LV0660
 LV0660                          STATION RECOVERY (1992)
 LV0660
 LV0660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0660'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0660'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0660'THENCE 0.1 KM (0.05 MI) EASTERLY ALONG DRAKE HILL ROAD, 20.0 M
 LV0660'(65.6 FT) EAST OF THE CENTERLINE OF EEL RIVER DRIVE, 7.5 M (24.6 FT)
 LV0660'NORTH OF AND LEVEL WITH THE CENTERLINE OF THE ROAD, 2.7 M (8.9 FT)
 LV0660'SOUTH-SOUTHEAST OF THE MOST SOUTHEASTERLY OF 5 SUPPORT POSTS OF A SIGN
 LV0660'(BURL COUNTRY), 0.4 M (1.3 FT) NORTHEAST OF A FENCE CORNER, AND 0.1 M
 LV0660'(0.3 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 LV0660'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2301 ***********************************************************************
 LU2301  DESIGNATION -  M 1463
 LU2301  PID         -  LU2301
 LU2301  STATE/COUNTY-  CA/HUMBOLDT
 LU2301  USGS QUAD   -  GARBERVILLE (1970)
 LU2301
 LU2301                         *CURRENT SURVEY CONTROL
 LU2301  ___________________________________________________________________
 LU2301* NAD 83(1986)-  40 05 12.     (N)    123 50 17.     (W)     SCALED    
 LU2301* NAVD 88     -       398.973  (meters)    1308.96   (feet)  ADJUSTED  
 LU2301  ___________________________________________________________________
 LU2301  GEOID HEIGHT-         -30.54  (meters)                     GEOID09
 LU2301  DYNAMIC HT  -         398.749 (meters)    1308.23  (feet)  COMP
 LU2301  MODELED GRAV-     980,053.1   (mgal)                       NAVD 88
 LU2301
 LU2301  VERT ORDER  -  FIRST     CLASS II
 LU2301
 LU2301.The horizontal coordinates were scaled from a topographic map and have
 LU2301.an estimated accuracy of +/- 6 seconds.
 LU2301.
 LU2301.The orthometric height was determined by differential leveling and
 LU2301.adjusted in December 1992.
 LU2301
 LU2301.The geoid height was determined by GEOID09.
 LU2301
 LU2301.The dynamic height is computed by dividing the NAVD 88
 LU2301.geopotential number by the normal gravity value computed on the
 LU2301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2301.degrees latitude (g = 980.6199 gals.).
 LU2301
 LU2301.The modeled gravity was interpolated from observed gravity values.
 LU2301
 LU2301;                    North         East    Units  Estimated Accuracy
 LU2301;SPC CA 1     -   585,290.    1,843,260.      MT  (+/- 180 meters Scaled)
 LU2301
 LU2301                          SUPERSEDED SURVEY CONTROL
 LU2301
 LU2301  NGVD 29 (12/02/92)  398.043  (m)         1305.91   (f) ADJUSTED    1 2
 LU2301
 LU2301.Superseded values are not recommended for survey control.
 LU2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2301.See file dsdata.txt to determine how the superseded data were derived.
 LU2301
 LU2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK285377(NAD 83)
 LU2301
 LU2301_MARKER: I = METAL ROD
 LU2301_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU2301_SP_SET: STAINLESS STEEL ROD
 LU2301_STAMPING: M 1463 1992
 LU2301_MARK LOGO: NGS   
 LU2301_PROJECTION: FLUSH
 LU2301_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2301_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2301+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2301_ROD/PIPE-DEPTH: 3.1  meters
 LU2301
 LU2301  HISTORY     - Date     Condition        Report By
 LU2301  HISTORY     - 1992     MONUMENTED       NGS
 LU2301
 LU2301                          STATION DESCRIPTION
 LU2301
 LU2301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2301'3.3 KM (2.05 MI) SOUTHERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU2301'OFFICE IN GARBERVILLE, THENCE 4.0 KM (2.50 MI) NORTHWESTERLY ALONG
 LU2301'OLD BRICELAND ROAD, NEAR THE EAST SIDE OF A PULLOUT ON THE OUTSIDE OF
 LU2301'A SHARP CURVE, 16.8 M (55.1 FT) NORTH OF AND LEVEL WITH THE ROAD
 LU2301'CENTER, 6.0 M (19.7 FT) WEST OF THE EAST EDGE OF THE PULLOUT, AND 0.1
 LU2301'M (0.3 FT) SOUTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT
 LU2301'IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1189 ***********************************************************************
 LV1189  DESIGNATION -  M 1464
 LV1189  PID         -  LV1189
 LV1189  STATE/COUNTY-  CA/HUMBOLDT
 LV1189  USGS QUAD   -  HONEYDEW (1970)
 LV1189
 LV1189                         *CURRENT SURVEY CONTROL
 LV1189  ___________________________________________________________________
 LV1189* NAD 83(1986)-  40 09 11.     (N)    124 02 18.     (W)     SCALED    
 LV1189* NAVD 88     -       440.898  (meters)    1446.51   (feet)  ADJUSTED  
 LV1189  ___________________________________________________________________
 LV1189  GEOID HEIGHT-         -30.64  (meters)                     GEOID09
 LV1189  DYNAMIC HT  -         440.656 (meters)    1445.72  (feet)  COMP
 LV1189  MODELED GRAV-     980,062.8   (mgal)                       NAVD 88
 LV1189
 LV1189  VERT ORDER  -  FIRST     CLASS II
 LV1189
 LV1189.The horizontal coordinates were scaled from a topographic map and have
 LV1189.an estimated accuracy of +/- 6 seconds.
 LV1189.
 LV1189.The orthometric height was determined by differential leveling and
 LV1189.adjusted in December 1992.
 LV1189
 LV1189.The geoid height was determined by GEOID09.
 LV1189
 LV1189.The dynamic height is computed by dividing the NAVD 88
 LV1189.geopotential number by the normal gravity value computed on the
 LV1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1189.degrees latitude (g = 980.6199 gals.).
 LV1189
 LV1189.The modeled gravity was interpolated from observed gravity values.
 LV1189
 LV1189;                    North         East    Units  Estimated Accuracy
 LV1189;SPC CA 1     -   593,040.    1,826,350.      MT  (+/- 180 meters Scaled)
 LV1189
 LV1189                          SUPERSEDED SURVEY CONTROL
 LV1189
 LV1189  NGVD 29 (12/02/92)  439.959  (m)         1443.43   (f) ADJUSTED    1 2
 LV1189
 LV1189.Superseded values are not recommended for survey control.
 LV1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1189.See file dsdata.txt to determine how the superseded data were derived.
 LV1189
 LV1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK115452(NAD 83)
 LV1189
 LV1189_MARKER: I = METAL ROD
 LV1189_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1189_SP_SET: STAINLESS STEEL ROD
 LV1189_STAMPING: M 1464 1992
 LV1189_MARK LOGO: NGS   
 LV1189_PROJECTION: FLUSH
 LV1189_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1189+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1189_ROD/PIPE-DEPTH: 7.3  meters
 LV1189
 LV1189  HISTORY     - Date     Condition        Report By
 LV1189  HISTORY     - 1992     MONUMENTED       NGS
 LV1189
 LV1189                          STATION DESCRIPTION
 LV1189
 LV1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1189'17.4 KM (10.80 MI) SOUTHERLY ALONG WILDER RIDGE ROAD FROM THE JUNCTION
 LV1189'OF MATTOLE ROAD IN HONEYDEW, 5.2 M (17.1 FT) NORTH OF AND LEVEL WITH
 LV1189'THE ROAD CENTER, 3.8 M (12.5 FT) NORTH OF THE NORTHEAST CORNER OF A
 LV1189'CATTLE GUARD, 1.0 M (3.3 FT) WEST OF A GATE SUPPORT POST, AND 0.2 M
 LV1189'(0.7 FT) SOUTH OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM
 LV1189'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1239 ***********************************************************************
 LV1239  DESIGNATION -  M 1465
 LV1239  PID         -  LV1239
 LV1239  STATE/COUNTY-  CA/HUMBOLDT
 LV1239  USGS QUAD   -  BUCKEYE MTN (1970)
 LV1239
 LV1239                         *CURRENT SURVEY CONTROL
 LV1239  ___________________________________________________________________
 LV1239* NAD 83(1986)-  40 17 58.     (N)    124 14 59.     (W)     SCALED    
 LV1239* NAVD 88     -       181.238  (meters)     594.61   (feet)  ADJUSTED  
 LV1239  ___________________________________________________________________
 LV1239  GEOID HEIGHT-         -31.02  (meters)                     GEOID09
 LV1239  DYNAMIC HT  -         181.155 (meters)     594.34  (feet)  COMP
 LV1239  MODELED GRAV-     980,165.8   (mgal)                       NAVD 88
 LV1239
 LV1239  VERT ORDER  -  FIRST     CLASS II
 LV1239
 LV1239.The horizontal coordinates were scaled from a topographic map and have
 LV1239.an estimated accuracy of +/- 6 seconds.
 LV1239.
 LV1239.The orthometric height was determined by differential leveling and
 LV1239.adjusted in December 1992.
 LV1239
 LV1239.The geoid height was determined by GEOID09.
 LV1239
 LV1239.The dynamic height is computed by dividing the NAVD 88
 LV1239.geopotential number by the normal gravity value computed on the
 LV1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1239.degrees latitude (g = 980.6199 gals.).
 LV1239
 LV1239.The modeled gravity was interpolated from observed gravity values.
 LV1239
 LV1239;                    North         East    Units  Estimated Accuracy
 LV1239;SPC CA 1     -   609,730.    1,808,760.      MT  (+/- 180 meters Scaled)
 LV1239
 LV1239                          SUPERSEDED SURVEY CONTROL
 LV1239
 LV1239  NGVD 29 (12/02/92)  180.292  (m)          591.51   (f) ADJUSTED    1 2
 LV1239
 LV1239.Superseded values are not recommended for survey control.
 LV1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1239.See file dsdata.txt to determine how the superseded data were derived.
 LV1239
 LV1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK937617(NAD 83)
 LV1239
 LV1239_MARKER: I = METAL ROD
 LV1239_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1239_SP_SET: STAINLESS STEEL ROD
 LV1239_STAMPING: M 1465 1992
 LV1239_MARK LOGO: NGS   
 LV1239_PROJECTION: FLUSH
 LV1239_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1239+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1239_ROD/PIPE-DEPTH: 7.1  meters
 LV1239
 LV1239  HISTORY     - Date     Condition        Report By
 LV1239  HISTORY     - 1992     MONUMENTED       NGS
 LV1239
 LV1239                          STATION DESCRIPTION
 LV1239
 LV1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1239'5.1 KM (3.15 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV1239'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, AT THE CREST OF A HILL,
 LV1239'0.1 KM (0.05 MI) SOUTH OF THE PETROLIA REFUSE DISPOSAL SITE, 14.3 M
 LV1239'(46.9 FT) SOUTH OF THE CENTER OF A DRIVEWAY AND CATTLE GUARD, 5.2 M
 LV1239'(17.1 FT) EAST OF AND LEVEL WITH THE ROAD CENTERLINE, AND 0.3 M
 LV1239'(1.0 FT) WEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM
 LV1239'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1216 ***********************************************************************
 LV1216  DESIGNATION -  M 1466
 LV1216  PID         -  LV1216
 LV1216  STATE/COUNTY-  CA/HUMBOLDT
 LV1216  USGS QUAD   -  BULL CREEK (1969)
 LV1216
 LV1216                         *CURRENT SURVEY CONTROL
 LV1216  ___________________________________________________________________
 LV1216* NAD 83(1986)-  40 17 10.     (N)    124 03 15.     (W)     SCALED    
 LV1216* NAVD 88     -       835.810  (meters)    2742.15   (feet)  ADJUSTED  
 LV1216  ___________________________________________________________________
 LV1216  GEOID HEIGHT-         -30.63  (meters)                     GEOID09
 LV1216  DYNAMIC HT  -         835.295 (meters)    2740.46  (feet)  COMP
 LV1216  MODELED GRAV-     979,980.3   (mgal)                       NAVD 88
 LV1216
 LV1216  VERT ORDER  -  FIRST     CLASS II
 LV1216
 LV1216.The horizontal coordinates were scaled from a topographic map and have
 LV1216.an estimated accuracy of +/- 6 seconds.
 LV1216.
 LV1216.The orthometric height was determined by differential leveling and
 LV1216.adjusted in December 1992.
 LV1216
 LV1216.The geoid height was determined by GEOID09.
 LV1216
 LV1216.The dynamic height is computed by dividing the NAVD 88
 LV1216.geopotential number by the normal gravity value computed on the
 LV1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1216.degrees latitude (g = 980.6199 gals.).
 LV1216
 LV1216.The modeled gravity was interpolated from observed gravity values.
 LV1216
 LV1216;                    North         East    Units  Estimated Accuracy
 LV1216;SPC CA 1     -   607,840.    1,825,350.      MT  (+/- 180 meters Scaled)
 LV1216
 LV1216                          SUPERSEDED SURVEY CONTROL
 LV1216
 LV1216  NGVD 29 (12/02/92)  834.815  (m)         2738.89   (f) ADJUSTED    1 2
 LV1216
 LV1216.Superseded values are not recommended for survey control.
 LV1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1216.See file dsdata.txt to determine how the superseded data were derived.
 LV1216
 LV1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK103600(NAD 83)
 LV1216
 LV1216_MARKER: I = METAL ROD
 LV1216_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1216_SP_SET: STAINLESS STEEL ROD
 LV1216_STAMPING: M 1466 1992
 LV1216_MARK LOGO: NGS   
 LV1216_PROJECTION: FLUSH
 LV1216_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1216_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1216+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1216_ROD/PIPE-DEPTH: 8.4  meters
 LV1216
 LV1216  HISTORY     - Date     Condition        Report By
 LV1216  HISTORY     - 1992     MONUMENTED       NGS
 LV1216
 LV1216                          STATION DESCRIPTION
 LV1216
 LV1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1216'13.2 KM (8.20 MI) NORTHEASTERLY ALONG MATTOLE ROAD FROM THE JUNCTION
 LV1216'OF WILDER RIDGE ROAD IN HONEYDEW, 20.5 M (67.3 FT) NORTHEAST OF THE
 LV1216'ROAD CENTERLINE, 9.1 M (29.9 FT) NORTH-NORTHEAST OF THE CENTER OF
 LV1216'PANTHER GAP ROAD, 1.4 M (4.6 FT) ABOVE THE LEVEL OF PANTHER GAP ROAD,
 LV1216'0.6 M (2.0 FT) SOUTHEAST OF THE SOUTHEAST END OF A SIGN (HUMBOLDT
 LV1216'REDWOODS STATE PARK), AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST.
 LV1216'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1263 ***********************************************************************
 LV1263  DESIGNATION -  M 1467
 LV1263  PID         -  LV1263
 LV1263  STATE/COUNTY-  CA/HUMBOLDT
 LV1263  USGS QUAD   -  CAPETOWN (1969)
 LV1263
 LV1263                         *CURRENT SURVEY CONTROL
 LV1263  ___________________________________________________________________
 LV1263* NAD 83(1986)-  40 28 23.     (N)    124 21 54.     (W)     SCALED    
 LV1263* NAVD 88     -       157.380  (meters)     516.34   (feet)  ADJUSTED  
 LV1263  ___________________________________________________________________
 LV1263  GEOID HEIGHT-         -31.38  (meters)                     GEOID09
 LV1263  DYNAMIC HT  -         157.308 (meters)     516.10  (feet)  COMP
 LV1263  MODELED GRAV-     980,165.5   (mgal)                       NAVD 88
 LV1263
 LV1263  VERT ORDER  -  FIRST     CLASS II
 LV1263
 LV1263.The horizontal coordinates were scaled from a topographic map and have
 LV1263.an estimated accuracy of +/- 6 seconds.
 LV1263.
 LV1263.The orthometric height was determined by differential leveling and
 LV1263.adjusted in December 1992.
 LV1263
 LV1263.The geoid height was determined by GEOID09.
 LV1263
 LV1263.The dynamic height is computed by dividing the NAVD 88
 LV1263.geopotential number by the normal gravity value computed on the
 LV1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1263.degrees latitude (g = 980.6199 gals.).
 LV1263
 LV1263.The modeled gravity was interpolated from observed gravity values.
 LV1263
 LV1263;                    North         East    Units  Estimated Accuracy
 LV1263;SPC CA 1     -   629,260.    1,799,490.      MT  (+/- 180 meters Scaled)
 LV1263
 LV1263                          SUPERSEDED SURVEY CONTROL
 LV1263
 LV1263  NGVD 29 (12/02/92)  156.420  (m)          513.19   (f) ADJUSTED    1 2
 LV1263
 LV1263.Superseded values are not recommended for survey control.
 LV1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1263.See file dsdata.txt to determine how the superseded data were derived.
 LV1263
 LV1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK842811(NAD 83)
 LV1263
 LV1263_MARKER: I = METAL ROD
 LV1263_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1263_SP_SET: STAINLESS STEEL ROD
 LV1263_STAMPING: M 1467 1992
 LV1263_MARK LOGO: NGS   
 LV1263_PROJECTION: FLUSH
 LV1263_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1263+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1263_ROD/PIPE-DEPTH: 8.4  meters
 LV1263
 LV1263  HISTORY     - Date     Condition        Report By
 LV1263  HISTORY     - 1992     MONUMENTED       NGS
 LV1263
 LV1263                          STATION DESCRIPTION
 LV1263
 LV1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1263'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1263'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1263'AVENUE, THENCE 21.2 KM (13.15 MI) SOUTHERLY ALONG MATTOLE ROAD, ON
 LV1263'THE OUTSIDE OF A SWITCH BACK, 12.7 M (41.7 FT) EAST OF THE ROAD
 LV1263'CENTERLINE, 1.4 M (4.6 FT) NORTHWEST OF THE CENTER OF A GATE, 0.5 M
 LV1263'(1.6 FT) SOUTHWEST OF A FENCE, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 LV1263'POST,  AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS
 LV1263'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1287 ***********************************************************************
 LV1287  DESIGNATION -  M 1468
 LV1287  PID         -  LV1287
 LV1287  STATE/COUNTY-  CA/HUMBOLDT
 LV1287  USGS QUAD   -  FERNDALE (1972)
 LV1287
 LV1287                         *CURRENT SURVEY CONTROL
 LV1287  ___________________________________________________________________
 LV1287* NAD 83(1986)-  40 32 50.     (N)    124 16 34.     (W)     SCALED    
 LV1287* NAVD 88     -       298.016  (meters)     977.74   (feet)  ADJUSTED  
 LV1287  ___________________________________________________________________
 LV1287  GEOID HEIGHT-         -31.26  (meters)                     GEOID09
 LV1287  DYNAMIC HT  -         297.865 (meters)     977.25  (feet)  COMP
 LV1287  MODELED GRAV-     980,112.9   (mgal)                       NAVD 88
 LV1287
 LV1287  VERT ORDER  -  FIRST     CLASS II
 LV1287
 LV1287.The horizontal coordinates were scaled from a topographic map and have
 LV1287.an estimated accuracy of +/- 6 seconds.
 LV1287.
 LV1287.The orthometric height was determined by differential leveling and
 LV1287.adjusted in December 1992.
 LV1287
 LV1287.The geoid height was determined by GEOID09.
 LV1287
 LV1287.The dynamic height is computed by dividing the NAVD 88
 LV1287.geopotential number by the normal gravity value computed on the
 LV1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1287.degrees latitude (g = 980.6199 gals.).
 LV1287
 LV1287.The modeled gravity was interpolated from observed gravity values.
 LV1287
 LV1287;                    North         East    Units  Estimated Accuracy
 LV1287;SPC CA 1     -   637,290.    1,807,230.      MT  (+/- 180 meters Scaled)
 LV1287
 LV1287                          SUPERSEDED SURVEY CONTROL
 LV1287
 LV1287  NGVD 29 (12/02/92)  297.030  (m)          974.51   (f) ADJUSTED    1 2
 LV1287
 LV1287.Superseded values are not recommended for survey control.
 LV1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1287.See file dsdata.txt to determine how the superseded data were derived.
 LV1287
 LV1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK919892(NAD 83)
 LV1287
 LV1287_MARKER: I = METAL ROD
 LV1287_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1287_SP_SET: STAINLESS STEEL ROD
 LV1287_STAMPING: M 1468 1992
 LV1287_MARK LOGO: NGS   
 LV1287_PROJECTION: FLUSH
 LV1287_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1287+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1287_ROD/PIPE-DEPTH: 7.7  meters
 LV1287
 LV1287  HISTORY     - Date     Condition        Report By
 LV1287  HISTORY     - 1992     MONUMENTED       NGS
 LV1287
 LV1287                          STATION DESCRIPTION
 LV1287
 LV1287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1287'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1287'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1287'AVENUE, THENCE 3.8 KM (2.35 MI) SOUTHERLY ALONG MATTOLE ROAD, ACROSS
 LV1287'THE ROAD FROM THE SOUTH END OF A PULLOUT ON THE OUTSIDE OF A CURVE,
 LV1287'6.6 M (21.7 FT) NORTHWEST OF THE ROAD CENTERLINE, 0.3 M (1.0 FT)
 LV1287'BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) SOUTHEAST OF A WITNESS
 LV1287'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LV1287'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0366 ***********************************************************************
 LV0366  DESIGNATION -  M 229
 LV0366  PID         -  LV0366
 LV0366  STATE/COUNTY-  CA/HUMBOLDT
 LV0366  USGS QUAD   -  CAPE MENDOCINO (1969)
 LV0366
 LV0366                         *CURRENT SURVEY CONTROL
 LV0366  ___________________________________________________________________
 LV0366* NAD 83(1986)-  40 26 09.     (N)    124 24 07.     (W)     SCALED    
 LV0366* NAVD 88     -        93.880  (meters)     308.00   (feet)  ADJUSTED  
 LV0366  ___________________________________________________________________
 LV0366  GEOID HEIGHT-         -31.57  (meters)                     GEOID09
 LV0366  DYNAMIC HT  -          93.837 (meters)     307.86  (feet)  COMP
 LV0366  MODELED GRAV-     980,174.0   (mgal)                       NAVD 88
 LV0366
 LV0366  VERT ORDER  -  FIRST     CLASS II
 LV0366
 LV0366.The horizontal coordinates were scaled from a topographic map and have
 LV0366.an estimated accuracy of +/- 6 seconds.
 LV0366.
 LV0366.The orthometric height was determined by differential leveling and
 LV0366.adjusted in December 1992.
 LV0366
 LV0366.The geoid height was determined by GEOID09.
 LV0366
 LV0366.The dynamic height is computed by dividing the NAVD 88
 LV0366.geopotential number by the normal gravity value computed on the
 LV0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0366.degrees latitude (g = 980.6199 gals.).
 LV0366
 LV0366.The modeled gravity was interpolated from observed gravity values.
 LV0366
 LV0366;                    North         East    Units  Estimated Accuracy
 LV0366;SPC CA 1     -   625,210.    1,796,240.      MT  (+/- 180 meters Scaled)
 LV0366
 LV0366                          SUPERSEDED SURVEY CONTROL
 LV0366
 LV0366  NGVD 29 (12/02/92)   92.925  (m)          304.87   (f) ADJUSTED    1 2
 LV0366
 LV0366.Superseded values are not recommended for survey control.
 LV0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0366.See file dsdata.txt to determine how the superseded data were derived.
 LV0366
 LV0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK810770(NAD 83)
 LV0366
 LV0366_MARKER: DB = BENCH MARK DISK
 LV0366_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0366_SP_SET: PREFAB CONC. POST IN EARTH
 LV0366_STAMPING: M 229 1935
 LV0366_MARK LOGO: CGS   
 LV0366_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0366+SATELLITE: SATELLITE OBSERVATIONS - October 07, 1992
 LV0366
 LV0366  HISTORY     - Date     Condition        Report By
 LV0366  HISTORY     - 1935     MONUMENTED       CGS
 LV0366  HISTORY     - 1972     GOOD             USGS
 LV0366  HISTORY     - 19921007 GOOD             NGS
 LV0366
 LV0366                          STATION DESCRIPTION
 LV0366
 LV0366'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LV0366'3.8 MI S FROM CAPETOWN.
 LV0366'NEW DESCRIPTION-- 3.8 MILES SOUTH ALONG THE FERNDALE-PETROLIA
 LV0366'ROAD FROM CAPETOWN, HUMBOLDT COUNTY, AT THE FIRST SHARP CURVE
 LV0366'BELOW THE JUNCTION OF A ROAD LEADING TO CAPE MENDOCINA LIGHTHOUSE,
 LV0366'ABOUT 245 FEET NORTHEAST OF THE CENTERLINE OF THE HAIRPIN TURN,
 LV0366'ABOUT 145 FEET NORTH OF THE NORTHMOST POST OF THE TURN, ON A
 LV0366'SMALL FLAT ON THE SIDEHILL, A STANDARD DISK STAMPED M 229 1935
 LV0366'AND SET IN TOP OF A CONCRETE POST.
 LV0366
 LV0366                          STATION RECOVERY (1992)
 LV0366
 LV0366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0366'20.8 KM (12.90 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV0366'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, IN A SMALL FLAT AREA ON
 LV0366'THE SOUTH SLOPE OF A HILL, 45.0 M (147.6 FT) NORTH OF THE ROAD
 LV0366'CENTERLINE, 41.0 M (134.5 FT) NORTH-NORTHEAST OF THE CENTER OF A
 LV0366'GATE, 35.0 M (114.8 FT) NORTH OF A FENCE, 15.0 M (49.2 FT) ABOVE THE
 LV0366'LEVEL OF THE ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND THE
 LV0366'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2205 ***********************************************************************
 LU2205  DESIGNATION -  MATTOLE
 LU2205  PID         -  LU2205
 LU2205  STATE/COUNTY-  CA/HUMBOLDT
 LU2205  USGS QUAD   -  ETTERSBURG (1969)
 LU2205
 LU2205                         *CURRENT SURVEY CONTROL
 LU2205  ___________________________________________________________________
 LU2205* NAD 83(1992)-  40 07 41.56208(N)    123 58 39.40809(W)     ADJUSTED  
 LU2205* NAVD 88     -       519.338  (meters)    1703.86   (feet)  ADJUSTED  
 LU2205  ___________________________________________________________________
 LU2205  EPOCH DATE  -        1991.35
 LU2205  LAPLACE CORR-           0.08  (seconds)                    DEFLEC09
 LU2205  GEOID HEIGHT-         -30.62  (meters)                     GEOID09
 LU2205  DYNAMIC HT  -         519.061 (meters)    1702.95  (feet)  COMP
 LU2205  MODELED GRAV-     980,074.0   (mgal)                       NAVD 88
 LU2205
 LU2205  HORZ ORDER  -  SECOND
 LU2205  VERT ORDER  -  FIRST     CLASS II
 LU2205
 LU2205.The horizontal coordinates were established by classical geodetic methods
 LU2205.and adjusted by the National Geodetic Survey in March 1994.
 LU2205.
 LU2205.The orthometric height was determined by differential leveling and
 LU2205.adjusted in December 1992.
 LU2205
 LU2205.The Laplace correction was computed from DEFLEC09 derived deflections.
 LU2205
 LU2205.The geoid height was determined by GEOID09.
 LU2205
 LU2205.The dynamic height is computed by dividing the NAVD 88
 LU2205.geopotential number by the normal gravity value computed on the
 LU2205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2205.degrees latitude (g = 980.6199 gals.).
 LU2205
 LU2205.The modeled gravity was interpolated from observed gravity values.
 LU2205
 LU2205;                    North         East     Units Scale Factor Converg.
 LU2205;SPC CA 1     -   590,164.562 1,831,459.572   MT  0.99997018   -1 17 35.3
 LU2205;SPC CA 1     - 1,936,231.57  6,008,713.61   sFT  0.99997018   -1 17 35.3
 LU2205;SPC CA 2     -   775,097.996 1,831,439.937   MT  1.00008070   -1 14 48.6
 LU2205;SPC CA 2     - 2,542,967.34  6,008,649.19   sFT  1.00008070   -1 14 48.6
 LU2205;UTM  10      - 4,442,445.625   416,706.806   MT  0.99968540   -0 37 48.4
 LU2205
 LU2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LU2205!SPC CA 1     -   0.99992334  x   0.99997018  =   0.99989352
 LU2205!SPC CA 2     -   0.99992334  x   1.00008070  =   1.00000403
 LU2205!UTM  10      -   0.99992334  x   0.99968540  =   0.99960876
 LU2205
 LU2205:                Primary Azimuth Mark                     Grid Az
 LU2205:SPC CA 1     -  MATTOLE RM 3                             109 18 05.5
 LU2205:SPC CA 2     -  MATTOLE RM 3                             109 15 18.8
 LU2205:UTM  10      -  MATTOLE RM 3                             108 38 18.6
 LU2205
 LU2205|---------------------------------------------------------------------|
 LU2205| PID    Reference Object                     Distance      Geod. Az  |
 LU2205|                                                           dddmmss.s |
 LU2205| LU2321 MATTOLE RM 1                          6.077 METERS 01421     |
 LU2205| LU2320 MATTOLE RM 3                                       1080030.2 |
 LU2205| DB5420 MATTOLE AZ MK                                      1122402.9 |
 LU2205| LU2322 MATTOLE RM 2                          7.397 METERS 25832     |
 LU2205|---------------------------------------------------------------------|
 LU2205
 LU2205                          SUPERSEDED SURVEY CONTROL
 LU2205
 LU2205  NAD 83(1986)-  40 07 41.54120(N)    123 58 39.36692(W) AD(1984.00) 2
 LU2205  NAD 27      -  40 07 42.03300(N)    123 58 35.25700(W) AD(       ) 2
 LU2205  NGVD 29 (12/02/92)  518.410  (m)         1700.82   (f) ADJUSTED    1 2
 LU2205
 LU2205.Superseded values are not recommended for survey control.
 LU2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2205.See file dsdata.txt to determine how the superseded data were derived.
 LU2205
 LU2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK1670642445(NAD 83)
 LU2205
 LU2205_MARKER: DS = TRIANGULATION STATION DISK
 LU2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU2205_SP_SET: CONCRETE POST
 LU2205_STAMPING: MATTOLE 1942
 LU2205_MARK LOGO: CGS   
 LU2205_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU2205+STABILITY: SURFACE MOTION
 LU2205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU2205+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 LU2205
 LU2205  HISTORY     - Date     Condition        Report By
 LU2205  HISTORY     - 1942     MONUMENTED       CGS
 LU2205  HISTORY     - 1942     GOOD             CGS
 LU2205  HISTORY     - 1973     SEE DESCRIPTION  NGS
 LU2205  HISTORY     - 19920819 GOOD             NGS
 LU2205
 LU2205                          STATION DESCRIPTION
 LU2205
 LU2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (JCS)
 LU2205'LOCATED ABOUT 2 MILES SE OF ETTERSBURG, 4 MILES WNW OF BRICELAND,
 LU2205'1-1/2 MILES E OF THE MATTOLE RIVER, 10 MILES WNW OF GARBERVILLE,
 LU2205'AND 1/2 MILE N OF THE HARRY STUMP RANCHHOUSE AND ON THE
 LU2205'PROPERTY BELONGING TO HIM.  STATION IS ON THE SOUTHEASTERN AND
 LU2205'HIGHER OF TWO BALD GRASSY HILLS AND ABOUT 300 YARDS W OF THE
 LU2205'SUMMIT OF PASS ON MAIN ROAD THROUGH THIS SECTION.
 LU2205'
 LU2205'STATION MARK IS A BRONZE DISK SET IN A 10-INCH BLOCK OF CONCRETE
 LU2205'PROJECTING 5 INCHES ABOVE THE GROUND STAMPED MATTOLE 1942.
 LU2205'LOCATED 26 FEET N OF AN E AND W FENCE LINE ON THE S SLOPE OF
 LU2205'THE HILL, AND 6 FEET NW OF A 4 BY 4 WHITE WITNESS POST.
 LU2205'
 LU2205'UNDERGROUND MARK IS A BRONZE DISK SET IN A 6-INCH BLOCK OF
 LU2205'CONCRETE 32 INCHES BELOW THE GROUND STAMPED MATTOLE 1942.
 LU2205'
 LU2205'REFERENCE MARK NO. 1 IS A BRONZE DISK SET IN A 10-INCH BLOCK
 LU2205'OF CONCRETE PROJECTING 5 INCHES ABOVE THE GROUND STAMPED
 LU2205'METTOLE NO. 1 1942.  LOCATED ON THE N SLOPE OF THE HILL, 46
 LU2205'FEET N OF E-AND-W FENCE LINE, AND 24 INCHES LOWER THAN THE
 LU2205'STATION.
 LU2205'
 LU2205'REFERENCE MARK NO. 2 IS A BRONZE DISK SET IN A 10-INCH BLOCK
 LU2205'OF CONCRETE PROJECTING 6 INCHES ABOVE THE GROUND STAMPED
 LU2205'METTOLE NO. 2 1942.  LOCATED ON THE SW SLOPE OF THE HILL,
 LU2205'18 FEET N OF E-AND-W FENCE LINE, AND ABOUT 12 INCHES LOWER THAN
 LU2205'THE STATION.
 LU2205'
 LU2205'AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE IN A BOULDER,
 LU2205'FLAT-TOPPED, 6 FEET LONG AND 3 FEET WIDE.  MARK IS STAMPED
 LU2205'METTOLE 1942, AND IS LOCATED 20 FEET W OF CENTER LINE OF ROAD,
 LU2205'4 FEET E OF FENCE LINE, 1/4 MILE SE OF STATION, 1/4 MILE N ON
 LU2205'MAIN-TRAVELED ROAD FROM SIGN HARRY STUMP--WOLF RANCH, AND 0.5
 LU2205'MILE S OF GATE ON ROAD LEADING TO THE STATION.
 LU2205'
 LU2205'REACHED FROM GARBERVILLE BY GOING N ON U.S. HIGHWAY 101 FOR
 LU2205'2.6 MILES TO OILED ROAD LEADING OFF THE HIGHWAY TO THE LEFT
 LU2205'AND SIGN BRICELAND 6.  TAKE OILED ROAD TO THE LEFT AND GO 6.3
 LU2205'MILES TO INTERSECTION OF ROADS AND SIGN BRICELAND 0.2, ETTERSBURG
 LU2205'11.  TAKE RIGHT FORK AND GO THROUGH BRICELAND FOR 4.6 MILES
 LU2205'WESTERLY TO FORKS AND SIGN ETTERSBURG 7, PETROLIA 36.  (LEFT
 LU2205'FORK READS SHELTER COVE 13.) TAKE RIGHT FORK NNW FOR 4.2 MILES
 LU2205'TO RANCH ROAD TO THE LEFT AND SIGN HARRY STUMP--WOLF RANCH.
 LU2205'KEEP STRAIGHT AHEAD ON THE MAIN-TRAVELED ROAD FOR 0.15 MILE
 LU2205'TO SUMMIT OF PASS AND GATE ON THE LEFT OR W SIDE OF THE ROAD.
 LU2205'GO THROUGH GATE AND FOLLOW TRAIL WESTERLY FOR APPROXIMATELY
 LU2205'300 YARDS TO THE SUMMIT OF HILL AND THE STATION.
 LU2205'
 LU2205'HEIGHT OF LIGHT ABOVE STATION MARK - 1.3 METERS.
 LU2205
 LU2205                          STATION RECOVERY (1942)
 LU2205
 LU2205'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 LU2205'RECOVERED IN GOOD CONDITION.
 LU2205
 LU2205                          STATION RECOVERY (1973)
 LU2205
 LU2205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN)
 LU2205'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 LU2205'GOOD CONDITION.  THE AZIMUTH MARK BOULDER WAS FOUND ON TOP OF
 LU2205'THE GROUND ABOUT 30 FEET OUT OF POSITION.  THE DISK WAS REMOVED
 LU2205'AND A NEW AZIMUTH MARK WAS SET ON THIS DATE.  THE DISTANCES
 LU2205'AND DIRECTIONS TO REFERENCE MARKS 1 AND 2 MEASURED ON THIS
 LU2205'DATE AGREED WITH THE 1942 MEASUREMENTS.  A COMPLETE DESCRIPTION
 LU2205'FOLLOWS--
 LU2205'
 LU2205'THE STATION IS LOCATED AIRLINE ABOUT 10 MILES WEST-NORTHWEST
 LU2205'OF GARBERVILLE, 4-1/4 MILES WEST-NORTHWEST OF BRICELAND,
 LU2205'1-1/4 MILES SOUTHEAST OF ETTERSBURG, 1/2 MILE NORTH OF THE FRED
 LU2205'WOLF RANCHHOUSE, ON THE SOUTHEAST AND HIGHER OF TWO BALD,
 LU2205'GRASSY HILLS, NEAR THE CENTER OF SEC. 8, T. 4 S, R. 2 E,
 LU2205'AND ON PROPERTY OWNED BY FRED WOLF.
 LU2205'
 LU2205'TO REACH THE STATION FROM THE POST OFFICE AT GARBERVILLE GO
 LU2205'NORTH AND NORTHWEST ON REDWOOD DRIVE 2.9 MILES TO A ROAD
 LU2205'JUNCTION AT REDWAY.  TURN LEFT AT A SIGN BRICELAND 6 AND GO WEST
 LU2205'ON BRICELAND ROAD 5.7 MILES TO BRICELAND.  PASS THROUGH
 LU2205'BRICELAND AND CONTINUE WEST AND SOUTHWEST TOWARDS SHELTER
 LU2205'COVE 4.4 MILES TO A FORK.  TAKE THE RIGHT FORK AS PER SIGN
 LU2205'ETTERSBURG 7 AND GO NORTHWEST 3.8 MILES TO A GATE AT A SIGN
 LU2205'WOLF RANCH ON THE LEFT.  (PERMISSION TO ENTER MUST BE OBTAINED
 LU2205'HERE.) CONTINUE NORTHWEST ON THE ROAD 0.1 MILE TO THE
 LU2205'AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHWEST ON THE ROAD
 LU2205'0.05 MILE TO THE SUMMIT OF THE GRADE AN A GATE ON THE LEFT.
 LU2205'PASS THROUGH THE GATE AND GO WEST UPHILL 0.2 MILE TO
 LU2205'THE HIGHEST POINT AND THE STATION SITE.
 LU2205'
 LU2205'THE SURFACE STATION MARK IS A C AND GS TRIANGULATION STATION
 LU2205'DISK STAMPED MATTOLE 1942 SET IN THE TOP OF A 10-INCH SQUARE
 LU2205'CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND AND IS
 LU2205'ON THE HIGHEST POINT OF THE HILL.
 LU2205'
 LU2205'REFERENCE MARK 1 IS A C AND GS REFERENCE MARK DISK STAMPED
 LU2205'MATTOLE NO 1 1942 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 LU2205'POST PROJECTING 0.3 FOOT ABOVE THE GROUND AND IS ABOUT 1-1/2
 LU2205'FEET LOWER THAN THE STATION MARK.
 LU2205'
 LU2205'REFERENCE MARK 2 IS A C AND GS REFERENCE MARK DISK STAMPED
 LU2205'MATTOLE NO 2 1942 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 LU2205'POST PROJECTING 0.2 FOOT ABOVE THE GROUND AND IS ABOUT 1 FOOT
 LU2205'LOWER THAN THE STATION MARK.
 LU2205'
 LU2205'THE AZIMUTH MARK SET ON THIS DATE IS A NGS REFERENCE MARK
 LU2205'DISK STAMPED MATTOLE 1942 NO 3 1973 CEMENTED IN A DRILL HOLE
 LU2205'IN A 4X5-FOOT BOULDER PROJECTING 3 FEET ABOVE THE GROUND
 LU2205'AND IS 60 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 LU2205'4.6 FEET NORTHWEST OF A METAL WITNESS POST, AND ABOUT 10 FEET
 LU2205'HIGHER THAN THE ROAD.
 LU2205'
 LU2205'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/4 MILES
 LU2205'SE OF ETTERSBURG
 LU2205
 LU2205                          STATION RECOVERY (1992)
 LU2205
 LU2205'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU2205'0.1 KM (0.05 MI) NORTHERLY ALONG REDWOOD DRIVE FROM THE POST OFFICE IN
 LU2205'REDWAY, THENCE 16.3 KM (10.10 MI) WESTERLY ALONG BRICELAND ROAD,
 LU2205'THENCE 6.3 KM (3.90 MI) NORTHWESTERLY ALONG WILDER RIDGE ROAD, THENCE
 LU2205'0.3 KM (0.20 MI) WESTERLY ACROSS COUNTRY TO THE HIGHEST POINT OF A
 LU2205'HILL, NEAR THE SOUTH EDGE OF THE HIGH POINT OF THE HILL, 7.4 M
 LU2205'(24.3 FT) EAST-NORTHEAST OF REFERENCE MARK 2, 6.0 M (19.7 FT) SOUTH
 LU2205'OF REFERENCE MARK 1, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE
 LU2205'THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2321 ***********************************************************************
 LU2321  DESIGNATION -  MATTOLE RM 1
 LU2321  PID         -  LU2321
 LU2321  STATE/COUNTY-  CA/HUMBOLDT
 LU2321  USGS QUAD   -  ETTERSBURG (1969)
 LU2321
 LU2321                         *CURRENT SURVEY CONTROL
 LU2321  ___________________________________________________________________
 LU2321* NAD 83(1986)-  40 07 42.     (N)    123 58 39.     (W)     SCALED    
 LU2321* NAVD 88     -       518.861  (meters)    1702.30   (feet)  ADJUSTED  
 LU2321  ___________________________________________________________________
 LU2321  GEOID HEIGHT-         -30.62  (meters)                     GEOID09
 LU2321  DYNAMIC HT  -         518.583 (meters)    1701.38  (feet)  COMP
 LU2321  MODELED GRAV-     980,073.0   (mgal)                       NAVD 88
 LU2321
 LU2321  VERT ORDER  -  FIRST     CLASS II
 LU2321
 LU2321.The horizontal coordinates were scaled from a topographic map and have
 LU2321.an estimated accuracy of +/- 6 seconds.
 LU2321.
 LU2321.The orthometric height was determined by differential leveling and
 LU2321.adjusted in December 1992.
 LU2321
 LU2321.The geoid height was determined by GEOID09.
 LU2321
 LU2321.The dynamic height is computed by dividing the NAVD 88
 LU2321.geopotential number by the normal gravity value computed on the
 LU2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2321.degrees latitude (g = 980.6199 gals.).
 LU2321
 LU2321.The modeled gravity was interpolated from observed gravity values.
 LU2321
 LU2321;                    North         East    Units  Estimated Accuracy
 LU2321;SPC CA 1     -   590,180.    1,831,470.      MT  (+/- 180 meters Scaled)
 LU2321
 LU2321                          SUPERSEDED SURVEY CONTROL
 LU2321
 LU2321  NGVD 29 (12/02/92)  517.932  (m)         1699.25   (f) ADJUSTED    1 2
 LU2321
 LU2321.Superseded values are not recommended for survey control.
 LU2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2321.See file dsdata.txt to determine how the superseded data were derived.
 LU2321
 LU2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK167424(NAD 83)
 LU2321
 LU2321_MARKER: DR = REFERENCE MARK DISK
 LU2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU2321_SP_SET: CONCRETE POST
 LU2321_STAMPING: MATTOLE NO 1 1942
 LU2321_MARK LOGO: CGS   
 LU2321_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU2321+STABILITY: SURFACE MOTION
 LU2321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU2321+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 LU2321
 LU2321  HISTORY     - Date     Condition        Report By
 LU2321  HISTORY     - 1942     MONUMENTED       CGS
 LU2321  HISTORY     - 19920819 GOOD             NGS
 LU2321
 LU2321                          STATION DESCRIPTION
 LU2321
 LU2321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2321'0.1 KM (0.05 MI) NORTHERLY ALONG REDWOOD DRIVE FROM THE POST OFFICE IN
 LU2321'REDWAY, THENCE 16.3 KM (10.10 MI) WESTERLY ALONG BRICELAND ROAD,
 LU2321'THENCE 6.3 KM (3.90 MI) NORTHWESTERLY ALONG WILDER RIDGE ROAD, THENCE
 LU2321'0.3 KM (0.20 MI) WESTERLY ACROSS COUNTRY TO THE HIGHEST POINT OF A
 LU2321'HILL, 11.4 M (37.4 FT) NORTHEAST OF REFERENCE MARK 2, 6.0 M
 LU2321'(19.7 FT) NORTH OF TRIANGULATION STATION MATTOLE, 0.3 M (1.0 FT)
 LU2321'BELOW THE LEVEL OF THE STATION, AND THE MONUMENT PROJECTS 0.05 M
 LU2321'(0.16 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2322 ***********************************************************************
 LU2322  DESIGNATION -  MATTOLE RM 2
 LU2322  PID         -  LU2322
 LU2322  STATE/COUNTY-  CA/HUMBOLDT
 LU2322  USGS QUAD   -  ETTERSBURG (1969)
 LU2322
 LU2322                         *CURRENT SURVEY CONTROL
 LU2322  ___________________________________________________________________
 LU2322* NAD 83(1986)-  40 07 42.     (N)    123 58 39.     (W)     SCALED    
 LU2322* NAVD 88     -       519.091  (meters)    1703.05   (feet)  ADJUSTED  
 LU2322  ___________________________________________________________________
 LU2322  GEOID HEIGHT-         -30.62  (meters)                     GEOID09
 LU2322  DYNAMIC HT  -         518.813 (meters)    1702.14  (feet)  COMP
 LU2322  MODELED GRAV-     980,073.0   (mgal)                       NAVD 88
 LU2322
 LU2322  VERT ORDER  -  FIRST     CLASS II
 LU2322
 LU2322.The horizontal coordinates were scaled from a topographic map and have
 LU2322.an estimated accuracy of +/- 6 seconds.
 LU2322.
 LU2322.The orthometric height was determined by differential leveling and
 LU2322.adjusted in December 1992.
 LU2322
 LU2322.The geoid height was determined by GEOID09.
 LU2322
 LU2322.The dynamic height is computed by dividing the NAVD 88
 LU2322.geopotential number by the normal gravity value computed on the
 LU2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2322.degrees latitude (g = 980.6199 gals.).
 LU2322
 LU2322.The modeled gravity was interpolated from observed gravity values.
 LU2322
 LU2322;                    North         East    Units  Estimated Accuracy
 LU2322;SPC CA 1     -   590,180.    1,831,470.      MT  (+/- 180 meters Scaled)
 LU2322
 LU2322                          SUPERSEDED SURVEY CONTROL
 LU2322
 LU2322  NGVD 29 (12/02/92)  518.161  (m)         1700.00   (f) ADJUSTED    1 2
 LU2322
 LU2322.Superseded values are not recommended for survey control.
 LU2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2322.See file dsdata.txt to determine how the superseded data were derived.
 LU2322
 LU2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK167424(NAD 83)
 LU2322
 LU2322_MARKER: DR = REFERENCE MARK DISK
 LU2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU2322_SP_SET: CONCRETE POST
 LU2322_STAMPING: MATTOLE NO 2 1942
 LU2322_MARK LOGO: CGS   
 LU2322_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU2322+STABILITY: SURFACE MOTION
 LU2322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU2322+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 LU2322
 LU2322  HISTORY     - Date     Condition        Report By
 LU2322  HISTORY     - 1942     MONUMENTED       CGS
 LU2322  HISTORY     - 19920819 GOOD             NGS
 LU2322
 LU2322                          STATION DESCRIPTION
 LU2322
 LU2322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2322'0.1 KM (0.05 MI) NORTHERLY ALONG REDWOOD DRIVE FROM THE POST OFFICE IN
 LU2322'REDWAY, THENCE 16.3 KM (10.10 MI) WESTERLY ALONG BRICELAND ROAD,
 LU2322'THENCE 6.3 KM (3.90 MI) NORTHWESTERLY ALONG WILDER RIDGE ROAD, THENCE
 LU2322'0.3 KM (0.20 MI) WESTERLY ACROSS COUNTRY TO THE HIGHEST POINT OF A
 LU2322'HILL, 11.4 M (37.4 FT) SOUTHWEST OF REFERENCE MARK 1, 7.4 M
 LU2322'(24.3 FT) WEST-SOUTHWEST OF TRIANGULATION STATION MATTOLE, 0.3 M
 LU2322'(1.0 FT) BELOW THE LEVEL OF THE STATION, AND THE MONUMENT PROJECTS
 LU2322'0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2320 ***********************************************************************
 LU2320  DESIGNATION -  MATTOLE RM 3
 LU2320  PID         -  LU2320
 LU2320  STATE/COUNTY-  CA/HUMBOLDT
 LU2320  USGS QUAD   -  ETTERSBURG (1969)
 LU2320
 LU2320                         *CURRENT SURVEY CONTROL
 LU2320  ___________________________________________________________________
 LU2320* NAD 83(1986)-  40 07 40.     (N)    123 58 25.     (W)     SCALED    
 LU2320* NAVD 88     -       481.387  (meters)    1579.35   (feet)  ADJUSTED  
 LU2320  ___________________________________________________________________
 LU2320  GEOID HEIGHT-         -30.62  (meters)                     GEOID09
 LU2320  DYNAMIC HT  -         481.126 (meters)    1578.49  (feet)  COMP
 LU2320  MODELED GRAV-     980,068.2   (mgal)                       NAVD 88
 LU2320
 LU2320  VERT ORDER  -  FIRST     CLASS II
 LU2320
 LU2320.The horizontal coordinates were scaled from a topographic map and have
 LU2320.an estimated accuracy of +/- 6 seconds.
 LU2320.
 LU2320.The orthometric height was determined by differential leveling and
 LU2320.adjusted in December 1992.
 LU2320
 LU2320.The geoid height was determined by GEOID09.
 LU2320
 LU2320.The dynamic height is computed by dividing the NAVD 88
 LU2320.geopotential number by the normal gravity value computed on the
 LU2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2320.degrees latitude (g = 980.6199 gals.).
 LU2320
 LU2320.The modeled gravity was interpolated from observed gravity values.
 LU2320
 LU2320;                    North         East    Units  Estimated Accuracy
 LU2320;SPC CA 1     -   590,110.    1,831,800.      MT  (+/- 180 meters Scaled)
 LU2320
 LU2320                          SUPERSEDED SURVEY CONTROL
 LU2320
 LU2320  NGVD 29 (12/02/92)  480.453  (m)         1576.29   (f) ADJUSTED    1 2
 LU2320
 LU2320.Superseded values are not recommended for survey control.
 LU2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2320.See file dsdata.txt to determine how the superseded data were derived.
 LU2320
 LU2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK170423(NAD 83)
 LU2320
 LU2320_MARKER: DR = REFERENCE MARK DISK
 LU2320_SETTING: 80 = SET IN A BOULDER
 LU2320_SP_SET: IN DRILL HOLE IN A BOULDER
 LU2320_STAMPING: MATTOLE 1942 NO 3 1973
 LU2320_MARK LOGO: NGS   
 LU2320_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU2320+STABILITY: SURFACE MOTION
 LU2320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2320+SATELLITE: SATELLITE OBSERVATIONS - August 19, 1992
 LU2320
 LU2320  HISTORY     - Date     Condition        Report By
 LU2320  HISTORY     - 1973     MONUMENTED       NGS
 LU2320  HISTORY     - 19920819 GOOD             NGS
 LU2320
 LU2320                          STATION DESCRIPTION
 LU2320
 LU2320'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2320'0.1 KM (0.05 MI) NORTHERLY ALONG REDWOOD DRIVE FROM THE POST OFFICE IN
 LU2320'REDWAY, THENCE 16.3 KM (10.10 MI) WESTERLY ALONG BRICELAND ROAD,
 LU2320'THENCE 6.2 KM (3.85 MI) NORTHWESTERLY ALONG WILDER RIDGE ROAD, NEAR
 LU2320'THE CENTER OF A 4 BY 5-FOOT BOULDER THAT PROJECTS 3-FEET ABOVE THE
 LU2320'GROUND SURFACE, 18.3 M (60.0 FT) EAST OF THE ROAD CENTER, 3.0 M
 LU2320'(9.8 FT) ABOVE THE LEVEL OF THE ROAD, AND 1.4 M (4.6 FT) NORTH OF A
 LU2320'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0231 ***********************************************************************
 LV0231  DESIGNATION -  N 100
 LV0231  PID         -  LV0231
 LV0231  STATE/COUNTY-  CA/HUMBOLDT
 LV0231  USGS QUAD   -  FORTUNA (1972)
 LV0231
 LV0231                         *CURRENT SURVEY CONTROL
 LV0231  ___________________________________________________________________
 LV0231* NAD 83(1986)-  40 32 18.     (N)    124 08 45.     (W)     SCALED    
 LV0231* NAVD 88     -        20.091  (meters)      65.92   (feet)  ADJUSTED  
 LV0231  ___________________________________________________________________
 LV0231  GEOID HEIGHT-         -30.98  (meters)                     GEOID09
 LV0231  DYNAMIC HT  -          20.081 (meters)      65.88  (feet)  COMP
 LV0231  MODELED GRAV-     980,151.8   (mgal)                       NAVD 88
 LV0231
 LV0231  VERT ORDER  -  FIRST     CLASS II
 LV0231
 LV0231.The horizontal coordinates were scaled from a topographic map and have
 LV0231.an estimated accuracy of +/- 6 seconds.
 LV0231.
 LV0231.The orthometric height was determined by differential leveling and
 LV0231.adjusted in December 1992.
 LV0231
 LV0231.The geoid height was determined by GEOID09.
 LV0231
 LV0231.The dynamic height is computed by dividing the NAVD 88
 LV0231.geopotential number by the normal gravity value computed on the
 LV0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0231.degrees latitude (g = 980.6199 gals.).
 LV0231
 LV0231.The modeled gravity was interpolated from observed gravity values.
 LV0231
 LV0231;                    North         East    Units  Estimated Accuracy
 LV0231;SPC CA 1     -   636,030.    1,818,240.      MT  (+/- 180 meters Scaled)
 LV0231
 LV0231                          SUPERSEDED SURVEY CONTROL
 LV0231
 LV0231  NAVD 88 (06/15/91)   20.127  (m)           66.03   (f) UNKNOWN     1 2
 LV0231  NGVD 29 (12/02/92)   19.111  (m)           62.70   (f) ADJUSTED    1 2
 LV0231
 LV0231.Superseded values are not recommended for survey control.
 LV0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0231.See file dsdata.txt to determine how the superseded data were derived.
 LV0231
 LV0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK029881(NAD 83)
 LV0231
 LV0231_MARKER: DB = BENCH MARK DISK
 LV0231_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0231_SP_SET: ABUTMENT
 LV0231_STAMPING: N 100 1931
 LV0231_MARK LOGO: CADH  
 LV0231_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0231+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0231
 LV0231  HISTORY     - Date     Condition        Report By
 LV0231  HISTORY     - 1931     MONUMENTED       CADH
 LV0231  HISTORY     - 1967     GOOD             CGS
 LV0231  HISTORY     - 19880224 GOOD             NGS
 LV0231  HISTORY     - 19920728 GOOD             NGS
 LV0231
 LV0231                          STATION DESCRIPTION
 LV0231
 LV0231'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0231'4.3 MI N FROM RIO DELL.
 LV0231'4.3 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0231'RIO DELL, 4.55 MILES SOUTH OF FORTUNA, IN THE TOP OF THE NORTHEAST
 LV0231'END OF THE SOUTHEAST CONCRETE CURB OF CONCRETE BRIDGE OVER VAN
 LV0231'DUZEN RIVER, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHWEST
 LV0231'LANES OF THE HIGHWAY, 0.2 FOOT NORTHEAST OF THE NORTHEAST END
 LV0231'OF THE SOUTHEAST CONCRETE GUARDRAIL, AND ABOUT 1/2 FOOT HIGHER THAN
 LV0231'THE HIGHWAY.
 LV0231
 LV0231                          STATION RECOVERY (1988)
 LV0231
 LV0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0231'RECOVERED IN GOOD CONDITION.
 LV0231
 LV0231                          STATION RECOVERY (1992)
 LV0231
 LV0231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0231'7.4 KM (4.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0231'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, IN
 LV0231'THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT CURB OF A BRIDGE
 LV0231'SPANNING THE VAN DUZEN RIVER, 4.6 M (15.1 FT) SOUTHEAST OF THE CENTER
 LV0231'OF THE NORTHBOUND LANE OF THE HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE
 LV0231'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1266 ***********************************************************************
 LU1266  DESIGNATION -  N 1084
 LU1266  PID         -  LU1266
 LU1266  STATE/COUNTY-  CA/HUMBOLDT
 LU1266  USGS QUAD   -  MIRANDA (1970)
 LU1266
 LU1266                         *CURRENT SURVEY CONTROL
 LU1266  ___________________________________________________________________
 LU1266* NAD 83(1986)-  40 08 08.     (N)    123 48 55.     (W)     SCALED    
 LU1266* NAVD 88     -        91.775  (meters)     301.10   (feet)  ADJUSTED  
 LU1266  ___________________________________________________________________
 LU1266  GEOID HEIGHT-         -30.49  (meters)                     GEOID09
 LU1266  DYNAMIC HT  -          91.724 (meters)     300.93  (feet)  COMP
 LU1266  MODELED GRAV-     980,063.1   (mgal)                       NAVD 88
 LU1266
 LU1266  VERT ORDER  -  FIRST     CLASS II
 LU1266
 LU1266.The horizontal coordinates were scaled from a topographic map and have
 LU1266.an estimated accuracy of +/- 6 seconds.
 LU1266.
 LU1266.The orthometric height was determined by differential leveling and
 LU1266.adjusted in December 1992.
 LU1266
 LU1266.The geoid height was determined by GEOID09.
 LU1266
 LU1266.The dynamic height is computed by dividing the NAVD 88
 LU1266.geopotential number by the normal gravity value computed on the
 LU1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1266.degrees latitude (g = 980.6199 gals.).
 LU1266
 LU1266.The modeled gravity was interpolated from observed gravity values.
 LU1266
 LU1266;                    North         East    Units  Estimated Accuracy
 LU1266;SPC CA 1     -   590,680.    1,845,310.      MT  (+/- 180 meters Scaled)
 LU1266
 LU1266                          SUPERSEDED SURVEY CONTROL
 LU1266
 LU1266  NAVD 88 (06/15/91)   91.778  (m)          301.11   (f) UNKNOWN     1 2
 LU1266  NGVD 29 (12/02/92)   90.846  (m)          298.05   (f) ADJUSTED    1 2
 LU1266
 LU1266.Superseded values are not recommended for survey control.
 LU1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1266.See file dsdata.txt to determine how the superseded data were derived.
 LU1266
 LU1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK305431(NAD 83)
 LU1266
 LU1266_MARKER: DB = BENCH MARK DISK
 LU1266_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1266_SP_SET: HEADWALL
 LU1266_STAMPING: N 1084 1967
 LU1266_MARK LOGO: CGS   
 LU1266_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1266+STABILITY: SURFACE MOTION
 LU1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1266+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1266
 LU1266  HISTORY     - Date     Condition        Report By
 LU1266  HISTORY     - 1967     MONUMENTED       CGS
 LU1266  HISTORY     - 19880329 GOOD             NGS
 LU1266  HISTORY     - 19920729 GOOD             NGS
 LU1266
 LU1266                          STATION DESCRIPTION
 LU1266
 LU1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1266'4 MI N FROM GARBERVILLE.
 LU1266'4.0 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1266'GARBERVILLE, IN HOLBROOK GROVE STATE PARK, IN THE TOP AND 1.0
 LU1266'FOOT SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD
 LU1266'WALL OF 18-INCH PIPE CULVERT B 208+40, 17 FEET SOUTHEAST OF THE
 LU1266'CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LU1266
 LU1266                          STATION RECOVERY (1988)
 LU1266
 LU1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1266'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 LU1266'CHANGE--U.S. HIGHWAY 101 TO REDWOOD DRIVE.
 LU1266
 LU1266                          STATION RECOVERY (1992)
 LU1266
 LU1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1266'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1266'OFFICE IN GARBERVILLE, THENCE 6.6 KM (4.10 MI) NORTHERLY ALONG
 LU1266'REDWOOD DRIVE, IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE
 LU1266'NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF A CULVERT, IN
 LU1266'HOLBROOK GROVE STATE PARK, 11.5 M (37.7 FT) SOUTHEAST OF UTILITY POLE
 LU1266'NUMBER 1166538 WITH 1 GUY CABLE, AND 5.2 M (17.1 FT) SOUTHEAST OF AND
 LU1266'LEVEL WITH THE DRIVE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1303 ***********************************************************************
 LU1303  DESIGNATION -  N 1085
 LU1303  PID         -  LU1303
 LU1303  STATE/COUNTY-  CA/HUMBOLDT
 LU1303  USGS QUAD   -  WEOTT (1969)
 LU1303
 LU1303                         *CURRENT SURVEY CONTROL
 LU1303  ___________________________________________________________________
 LU1303* NAD 83(1986)-  40 17 57.     (N)    123 53 31.     (W)     SCALED    
 LU1303* NAVD 88     -       108.011  (meters)     354.37   (feet)  ADJUSTED  
 LU1303  ___________________________________________________________________
 LU1303  GEOID HEIGHT-         -30.49  (meters)                     GEOID09
 LU1303  DYNAMIC HT  -         107.955 (meters)     354.18  (feet)  COMP
 LU1303  MODELED GRAV-     980,114.0   (mgal)                       NAVD 88
 LU1303
 LU1303  VERT ORDER  -  FIRST     CLASS II
 LU1303
 LU1303.The horizontal coordinates were scaled from a topographic map and have
 LU1303.an estimated accuracy of +/- 6 seconds.
 LU1303.
 LU1303.The orthometric height was determined by differential leveling and
 LU1303.adjusted in December 1992.
 LU1303
 LU1303.The geoid height was determined by GEOID09.
 LU1303
 LU1303.The dynamic height is computed by dividing the NAVD 88
 LU1303.geopotential number by the normal gravity value computed on the
 LU1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1303.degrees latitude (g = 980.6199 gals.).
 LU1303
 LU1303.The modeled gravity was interpolated from observed gravity values.
 LU1303
 LU1303;                    North         East    Units  Estimated Accuracy
 LU1303;SPC CA 1     -   608,980.    1,839,170.      MT  (+/- 180 meters Scaled)
 LU1303
 LU1303                          SUPERSEDED SURVEY CONTROL
 LU1303
 LU1303  NAVD 88 (06/15/91)  108.006  (m)          354.35   (f) UNKNOWN     1 2
 LU1303  NGVD 29 (12/02/92)  107.064  (m)          351.26   (f) ADJUSTED    1 2
 LU1303
 LU1303.Superseded values are not recommended for survey control.
 LU1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1303.See file dsdata.txt to determine how the superseded data were derived.
 LU1303
 LU1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK241613(NAD 83)
 LU1303
 LU1303_MARKER: DB = BENCH MARK DISK
 LU1303_SETTING: 80 = SET IN A BOULDER
 LU1303_SP_SET: IN DRILL HOLE IN A BOULDER
 LU1303_STAMPING: N 1085 1967
 LU1303_MARK LOGO: CGS   
 LU1303_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1303+STABILITY: SURFACE MOTION
 LU1303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1303+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LU1303
 LU1303  HISTORY     - Date     Condition        Report By
 LU1303  HISTORY     - 1967     MONUMENTED       CGS
 LU1303  HISTORY     - 19880325 GOOD             NGS
 LU1303  HISTORY     - 19920730 GOOD             NGS
 LU1303
 LU1303                          STATION DESCRIPTION
 LU1303
 LU1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1303'3 MI N FROM MYERS FLAT.
 LU1303'3.0 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1303'OVERPASS AT MYERS FLAT, ABOUT THE CENTER OF A 6-FOOT-HIGH CUT
 LU1303'BANK, AT THE NORTH END OF A TANGENT, IN THE TOP OF A 6- BY 8-FOOT
 LU1303'SANDSTONE BOULDER PROJECTING ABOUT 3 FEET, 38 FEET WEST OF THE
 LU1303'CENTER LINE OF THE HIGHWAY, 12 FEET WEST OF THE WEST CURB OF
 LU1303'THE HIGHWAY, 5.0 FEET NORTHEAST OF A WITNESS POST, AND ABOUT
 LU1303'6 FEET HIGHER THAN THE HIGHWAY.
 LU1303
 LU1303                          STATION RECOVERY (1988)
 LU1303
 LU1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1303'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  30.6 KM (19.00
 LU1303'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1303'GARBERVILLE.
 LU1303
 LU1303                          STATION RECOVERY (1992)
 LU1303
 LU1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1303'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1303'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1303'REDWOOD DRIVE, THENCE 31.4 KM (19.50 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1303'101, IN A 6 BY 8-FOOT SANDSTONE BOULDER THAT PROJECTS 36-INCHES ABOVE
 LU1303'THE GROUND SURFACE AND IS NEAR THE CENTER OF A HIGHWAY CUT, 11.6 M
 LU1303'(38.1 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 LU1303'HIGHWAY, 1.5 M (4.9 FT) NORTHEAST OF A WITNESS POST, AND 1.5 M
 LU1303'(4.9 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0661 ***********************************************************************
 LV0661  DESIGNATION -  N 1401
 LV0661  PID         -  LV0661
 LV0661  STATE/COUNTY-  CA/HUMBOLDT
 LV0661  USGS QUAD   -  FORTUNA (1972)
 LV0661
 LV0661                         *CURRENT SURVEY CONTROL
 LV0661  ___________________________________________________________________
 LV0661* NAD 83(1986)-  40 33 47.     (N)    124 08 06.     (W)     SCALED    
 LV0661* NAVD 88     -        76.301  (meters)     250.33   (feet)  ADJUSTED  
 LV0661  ___________________________________________________________________
 LV0661  GEOID HEIGHT-         -30.93  (meters)                     GEOID09
 LV0661  DYNAMIC HT  -          76.265 (meters)     250.21  (feet)  COMP
 LV0661  MODELED GRAV-     980,151.4   (mgal)                       NAVD 88
 LV0661
 LV0661  VERT ORDER  -  FIRST     CLASS II
 LV0661
 LV0661.The horizontal coordinates were scaled from a topographic map and have
 LV0661.an estimated accuracy of +/- 6 seconds.
 LV0661.
 LV0661.The orthometric height was determined by differential leveling and
 LV0661.adjusted in December 1992.
 LV0661
 LV0661.The geoid height was determined by GEOID09.
 LV0661
 LV0661.The dynamic height is computed by dividing the NAVD 88
 LV0661.geopotential number by the normal gravity value computed on the
 LV0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0661.degrees latitude (g = 980.6199 gals.).
 LV0661
 LV0661.The modeled gravity was interpolated from observed gravity values.
 LV0661
 LV0661;                    North         East    Units  Estimated Accuracy
 LV0661;SPC CA 1     -   638,750.    1,819,230.      MT  (+/- 180 meters Scaled)
 LV0661
 LV0661                          SUPERSEDED SURVEY CONTROL
 LV0661
 LV0661  NAVD 88 (06/15/91)   76.322  (m)          250.40   (f) UNKNOWN     1 2
 LV0661  NGVD 29 (12/02/92)   75.320  (m)          247.11   (f) ADJUSTED    1 2
 LV0661
 LV0661.Superseded values are not recommended for survey control.
 LV0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0661.See file dsdata.txt to determine how the superseded data were derived.
 LV0661
 LV0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK039908(NAD 83)
 LV0661
 LV0661_MARKER: I = METAL ROD
 LV0661_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0661_SP_SET: STAINLESS STEEL ROD
 LV0661_STAMPING: N 1401 1988
 LV0661_MARK LOGO: NGS   
 LV0661_PROJECTION: FLUSH
 LV0661_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0661+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0661_ROD/PIPE-DEPTH: 5.6  meters
 LV0661
 LV0661  HISTORY     - Date     Condition        Report By
 LV0661  HISTORY     - 1988     MONUMENTED       NGS
 LV0661  HISTORY     - 19920728 GOOD             NGS
 LV0661
 LV0661                          STATION DESCRIPTION
 LV0661
 LV0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0661'4.7 KM (2.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0661'OVERPASS IN FORTUNA, THENCE 1.3 KM (0.80 MI) EASTERLY ALONG DRAKE
 LV0661'HILL ROAD, 8.4 M (27.6 FT) NORTH OF THE CENTERLINE OF THE ROAD, 7.3 M
 LV0661'(24.0 FT) WEST OF THE CENTER OF PENN AVENUE, 1.2 M (3.9 FT) NORTH OF
 LV0661'A FENCE CORNER, 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE, AND
 LV0661'ABOUT LEVEL WITH PENN AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS
 LV0661'THROUGH A 5-INCH LOGO CAP.
 LV0661
 LV0661                          STATION RECOVERY (1992)
 LV0661
 LV0661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0661'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0661'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0661'THENCE 1.4 KM (0.85 MI) EASTERLY ALONG DRAKE HILL ROAD, 8.4 M
 LV0661'(27.6 FT) NORTH OF THE CENTERLINE OF THE ROAD, 7.3 M (24.0 FT) WEST
 LV0661'OF AND LEVEL WITH THE CENTER OF PENN AVENUE, 1.2 M (3.9 FT) NORTH OF
 LV0661'A FENCE CORNER, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND FENCE.
 LV0661'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2302 ***********************************************************************
 LU2302  DESIGNATION -  N 1463
 LU2302  PID         -  LU2302
 LU2302  STATE/COUNTY-  CA/HUMBOLDT
 LU2302  USGS QUAD   -  GARBERVILLE (1970)
 LU2302
 LU2302                         *CURRENT SURVEY CONTROL
 LU2302  ___________________________________________________________________
 LU2302* NAD 83(1986)-  40 05 23.     (N)    123 50 47.     (W)     SCALED    
 LU2302* NAVD 88     -       393.699  (meters)    1291.66   (feet)  ADJUSTED  
 LU2302  ___________________________________________________________________
 LU2302  GEOID HEIGHT-         -30.56  (meters)                     GEOID09
 LU2302  DYNAMIC HT  -         393.474 (meters)    1290.92  (feet)  COMP
 LU2302  MODELED GRAV-     980,042.7   (mgal)                       NAVD 88
 LU2302
 LU2302  VERT ORDER  -  FIRST     CLASS II
 LU2302
 LU2302.The horizontal coordinates were scaled from a topographic map and have
 LU2302.an estimated accuracy of +/- 6 seconds.
 LU2302.
 LU2302.The orthometric height was determined by differential leveling and
 LU2302.adjusted in December 1992.
 LU2302
 LU2302.The geoid height was determined by GEOID09.
 LU2302
 LU2302.The dynamic height is computed by dividing the NAVD 88
 LU2302.geopotential number by the normal gravity value computed on the
 LU2302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2302.degrees latitude (g = 980.6199 gals.).
 LU2302
 LU2302.The modeled gravity was interpolated from observed gravity values.
 LU2302
 LU2302;                    North         East    Units  Estimated Accuracy
 LU2302;SPC CA 1     -   585,650.    1,842,550.      MT  (+/- 180 meters Scaled)
 LU2302
 LU2302                          SUPERSEDED SURVEY CONTROL
 LU2302
 LU2302  NGVD 29 (12/02/92)  392.764  (m)         1288.59   (f) ADJUSTED    1 2
 LU2302
 LU2302.Superseded values are not recommended for survey control.
 LU2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2302.See file dsdata.txt to determine how the superseded data were derived.
 LU2302
 LU2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK278380(NAD 83)
 LU2302
 LU2302_MARKER: I = METAL ROD
 LU2302_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU2302_SP_SET: STAINLESS STEEL ROD
 LU2302_STAMPING: N 1463 1992
 LU2302_MARK LOGO: NGS   
 LU2302_PROJECTION: FLUSH
 LU2302_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2302+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2302_ROD/PIPE-DEPTH: 10.6 meters
 LU2302
 LU2302  HISTORY     - Date     Condition        Report By
 LU2302  HISTORY     - 1992     MONUMENTED       NGS
 LU2302
 LU2302                          STATION DESCRIPTION
 LU2302
 LU2302'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2302'3.3 KM (2.05 MI) SOUTHERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU2302'OFFICE IN GARBERVILLE, THENCE 5.0 KM (3.10 MI) NORTHWESTERLY ALONG
 LU2302'OLD BRICELAND ROAD, IN A SMALL CLEARING BETWEEN TO SMALL HILLS, 35.5
 LU2302'M (116.5 FT) NORTH OF THE EXTENDED CENTER OF A TRACK ROAD LEADING
 LU2302'NORTHWEST, 9.7 M (31.8 FT) EAST OF THE ROAD CENTER, 0.4 M (1.3 FT)
 LU2302'WEST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 LU2302'ROAD.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1190 ***********************************************************************
 LV1190  DESIGNATION -  N 1464
 LV1190  PID         -  LV1190
 LV1190  STATE/COUNTY-  CA/HUMBOLDT
 LV1190  USGS QUAD   -  HONEYDEW (1970)
 LV1190
 LV1190                         *CURRENT SURVEY CONTROL
 LV1190  ___________________________________________________________________
 LV1190* NAD 83(1986)-  40 09 16.     (N)    124 02 43.     (W)     SCALED    
 LV1190* NAVD 88     -       432.135  (meters)    1417.76   (feet)  ADJUSTED  
 LV1190  ___________________________________________________________________
 LV1190  GEOID HEIGHT-         -30.64  (meters)                     GEOID09
 LV1190  DYNAMIC HT  -         431.896 (meters)    1416.98  (feet)  COMP
 LV1190  MODELED GRAV-     980,060.4   (mgal)                       NAVD 88
 LV1190
 LV1190  VERT ORDER  -  FIRST     CLASS II
 LV1190
 LV1190.The horizontal coordinates were scaled from a topographic map and have
 LV1190.an estimated accuracy of +/- 6 seconds.
 LV1190.
 LV1190.The orthometric height was determined by differential leveling and
 LV1190.adjusted in December 1992.
 LV1190
 LV1190.The geoid height was determined by GEOID09.
 LV1190
 LV1190.The dynamic height is computed by dividing the NAVD 88
 LV1190.geopotential number by the normal gravity value computed on the
 LV1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1190.degrees latitude (g = 980.6199 gals.).
 LV1190
 LV1190.The modeled gravity was interpolated from observed gravity values.
 LV1190
 LV1190;                    North         East    Units  Estimated Accuracy
 LV1190;SPC CA 1     -   593,210.    1,825,760.      MT  (+/- 180 meters Scaled)
 LV1190
 LV1190                          SUPERSEDED SURVEY CONTROL
 LV1190
 LV1190  NGVD 29 (12/02/92)  431.194  (m)         1414.68   (f) ADJUSTED    1 2
 LV1190
 LV1190.Superseded values are not recommended for survey control.
 LV1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1190.See file dsdata.txt to determine how the superseded data were derived.
 LV1190
 LV1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK109454(NAD 83)
 LV1190
 LV1190_MARKER: I = METAL ROD
 LV1190_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1190_SP_SET: STAINLESS STEEL ROD
 LV1190_STAMPING: N 1464 1992
 LV1190_MARK LOGO: NGS   
 LV1190_PROJECTION: RECESSED 5 CENTIMETERS
 LV1190_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1190+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1190_ROD/PIPE-DEPTH: 7.0  meters
 LV1190
 LV1190  HISTORY     - Date     Condition        Report By
 LV1190  HISTORY     - 1992     MONUMENTED       NGS
 LV1190
 LV1190                          STATION DESCRIPTION
 LV1190
 LV1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1190'16.8 KM (10.45 MI) SOUTHERLY ALONG WILDER RIDGE ROAD FROM THE JUNCTION
 LV1190'OF MATTOLE ROAD IN HONEYDEW, 9.0 M (29.5 FT) SOUTHWEST OF THE ROAD
 LV1190'CENTER, 7.7 M (25.3 FT) NORTH OF THE CENTER OF A PAVED ROAD AND GATE,
 LV1190'0.7 M (2.3 FT) SOUTHEAST OF A FENCE CORNER, 0.3 M (1.0 FT) ABOVE THE
 LV1190'LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST AND
 LV1190'FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1240 ***********************************************************************
 LV1240  DESIGNATION -  N 1465
 LV1240  PID         -  LV1240
 LV1240  STATE/COUNTY-  CA/HUMBOLDT
 LV1240  USGS QUAD   -  PETROLIA (1969)
 LV1240
 LV1240                         *CURRENT SURVEY CONTROL
 LV1240  ___________________________________________________________________
 LV1240* NAD 83(1986)-  40 18 09.     (N)    124 15 13.     (W)     SCALED    
 LV1240* NAVD 88     -        99.069  (meters)     325.03   (feet)  ADJUSTED  
 LV1240  ___________________________________________________________________
 LV1240  GEOID HEIGHT-         -31.03  (meters)                     GEOID09
 LV1240  DYNAMIC HT  -          99.024 (meters)     324.88  (feet)  COMP
 LV1240  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 LV1240
 LV1240  VERT ORDER  -  FIRST     CLASS II
 LV1240
 LV1240.The horizontal coordinates were scaled from a topographic map and have
 LV1240.an estimated accuracy of +/- 6 seconds.
 LV1240.
 LV1240.The orthometric height was determined by differential leveling and
 LV1240.adjusted in December 1992.
 LV1240
 LV1240.The geoid height was determined by GEOID09.
 LV1240
 LV1240.The dynamic height is computed by dividing the NAVD 88
 LV1240.geopotential number by the normal gravity value computed on the
 LV1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1240.degrees latitude (g = 980.6199 gals.).
 LV1240
 LV1240.The modeled gravity was interpolated from observed gravity values.
 LV1240
 LV1240;                    North         East    Units  Estimated Accuracy
 LV1240;SPC CA 1     -   610,080.    1,808,440.      MT  (+/- 180 meters Scaled)
 LV1240
 LV1240                          SUPERSEDED SURVEY CONTROL
 LV1240
 LV1240  NGVD 29 (12/02/92)   98.123  (m)          321.93   (f) ADJUSTED    1 2
 LV1240
 LV1240.Superseded values are not recommended for survey control.
 LV1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1240.See file dsdata.txt to determine how the superseded data were derived.
 LV1240
 LV1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK934620(NAD 83)
 LV1240
 LV1240_MARKER: I = METAL ROD
 LV1240_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1240_SP_SET: STAINLESS STEEL ROD
 LV1240_STAMPING: N 1465 1992
 LV1240_MARK LOGO: NGS   
 LV1240_PROJECTION: FLUSH
 LV1240_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1240+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1240_ROD/PIPE-DEPTH: 9.7  meters
 LV1240
 LV1240  HISTORY     - Date     Condition        Report By
 LV1240  HISTORY     - 1992     MONUMENTED       NGS
 LV1240
 LV1240                          STATION DESCRIPTION
 LV1240
 LV1240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1240'4.2 KM (2.60 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV1240'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, 11.4 M (37.4 FT) SOUTH OF
 LV1240'AND LEVEL WITH THE ROAD CENTERLINE, 6.8 M (22.3 FT) SOUTHWEST OF
 LV1240'UTILITY POLE NUMBER C-233-P, AND 1.1 M (3.6 FT) NORTH OF A WITNESS
 LV1240'POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LV1240'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1217 ***********************************************************************
 LV1217  DESIGNATION -  N 1466
 LV1217  PID         -  LV1217
 LV1217  STATE/COUNTY-  CA/HUMBOLDT
 LV1217  USGS QUAD   -  BULL CREEK (1969)
 LV1217
 LV1217                         *CURRENT SURVEY CONTROL
 LV1217  ___________________________________________________________________
 LV1217* NAD 83(1986)-  40 17 59.     (N)    124 03 23.     (W)     SCALED    
 LV1217* NAVD 88     -       779.147  (meters)    2556.25   (feet)  ADJUSTED  
 LV1217  ___________________________________________________________________
 LV1217  GEOID HEIGHT-         -30.61  (meters)                     GEOID09
 LV1217  DYNAMIC HT  -         778.687 (meters)    2554.74  (feet)  COMP
 LV1217  MODELED GRAV-     980,008.7   (mgal)                       NAVD 88
 LV1217
 LV1217  VERT ORDER  -  FIRST     CLASS II
 LV1217
 LV1217.The horizontal coordinates were scaled from a topographic map and have
 LV1217.an estimated accuracy of +/- 6 seconds.
 LV1217.
 LV1217.The orthometric height was determined by differential leveling and
 LV1217.adjusted in December 1992.
 LV1217
 LV1217.The geoid height was determined by GEOID09.
 LV1217
 LV1217.The dynamic height is computed by dividing the NAVD 88
 LV1217.geopotential number by the normal gravity value computed on the
 LV1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1217.degrees latitude (g = 980.6199 gals.).
 LV1217
 LV1217.The modeled gravity was interpolated from observed gravity values.
 LV1217
 LV1217;                    North         East    Units  Estimated Accuracy
 LV1217;SPC CA 1     -   609,360.    1,825,190.      MT  (+/- 180 meters Scaled)
 LV1217
 LV1217                          SUPERSEDED SURVEY CONTROL
 LV1217
 LV1217  NGVD 29 (12/02/92)  778.170  (m)         2553.05   (f) ADJUSTED    1 2
 LV1217
 LV1217.Superseded values are not recommended for survey control.
 LV1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1217.See file dsdata.txt to determine how the superseded data were derived.
 LV1217
 LV1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK102615(NAD 83)
 LV1217
 LV1217_MARKER: I = METAL ROD
 LV1217_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1217_SP_SET: STAINLESS STEEL ROD
 LV1217_STAMPING: N 1466 1992
 LV1217_MARK LOGO: NGS   
 LV1217_PROJECTION: RECESSED 2 CENTIMETERS
 LV1217_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1217+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1217_ROD/PIPE-DEPTH: 10.4 meters
 LV1217
 LV1217  HISTORY     - Date     Condition        Report By
 LV1217  HISTORY     - 1992     MONUMENTED       NGS
 LV1217
 LV1217                          STATION DESCRIPTION
 LV1217
 LV1217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1217'14.9 KM (9.25 MI) NORTHEASTERLY ALONG MATTOLE ROAD FROM THE JUNCTION
 LV1217'OF WILDER RIDGE ROAD ROAD IN HONEYDEW, 10.1 M (33.1 FT) EAST OF THE
 LV1217'ROAD CENTERLINE, 9.1 M (29.9 FT) NORTHWEST OF THE CENTER OF A TRACK
 LV1217'ROAD, 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.4 M (1.3 FT)
 LV1217'WEST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LV1217'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1264 ***********************************************************************
 LV1264  DESIGNATION -  N 1467
 LV1264  PID         -  LV1264
 LV1264  STATE/COUNTY-  CA/HUMBOLDT
 LV1264  USGS QUAD   -  CAPETOWN (1969)
 LV1264
 LV1264                         *CURRENT SURVEY CONTROL
 LV1264  ___________________________________________________________________
 LV1264* NAD 83(1986)-  40 28 44.     (N)    124 22 04.     (W)     SCALED    
 LV1264* NAVD 88     -       238.997  (meters)     784.11   (feet)  ADJUSTED  
 LV1264  ___________________________________________________________________
 LV1264  GEOID HEIGHT-         -31.40  (meters)                     GEOID09
 LV1264  DYNAMIC HT  -         238.887 (meters)     783.75  (feet)  COMP
 LV1264  MODELED GRAV-     980,160.5   (mgal)                       NAVD 88
 LV1264
 LV1264  VERT ORDER  -  FIRST     CLASS II
 LV1264
 LV1264.The horizontal coordinates were scaled from a topographic map and have
 LV1264.an estimated accuracy of +/- 6 seconds.
 LV1264.
 LV1264.The orthometric height was determined by differential leveling and
 LV1264.adjusted in December 1992.
 LV1264
 LV1264.The geoid height was determined by GEOID09.
 LV1264
 LV1264.The dynamic height is computed by dividing the NAVD 88
 LV1264.geopotential number by the normal gravity value computed on the
 LV1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1264.degrees latitude (g = 980.6199 gals.).
 LV1264
 LV1264.The modeled gravity was interpolated from observed gravity values.
 LV1264
 LV1264;                    North         East    Units  Estimated Accuracy
 LV1264;SPC CA 1     -   629,910.    1,799,270.      MT  (+/- 180 meters Scaled)
 LV1264
 LV1264                          SUPERSEDED SURVEY CONTROL
 LV1264
 LV1264  NGVD 29 (12/02/92)  238.037  (m)          780.96   (f) ADJUSTED    1 2
 LV1264
 LV1264.Superseded values are not recommended for survey control.
 LV1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1264.See file dsdata.txt to determine how the superseded data were derived.
 LV1264
 LV1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK840818(NAD 83)
 LV1264
 LV1264_MARKER: I = METAL ROD
 LV1264_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LV1264+WITH SETTING: INFORMATION.
 LV1264_SP_SET: METAL ROD DRIVEN INTO GROUND
 LV1264_STAMPING: N 1467 1992
 LV1264_MARK LOGO: NGS   
 LV1264_PROJECTION: FLUSH
 LV1264_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1264+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1264_ROD/PIPE-DEPTH: 1.0  meters
 LV1264
 LV1264  HISTORY     - Date     Condition        Report By
 LV1264  HISTORY     - 1992     MONUMENTED       NGS
 LV1264
 LV1264                          STATION DESCRIPTION
 LV1264
 LV1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1264'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1264'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1264'AVENUE, THENCE 20.4 KM (12.65 MI) SOUTHERLY ALONG MATTOLE ROAD, 0.1
 LV1264'KM (0.05 MI) EAST OF A SHARP CURVE, 4.4 M (14.4 FT) NORTH OF AND
 LV1264'LEVEL WITH THE ROAD CENTERLINE, 1.6 M (5.2 FT) EAST OF A T-FENCE
 LV1264'CORNER, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.
 LV1264'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 LV1264'ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1289 ***********************************************************************
 LV1289  DESIGNATION -  N 1468
 LV1289  PID         -  LV1289
 LV1289  STATE/COUNTY-  CA/HUMBOLDT
 LV1289  USGS QUAD   -  FERNDALE (1972)
 LV1289
 LV1289                         *CURRENT SURVEY CONTROL
 LV1289  ___________________________________________________________________
 LV1289* NAD 83(1986)-  40 34 02.     (N)    124 16 21.     (W)     SCALED    
 LV1289* NAVD 88     -       141.208  (meters)     463.28   (feet)  ADJUSTED  
 LV1289  ___________________________________________________________________
 LV1289  GEOID HEIGHT-         -31.29  (meters)                     GEOID09
 LV1289  DYNAMIC HT  -         141.141 (meters)     463.06  (feet)  COMP
 LV1289  MODELED GRAV-     980,150.1   (mgal)                       NAVD 88
 LV1289
 LV1289  VERT ORDER  -  FIRST     CLASS II
 LV1289
 LV1289.The horizontal coordinates were scaled from a topographic map and have
 LV1289.an estimated accuracy of +/- 6 seconds.
 LV1289.
 LV1289.The orthometric height was determined by differential leveling and
 LV1289.adjusted in December 1992.
 LV1289
 LV1289.The geoid height was determined by GEOID09.
 LV1289
 LV1289.The dynamic height is computed by dividing the NAVD 88
 LV1289.geopotential number by the normal gravity value computed on the
 LV1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1289.degrees latitude (g = 980.6199 gals.).
 LV1289
 LV1289.The modeled gravity was interpolated from observed gravity values.
 LV1289
 LV1289;                    North         East    Units  Estimated Accuracy
 LV1289;SPC CA 1     -   639,500.    1,807,600.      MT  (+/- 180 meters Scaled)
 LV1289
 LV1289                          SUPERSEDED SURVEY CONTROL
 LV1289
 LV1289  NGVD 29 (12/02/92)  140.227  (m)          460.06   (f) ADJUSTED    1 2
 LV1289
 LV1289.Superseded values are not recommended for survey control.
 LV1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1289.See file dsdata.txt to determine how the superseded data were derived.
 LV1289
 LV1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK922914(NAD 83)
 LV1289
 LV1289_MARKER: I = METAL ROD
 LV1289_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1289_SP_SET: STAINLESS STEEL ROD
 LV1289_STAMPING: N 1468 1992
 LV1289_MARK LOGO: NGS   
 LV1289_PROJECTION: FLUSH
 LV1289_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1289+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1289_ROD/PIPE-DEPTH: 6.7  meters
 LV1289
 LV1289  HISTORY     - Date     Condition        Report By
 LV1289  HISTORY     - 1992     MONUMENTED       NGS
 LV1289
 LV1289                          STATION DESCRIPTION
 LV1289
 LV1289'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1289'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1289'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1289'AVENUE, THENCE 1.3 KM (0.80 MI) SOUTHERLY ALONG MATTOLE ROAD, 7.1 M
 LV1289'(23.3 FT) WEST OF AND LEVEL WITH THE ROAD CENTERLINE, 6.0 M
 LV1289'(19.7 FT) SOUTH OF THE CENTER OF CAMELOT LANE, AND 0.5 M (1.6 FT)
 LV1289'SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LV1289'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0399 ***********************************************************************
 LV0399  DESIGNATION -  N 649
 LV0399  PID         -  LV0399
 LV0399  STATE/COUNTY-  CA/HUMBOLDT
 LV0399  USGS QUAD   -  TAYLOR PEAK (1969)
 LV0399
 LV0399                         *CURRENT SURVEY CONTROL
 LV0399  ___________________________________________________________________
 LV0399* NAD 83(1986)-  40 28 59.     (N)    124 07 54.     (W)     SCALED    
 LV0399* NAVD 88     -       244.672  (meters)     802.73   (feet)  ADJUSTED  
 LV0399  ___________________________________________________________________
 LV0399  GEOID HEIGHT-         -30.86  (meters)                     GEOID09
 LV0399  DYNAMIC HT  -         244.548 (meters)     802.32  (feet)  COMP
 LV0399  MODELED GRAV-     980,110.6   (mgal)                       NAVD 88
 LV0399
 LV0399  VERT ORDER  -  FIRST     CLASS II
 LV0399
 LV0399.The horizontal coordinates were scaled from a topographic map and have
 LV0399.an estimated accuracy of +/- 6 seconds.
 LV0399.
 LV0399.The orthometric height was determined by differential leveling and
 LV0399.adjusted in December 1992.
 LV0399
 LV0399.The geoid height was determined by GEOID09.
 LV0399
 LV0399.The dynamic height is computed by dividing the NAVD 88
 LV0399.geopotential number by the normal gravity value computed on the
 LV0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0399.degrees latitude (g = 980.6199 gals.).
 LV0399
 LV0399.The modeled gravity was interpolated from observed gravity values.
 LV0399
 LV0399;                    North         East    Units  Estimated Accuracy
 LV0399;SPC CA 1     -   629,860.    1,819,290.      MT  (+/- 180 meters Scaled)
 LV0399
 LV0399                          SUPERSEDED SURVEY CONTROL
 LV0399
 LV0399  NGVD 29 (12/02/92)  243.694  (m)          799.52   (f) ADJUSTED    1 2
 LV0399
 LV0399.Superseded values are not recommended for survey control.
 LV0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0399.See file dsdata.txt to determine how the superseded data were derived.
 LV0399
 LV0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK040819(NAD 83)
 LV0399
 LV0399_MARKER: DB = BENCH MARK DISK
 LV0399_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0399_SP_SET: PREFAB CONC. POST IN EARTH
 LV0399_STAMPING: N 649 1942
 LV0399_MARK LOGO: CGS   
 LV0399_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0399+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1992
 LV0399
 LV0399  HISTORY     - Date     Condition        Report By
 LV0399  HISTORY     - 1942     MONUMENTED       CGS
 LV0399  HISTORY     - 1972     GOOD             USGS
 LV0399  HISTORY     - 19921017 GOOD             NGS
 LV0399
 LV0399                          STATION DESCRIPTION
 LV0399
 LV0399'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LV0399'2 MI SW FROM WILDWOOD.
 LV0399'RIO DELL POST OFFICE, 0.1 MI. SE. OF ALONG REDWOOD AVE., THENCE
 LV0399'2.0 MI. SW. ALONG MONUMENT ROAD, ABOUT 300 FT. NORTH OF A HOUSE
 LV0399'IN A SADDLE, 28 FT. NORTH OF GATE TO A FIELD, 16 FT. NW. OF
 LV0399'CENTERLINE OF RD., 3 FT. NORTH OF A FENCE CORNER, INSIDE THE
 LV0399'CORNER, ON TOP OF A CONCRETE POST, A STANDARD C AND GS DISK
 LV0399'STAMPED 2 X N 649 1942.
 LV0399
 LV0399                          STATION RECOVERY (1992)
 LV0399
 LV0399'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0399'0.2 KM (0.10 MI) SOUTHEASTERLY ALONG WILDWOOD AVENUE FROM THE POST
 LV0399'OFFICE IN RIO DELL, THENCE 3.1 KM (1.90 MI) SOUTHWESTERLY ALONG
 LV0399'MONUMENT ROAD, 4.7 M (15.4 FT) WEST OF AND LEVEL WITH THE ROAD
 LV0399'CENTER, 3.4 M (11.2 FT) NORTH OF THE CENTER OF A FIELD ENTRANCE, 0.8
 LV0399'M (2.6 FT) NORTH OF THE NORTHEAST END OF A FENCE, 0.3 M (1.0 FT) EAST
 LV0399'OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE
 LV0399'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0371 ***********************************************************************
 LV0371  DESIGNATION -  NEW DOMINGO RESET
 LV0371  PID         -  LV0371
 LV0371  STATE/COUNTY-  CA/HUMBOLDT
 LV0371  USGS QUAD   -  PETROLIA (1969)
 LV0371
 LV0371                         *CURRENT SURVEY CONTROL
 LV0371  ___________________________________________________________________
 LV0371* NAD 83(1992)-  40 22 07.00600(N)    124 21 38.10800(W)     ADJUSTED  
 LV0371* NAVD 88     -        11.029  (meters)      36.18   (feet)  ADJUSTED  
 LV0371  ___________________________________________________________________
 LV0371  EPOCH DATE  -        1991.35
 LV0371  LAPLACE CORR-           9.94  (seconds)                    DEFLEC09
 LV0371  GEOID HEIGHT-         -31.45  (meters)                     GEOID09
 LV0371  DYNAMIC HT  -          11.024 (meters)      36.17  (feet)  COMP
 LV0371  MODELED GRAV-     980,179.5   (mgal)                       NAVD 88
 LV0371
 LV0371  HORZ ORDER  -  THIRD
 LV0371  VERT ORDER  -  FIRST     CLASS II
 LV0371
 LV0371.The horizontal coordinates were established by classical geodetic methods
 LV0371.and adjusted by the National Geodetic Survey in December 1997.
 LV0371.
 LV0371.The orthometric height was determined by differential leveling and
 LV0371.adjusted in December 1992.
 LV0371
 LV0371.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0371
 LV0371.The geoid height was determined by GEOID09.
 LV0371
 LV0371.The dynamic height is computed by dividing the NAVD 88
 LV0371.geopotential number by the normal gravity value computed on the
 LV0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0371.degrees latitude (g = 980.6199 gals.).
 LV0371
 LV0371.The modeled gravity was interpolated from observed gravity values.
 LV0371
 LV0371;                    North         East     Units Scale Factor Converg.
 LV0371;SPC CA 1     -   617,655.410 1,799,547.358   MT  0.99992757   -1 32 36.8
 LV0371;SPC CA 1     - 2,026,424.46  5,904,014.96   sFT  0.99992757   -1 32 36.8
 LV0371;UTM  10      - 4,469,559.378   384,485.955   MT  0.99976425   -0 52 52.9
 LV0371
 LV0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0371!SPC CA 1     -   1.00000320  x   0.99992757  =   0.99993077
 LV0371!UTM  10      -   1.00000320  x   0.99976425  =   0.99976745
 LV0371
 LV0371                          SUPERSEDED SURVEY CONTROL
 LV0371
 LV0371  NGVD 29 (12/02/92)   10.078  (m)           33.06   (f) ADJUSTED    1 2
 LV0371
 LV0371.Superseded values are not recommended for survey control.
 LV0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0371.See file dsdata.txt to determine how the superseded data were derived.
 LV0371
 LV0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK8448569559(NAD 83)
 LV0371
 LV0371_MARKER: DH = HORIZONTAL CONTROL DISK
 LV0371_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0371_SP_SET: CONCRETE POST
 LV0371_STAMPING: NEW DOMINGO 1928 1973
 LV0371_MARK LOGO: NGS   
 LV0371_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0371+STABILITY: SURFACE MOTION
 LV0371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0371+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1992
 LV0371
 LV0371  HISTORY     - Date     Condition        Report By
 LV0371  HISTORY     - 1973     MONUMENTED       NGS
 LV0371  HISTORY     - 1982     GOOD             NOS
 LV0371  HISTORY     - 19920928 GOOD             NGS
 LV0371
 LV0371                          STATION DESCRIPTION
 LV0371
 LV0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LV0371'6.1 MI NW FROM PETROLIA.
 LV0371'6.1 MILES NORTHWEST ALONG THE FERNDALE ROAD FROM THE VILLAGE
 LV0371'OF PETROLIA, 170 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 LV0371'CONCRETE BRIDGE OVER DOMINGO CREEK, 78 FEET EAST-SOUTHEAST OF
 LV0371'THE JUNCTION OF THE ROAD WITH AN OLD, ABANDONED SECTION OF THE
 LV0371'ROAD LEADING SOUTHEAST, 73.5 FEET EAST OF THE CENTER LINE OF
 LV0371'THE ROAD, 37 FEET NORTHEAST OF THE CENTER LINE OF THE OLD SECTION
 LV0371'OF ROAD, 31.6 FEET EAST-SOUTHEAST OF A FENCE CORNER, 1.0 FOOT
 LV0371'WEST OF A METAL POST, ABOUT 5 FEET HIGHER THAN THE ROAD, AND
 LV0371'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE
 LV0371'GROUND.  NEW DOMINGO....THE MARK WAS FOUND LYING BROKEN ON TOP OF
 LV0371'THE GROUND.
 LV0371
 LV0371                          STATION RECOVERY (1982)
 LV0371
 LV0371'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (NCA)
 LV0371'THE STATION AND REFERENCE MARK 1 AND BM Q 229 WERE RECOVERED IN GOOD
 LV0371'CONDITION.  PRIOR TO VISITING THE STATION SITE, CONTACT THE PROPERTY
 LV0371'OWNER, MR.TONY ZANONI, (707)629-3696, PETROLIA,CA.
 LV0371
 LV0371                          STATION RECOVERY (1992)
 LV0371
 LV0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0371'12.1 KM (7.50 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV0371'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, 51.8 M (169.9 FT)
 LV0371'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE SPANNING DOMINGO CREEK,
 LV0371'28.6 M (93.8 FT) NORTHWEST OF REFERENCE MARK 1, 23.0 M (75.5 FT) EAST
 LV0371'OF THE ROAD CENTERLINE, 13.6 M (44.6 FT) SOUTH OF A FENCE, 11.3 M
 LV0371'(37.1 FT) NORTHEAST OF THE CENTER OF A PAVED ROAD, 9.0 M (29.5 FT)
 LV0371'EAST OF A FENCE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE PAVED ROAD, 0.3
 LV0371'M (1.0 FT) WEST OF A STEEL POST, AND THE MONUMENT PROJECTS 0.3 M
 LV0371'(1.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0372 ***********************************************************************
 LV0372  DESIGNATION -  NEW DOMINGO RM 1
 LV0372  PID         -  LV0372
 LV0372  STATE/COUNTY-  CA/HUMBOLDT
 LV0372  USGS QUAD   -  PETROLIA (1969)
 LV0372
 LV0372                         *CURRENT SURVEY CONTROL
 LV0372  ___________________________________________________________________
 LV0372* NAD 83(1986)-  40 22 05.     (N)    124 21 42.     (W)     SCALED    
 LV0372* NAVD 88     -        11.939  (meters)      39.17   (feet)  ADJUSTED  
 LV0372  ___________________________________________________________________
 LV0372  GEOID HEIGHT-         -31.45  (meters)                     GEOID09
 LV0372  DYNAMIC HT  -          11.934 (meters)      39.15  (feet)  COMP
 LV0372  MODELED GRAV-     980,179.5   (mgal)                       NAVD 88
 LV0372
 LV0372  VERT ORDER  -  FIRST     CLASS II
 LV0372
 LV0372.The horizontal coordinates were scaled from a topographic map and have
 LV0372.an estimated accuracy of +/- 6 seconds.
 LV0372.
 LV0372.The orthometric height was determined by differential leveling and
 LV0372.adjusted in December 1992.
 LV0372
 LV0372.The geoid height was determined by GEOID09.
 LV0372
 LV0372.The dynamic height is computed by dividing the NAVD 88
 LV0372.geopotential number by the normal gravity value computed on the
 LV0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0372.degrees latitude (g = 980.6199 gals.).
 LV0372
 LV0372.The modeled gravity was interpolated from observed gravity values.
 LV0372
 LV0372;                    North         East    Units  Estimated Accuracy
 LV0372;SPC CA 1     -   617,600.    1,799,450.      MT  (+/- 180 meters Scaled)
 LV0372
 LV0372                          SUPERSEDED SURVEY CONTROL
 LV0372
 LV0372  NGVD 29 (12/02/92)   10.988  (m)           36.05   (f) ADJUSTED    1 2
 LV0372
 LV0372.Superseded values are not recommended for survey control.
 LV0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0372.See file dsdata.txt to determine how the superseded data were derived.
 LV0372
 LV0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK843694(NAD 83)
 LV0372
 LV0372_MARKER: DR = REFERENCE MARK DISK
 LV0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV0372_SP_SET: CONCRETE POST
 LV0372_STAMPING: NEW DOMINGO NO 1 1928
 LV0372_MARK LOGO: CGS   
 LV0372_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0372+STABILITY: SURFACE MOTION
 LV0372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0372+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1992
 LV0372
 LV0372  HISTORY     - Date     Condition        Report By
 LV0372  HISTORY     - 1928     MONUMENTED       CGS
 LV0372  HISTORY     - 1973     GOOD             NGS
 LV0372  HISTORY     - 19920928 GOOD             NGS
 LV0372
 LV0372                          STATION DESCRIPTION
 LV0372
 LV0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LV0372'6.1 MI NW FROM PETROLIA.
 LV0372'6.1 MILES NORTHWEST ALONG THE FERNDALE ROAD FROM THE VILLAGE OF
 LV0372'PETROLIA, ON A LOW, SANDY RIDGE, 263 FEET SOUTHEAST OF THE
 LV0372'SOUTHEAST CORNER OF A CONCRETE BRIDGE OVER DOMINGO CREEK, 136
 LV0372'FEET EAST OF THE CENTER OF A CATTLE GUARD ON THE ROAD, 39 FEET
 LV0372'NORTHEAST OF THE CENTER LINE OF AN OLD, ABANDONED SECTION OF
 LV0372'THE ROAD, 93.5 FEET SOUTHEAST OF TRIANGULATION STATION NEW
 LV0372'DOMINGO 1928 1973, ABOUT 6 FEET HIGHER THAN THE ROAD, AND SET IN
 LV0372'THE TOP OF A 10-INCH CONCRETE FILLED RED TILE PROJECTING 0.3
 LV0372'FOOT ABOVE THE GROUND.
 LV0372
 LV0372                          STATION RECOVERY (1992)
 LV0372
 LV0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0372'12.1 KM (7.50 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV0372'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, 80.4 M (263.8 FT)
 LV0372'SOUTHEAST OF THE SOUTHEAST CORNER OF A BRIDGE SPANNING DOMINGO CREEK,
 LV0372'41.5 M (136.2 FT) EAST OF THE ROAD CENTERLINE, 28.6 M (93.8 FT)
 LV0372'SOUTHEAST OF TRIANGULATION STATION NEW DOMINGO RESET, 11.1 M
 LV0372'(36.4 FT) NORTHEAST OF THE CENTER OF A PAVED ROAD, 1.0 M (3.3 FT)
 LV0372'ABOVE THE LEVEL OF THE PAVED ROAD, AND THE MONUMENT IS ENCASED IN A
 LV0372'TILE PIPE AND PROJECTS 0.15 M (0.49 FT) ABOVE THE GROUND SURFACE.
 LV0372'NOTE--THE NORTH SIDE OF THE MONUMENT IS MISSING, BUT IT IS SOLID IN
 LV0372'PLACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1267 ***********************************************************************
 LU1267  DESIGNATION -  P 1084
 LU1267  PID         -  LU1267
 LU1267  STATE/COUNTY-  CA/HUMBOLDT
 LU1267  USGS QUAD   -  MIRANDA (1970)
 LU1267
 LU1267                         *CURRENT SURVEY CONTROL
 LU1267  ___________________________________________________________________
 LU1267* NAD 83(1986)-  40 08 31.     (N)    123 48 28.     (W)     SCALED    
 LU1267* NAVD 88     -        91.334  (meters)     299.65   (feet)  ADJUSTED  
 LU1267  ___________________________________________________________________
 LU1267  GEOID HEIGHT-         -30.46  (meters)                     GEOID09
 LU1267  DYNAMIC HT  -          91.282 (meters)     299.48  (feet)  COMP
 LU1267  MODELED GRAV-     980,058.5   (mgal)                       NAVD 88
 LU1267
 LU1267  VERT ORDER  -  FIRST     CLASS II
 LU1267
 LU1267.The horizontal coordinates were scaled from a topographic map and have
 LU1267.an estimated accuracy of +/- 6 seconds.
 LU1267.
 LU1267.The orthometric height was determined by differential leveling and
 LU1267.adjusted in December 1992.
 LU1267
 LU1267.The geoid height was determined by GEOID09.
 LU1267
 LU1267.The dynamic height is computed by dividing the NAVD 88
 LU1267.geopotential number by the normal gravity value computed on the
 LU1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1267.degrees latitude (g = 980.6199 gals.).
 LU1267
 LU1267.The modeled gravity was interpolated from observed gravity values.
 LU1267
 LU1267;                    North         East    Units  Estimated Accuracy
 LU1267;SPC CA 1     -   591,380.    1,845,960.      MT  (+/- 180 meters Scaled)
 LU1267
 LU1267                          SUPERSEDED SURVEY CONTROL
 LU1267
 LU1267  NAVD 88 (06/15/91)   91.336  (m)          299.66   (f) UNKNOWN     1 2
 LU1267  NGVD 29 (12/02/92)   90.405  (m)          296.60   (f) ADJUSTED    1 2
 LU1267
 LU1267.Superseded values are not recommended for survey control.
 LU1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1267.See file dsdata.txt to determine how the superseded data were derived.
 LU1267
 LU1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK311438(NAD 83)
 LU1267
 LU1267_MARKER: DB = BENCH MARK DISK
 LU1267_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1267_SP_SET: ABUTMENT
 LU1267_STAMPING: P 1084 1967
 LU1267_MARK LOGO: CGS   
 LU1267_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1267+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1267
 LU1267  HISTORY     - Date     Condition        Report By
 LU1267  HISTORY     - 1967     MONUMENTED       CGS
 LU1267  HISTORY     - 19880329 GOOD             NGS
 LU1267  HISTORY     - 19920729 GOOD             NGS
 LU1267
 LU1267                          STATION DESCRIPTION
 LU1267
 LU1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1267'4.6 MI N FROM GARBERVILLE.
 LU1267'4.55 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1267'GARBERVILLE, IN THE TOP AND 0.3 FOOT NORTHEAST OF THE SOUTHWEST
 LU1267'END OF THE NORTHWEST CONCRETE CURB OF BRIDGE 406 OVER DEAN CREEK,
 LU1267'AT HIGHWAY MILEAGE 14.34, 16 FEET NORTHWEST OF THE CENTER LINE
 LU1267'OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LU1267
 LU1267                          STATION RECOVERY (1988)
 LU1267
 LU1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1267'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 LU1267'CHANGE--U.S. HIGHWAY 101 TO REDWOOD DRIVE.
 LU1267
 LU1267                          STATION RECOVERY (1992)
 LU1267
 LU1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1267'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1267'OFFICE IN GARBERVILLE, THENCE 7.5 KM (4.65 MI) NORTHERLY ALONG
 LU1267'REDWOOD DRIVE, IN TOP OF AND 0.1 M (0.3 FT) NORTHEAST OF THE
 LU1267'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT CURB OF BRIDGE
 LU1267'NUMBER 406 SPANNING DEAN CREEK, AT MILEPOST 14.34, 4.9 M (16.1 FT)
 LU1267'NORTHWEST OF THE DRIVE CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL
 LU1267'OF THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1304 ***********************************************************************
 LU1304  DESIGNATION -  P 1085
 LU1304  PID         -  LU1304
 LU1304  STATE/COUNTY-  CA/HUMBOLDT
 LU1304  USGS QUAD   -  WEOTT (1969)
 LU1304
 LU1304                         *CURRENT SURVEY CONTROL
 LU1304  ___________________________________________________________________
 LU1304* NAD 83(1986)-  40 18 19.     (N)    123 54 03.     (W)     SCALED    
 LU1304* NAVD 88     -       105.267  (meters)     345.36   (feet)  ADJUSTED  
 LU1304  ___________________________________________________________________
 LU1304  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 LU1304  DYNAMIC HT  -         105.213 (meters)     345.19  (feet)  COMP
 LU1304  MODELED GRAV-     980,112.6   (mgal)                       NAVD 88
 LU1304
 LU1304  VERT ORDER  -  FIRST     CLASS II
 LU1304
 LU1304.The horizontal coordinates were scaled from a topographic map and have
 LU1304.an estimated accuracy of +/- 6 seconds.
 LU1304.
 LU1304.The orthometric height was determined by differential leveling and
 LU1304.adjusted in December 1992.
 LU1304
 LU1304.The geoid height was determined by GEOID09.
 LU1304
 LU1304.The dynamic height is computed by dividing the NAVD 88
 LU1304.geopotential number by the normal gravity value computed on the
 LU1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1304.degrees latitude (g = 980.6199 gals.).
 LU1304
 LU1304.The modeled gravity was interpolated from observed gravity values.
 LU1304
 LU1304;                    North         East    Units  Estimated Accuracy
 LU1304;SPC CA 1     -   609,680.    1,838,430.      MT  (+/- 180 meters Scaled)
 LU1304
 LU1304                          SUPERSEDED SURVEY CONTROL
 LU1304
 LU1304  NAVD 88 (06/15/91)  105.272  (m)          345.38   (f) UNKNOWN     1 2
 LU1304  NGVD 29 (12/02/92)  104.318  (m)          342.25   (f) ADJUSTED    1 2
 LU1304
 LU1304.Superseded values are not recommended for survey control.
 LU1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1304.See file dsdata.txt to determine how the superseded data were derived.
 LU1304
 LU1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK234620(NAD 83)
 LU1304
 LU1304_MARKER: DB = BENCH MARK DISK
 LU1304_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1304_SP_SET: PIER
 LU1304_STAMPING: P 1085 1967
 LU1304_MARK LOGO: CGS   
 LU1304_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1304+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LU1304
 LU1304  HISTORY     - Date     Condition        Report By
 LU1304  HISTORY     - 1967     MONUMENTED       CGS
 LU1304  HISTORY     - 19880324 GOOD             NGS
 LU1304  HISTORY     - 19920730 GOOD             NGS
 LU1304
 LU1304                          STATION DESCRIPTION
 LU1304
 LU1304'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1304'3.7 MI N FROM MYERS FLAT.
 LU1304'3.7 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT OVERPASS
 LU1304'AT MYERS FLAT, SET VERTICALLY IN THE NORTH FACE OF THE WEST ONE
 LU1304'OF TWO ROUND PILLARS SUPPORTING PESULA ROAD OVERPASS NO. 4-118,
 LU1304'AT HIGHWAY MILEAGE 31.61, 39 FEET WEST OF THE CENTER LINE OF THE
 LU1304'HIGHWAY, 9 FEET WEST OF A GUARDRAIL, AND ABOUT 3 FEET HIGHER THAN
 LU1304'THE HIGHWAY.
 LU1304
 LU1304                          STATION RECOVERY (1988)
 LU1304
 LU1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1304'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  31.3 KM (19.45
 LU1304'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1304'GARBERVILLE.
 LU1304
 LU1304                          STATION RECOVERY (1992)
 LU1304
 LU1304'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1304'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1304'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1304'REDWOOD DRIVE, THENCE 32.7 KM (20.30 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1304'101, SET VERTICALLY IN THE WEST FACE OF THE FIRST CONCRETE PIER NORTH
 LU1304'OF THE SOUTH ABUTMENT OF THE PESULA ROAD OVERPASS OF THE HIGHWAY, AT
 LU1304'MILEPOST 31.61, 11.9 M (39.0 FT) SOUTH OF THE CENTERLINE OF THE
 LU1304'SOUTHBOUND LANES OF THE HIGHWAY, 2.7 M (8.9 FT) SOUTH OF A GUARDRAIL,
 LU1304'AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0664 ***********************************************************************
 LV0664  DESIGNATION -  P 1401
 LV0664  PID         -  LV0664
 LV0664  STATE/COUNTY-  CA/HUMBOLDT
 LV0664  USGS QUAD   -  FORTUNA (1972)
 LV0664
 LV0664                         *CURRENT SURVEY CONTROL
 LV0664  ___________________________________________________________________
 LV0664* NAD 83(1986)-  40 32 11.     (N)    124 08 52.     (W)     SCALED    
 LV0664* NAVD 88     -        23.387  (meters)      76.73   (feet)  ADJUSTED  
 LV0664  ___________________________________________________________________
 LV0664  GEOID HEIGHT-         -30.99  (meters)                     GEOID09
 LV0664  DYNAMIC HT  -          23.375 (meters)      76.69  (feet)  COMP
 LV0664  MODELED GRAV-     980,152.3   (mgal)                       NAVD 88
 LV0664
 LV0664  VERT ORDER  -  FIRST     CLASS II
 LV0664
 LV0664.The horizontal coordinates were scaled from a topographic map and have
 LV0664.an estimated accuracy of +/- 6 seconds.
 LV0664.
 LV0664.The orthometric height was determined by differential leveling and
 LV0664.adjusted in December 1992.
 LV0664
 LV0664.The geoid height was determined by GEOID09.
 LV0664
 LV0664.The dynamic height is computed by dividing the NAVD 88
 LV0664.geopotential number by the normal gravity value computed on the
 LV0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0664.degrees latitude (g = 980.6199 gals.).
 LV0664
 LV0664.The modeled gravity was interpolated from observed gravity values.
 LV0664
 LV0664;                    North         East    Units  Estimated Accuracy
 LV0664;SPC CA 1     -   635,810.    1,818,070.      MT  (+/- 180 meters Scaled)
 LV0664
 LV0664                          SUPERSEDED SURVEY CONTROL
 LV0664
 LV0664  NAVD 88 (06/15/91)   23.423  (m)           76.85   (f) UNKNOWN     1 2
 LV0664  NGVD 29 (12/02/92)   22.407  (m)           73.51   (f) ADJUSTED    1 2
 LV0664
 LV0664.Superseded values are not recommended for survey control.
 LV0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0664.See file dsdata.txt to determine how the superseded data were derived.
 LV0664
 LV0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK027879(NAD 83)
 LV0664
 LV0664_MARKER: DV = VERTICAL CONTROL DISK
 LV0664_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0664_SP_SET: ABUTMENT
 LV0664_STAMPING: P 1401 1988
 LV0664_MARK LOGO: NGS   
 LV0664_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0664_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0664+STABILITY: POSITION/ELEVATION WELL
 LV0664_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0664+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0664
 LV0664  HISTORY     - Date     Condition        Report By
 LV0664  HISTORY     - 1988     MONUMENTED       NGS
 LV0664  HISTORY     - 19920728 GOOD             NGS
 LV0664
 LV0664                          STATION DESCRIPTION
 LV0664
 LV0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0664'7.7 KM (4.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0664'OVERPASS IN FORTUNA, SET VERTICALLY IN THE EAST FACE OF THE SOUTH
 LV0664'ABUTMENT OF THE WEST HIGHWAY BRIDGE SPANNING THE VAN DUZEN RIVER,
 LV0664'12.2 M (40.0 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 LV0664'THE HIGHWAY, 5.0 M (16.4 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND
 LV0664'LANES OF THE HIGHWAY, 1.2 M (3.9 FT) BELOW THE SURFACE OF THE
 LV0664'SOUTHBOUND LANES OF THE HIGHWAY, AND 1.0 M (3.3 FT) ABOVE THE GROUND
 LV0664'SURFACE.
 LV0664
 LV0664                          STATION RECOVERY (1992)
 LV0664
 LV0664'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0664'7.6 KM (4.70 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0664'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, SET
 LV0664'VERTICALLY IN THE EAST FACE OF THE SOUTH ABUTMENT OF A SOUTHBOUND
 LV0664'HIGHWAY BRIDGE SPANNING VAN DUZEN RIVER, 12.2 M (40.0 FT) WEST OF THE
 LV0664'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 5.0 M (16.4 FT)
 LV0664'EAST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 1.2 M
 LV0664'(3.9 FT) BELOW THE LEVEL OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND
 LV0664'0.6 M (2.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2303 ***********************************************************************
 LU2303  DESIGNATION -  P 1463
 LU2303  PID         -  LU2303
 LU2303  STATE/COUNTY-  CA/HUMBOLDT
 LU2303  USGS QUAD   -  GARBERVILLE (1970)
 LU2303
 LU2303                         *CURRENT SURVEY CONTROL
 LU2303  ___________________________________________________________________
 LU2303* NAD 83(1986)-  40 05 45.     (N)    123 51 15.     (W)     SCALED    
 LU2303* NAVD 88     -       446.712  (meters)    1465.59   (feet)  ADJUSTED  
 LU2303  ___________________________________________________________________
 LU2303  GEOID HEIGHT-         -30.57  (meters)                     GEOID09
 LU2303  DYNAMIC HT  -         446.454 (meters)    1464.74  (feet)  COMP
 LU2303  MODELED GRAV-     980,034.6   (mgal)                       NAVD 88
 LU2303
 LU2303  VERT ORDER  -  FIRST     CLASS II
 LU2303
 LU2303.The horizontal coordinates were scaled from a topographic map and have
 LU2303.an estimated accuracy of +/- 6 seconds.
 LU2303.
 LU2303.The orthometric height was determined by differential leveling and
 LU2303.adjusted in December 1992.
 LU2303
 LU2303.The geoid height was determined by GEOID09.
 LU2303
 LU2303.The dynamic height is computed by dividing the NAVD 88
 LU2303.geopotential number by the normal gravity value computed on the
 LU2303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2303.degrees latitude (g = 980.6199 gals.).
 LU2303
 LU2303.The modeled gravity was interpolated from observed gravity values.
 LU2303
 LU2303;                    North         East    Units  Estimated Accuracy
 LU2303;SPC CA 1     -   586,340.    1,841,900.      MT  (+/- 180 meters Scaled)
 LU2303
 LU2303                          SUPERSEDED SURVEY CONTROL
 LU2303
 LU2303  NGVD 29 (12/02/92)  445.775  (m)         1462.51   (f) ADJUSTED    1 2
 LU2303
 LU2303.Superseded values are not recommended for survey control.
 LU2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2303.See file dsdata.txt to determine how the superseded data were derived.
 LU2303
 LU2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK271387(NAD 83)
 LU2303
 LU2303_MARKER: I = METAL ROD
 LU2303_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU2303_SP_SET: STAINLESS STEEL ROD
 LU2303_STAMPING: P 1463 1992
 LU2303_MARK LOGO: NGS   
 LU2303_PROJECTION: FLUSH
 LU2303_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2303+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2303_ROD/PIPE-DEPTH: 3.1  meters
 LU2303
 LU2303  HISTORY     - Date     Condition        Report By
 LU2303  HISTORY     - 1992     MONUMENTED       NGS
 LU2303
 LU2303                          STATION DESCRIPTION
 LU2303
 LU2303'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2303'3.3 KM (2.05 MI) SOUTHERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU2303'OFFICE IN GARBERVILLE, THENCE 6.2 KM (3.85 MI) NORTHWESTERLY ALONG
 LU2303'OLD BRICELAND ROAD, 8.0 M (26.2 FT) NORTHWEST OF A FENCE CORNER, 5.4
 LU2303'M (17.7 FT) NORTHEAST OF AND LEVEL WITH THE ROAD CENTER, 3.8 M
 LU2303'(12.5 FT) NORTHEAST OF THE EAST CORNER OF A CATTLE GUARD, 2.3 M
 LU2303'(7.5 FT) SOUTHEAST OF A GATE, AND 0.2 M (0.7 FT) SOUTHWEST OF A
 LU2303'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LU2303'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1191 ***********************************************************************
 LV1191  DESIGNATION -  P 1464
 LV1191  PID         -  LV1191
 LV1191  STATE/COUNTY-  CA/HUMBOLDT
 LV1191  USGS QUAD   -  HONEYDEW (1970)
 LV1191
 LV1191                         *CURRENT SURVEY CONTROL
 LV1191  ___________________________________________________________________
 LV1191* NAD 83(1986)-  40 09 21.     (N)    124 03 16.     (W)     SCALED    
 LV1191* NAVD 88     -       518.252  (meters)    1700.30   (feet)  ADJUSTED  
 LV1191  ___________________________________________________________________
 LV1191  GEOID HEIGHT-         -30.65  (meters)                     GEOID09
 LV1191  DYNAMIC HT  -         517.964 (meters)    1699.35  (feet)  COMP
 LV1191  MODELED GRAV-     980,053.3   (mgal)                       NAVD 88
 LV1191
 LV1191  VERT ORDER  -  FIRST     CLASS II
 LV1191
 LV1191.The horizontal coordinates were scaled from a topographic map and have
 LV1191.an estimated accuracy of +/- 6 seconds.
 LV1191.
 LV1191.The orthometric height was determined by differential leveling and
 LV1191.adjusted in December 1992.
 LV1191
 LV1191.The geoid height was determined by GEOID09.
 LV1191
 LV1191.The dynamic height is computed by dividing the NAVD 88
 LV1191.geopotential number by the normal gravity value computed on the
 LV1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1191.degrees latitude (g = 980.6199 gals.).
 LV1191
 LV1191.The modeled gravity was interpolated from observed gravity values.
 LV1191
 LV1191;                    North         East    Units  Estimated Accuracy
 LV1191;SPC CA 1     -   593,380.    1,824,990.      MT  (+/- 180 meters Scaled)
 LV1191
 LV1191                          SUPERSEDED SURVEY CONTROL
 LV1191
 LV1191  NGVD 29 (12/02/92)  517.310  (m)         1697.21   (f) ADJUSTED    1 2
 LV1191
 LV1191.Superseded values are not recommended for survey control.
 LV1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1191.See file dsdata.txt to determine how the superseded data were derived.
 LV1191
 LV1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK101455(NAD 83)
 LV1191
 LV1191_MARKER: I = METAL ROD
 LV1191_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1191_SP_SET: STAINLESS STEEL ROD
 LV1191_STAMPING: P 1464 1992
 LV1191_MARK LOGO: NGS   
 LV1191_PROJECTION: FLUSH
 LV1191_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1191+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1191_ROD/PIPE-DEPTH: 7.3  meters
 LV1191
 LV1191  HISTORY     - Date     Condition        Report By
 LV1191  HISTORY     - 1992     MONUMENTED       NGS
 LV1191
 LV1191                          STATION DESCRIPTION
 LV1191
 LV1191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1191'15.8 KM (9.80 MI) SOUTHERLY ALONG WILDER RIDGE ROAD FROM THE JUNCTION
 LV1191'OF MATTOLE ROAD IN HONEYDEW, 25.5 M (83.7 FT) NORTH OF THE CENTER OF
 LV1191'A DRIVEWAY, 9.7 M (31.8 FT) EAST OF THE ROAD CENTER, 4.4 M (14.4 FT)
 LV1191'NORTHEAST OF AN UNDERGROUND CABLE JUNCTION BOX, 1.4 M (4.6 FT) SOUTH
 LV1191'OF THE CENTER OF 2 BRACED FENCE POSTS, 1.0 M (3.3 FT) ABOVE THE LEVEL
 LV1191'OF THE ROAD, AND 0.4 M (1.3 FT) WEST OF A WITNESS POST AND FENCE.
 LV1191'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1241 ***********************************************************************
 LV1241  DESIGNATION -  P 1465
 LV1241  PID         -  LV1241
 LV1241  STATE/COUNTY-  CA/HUMBOLDT
 LV1241  USGS QUAD   -  PETROLIA (1969)
 LV1241
 LV1241                         *CURRENT SURVEY CONTROL
 LV1241  ___________________________________________________________________
 LV1241* NAD 83(1986)-  40 18 38.     (N)    124 16 01.     (W)     SCALED    
 LV1241* NAVD 88     -        33.297  (meters)     109.24   (feet)  ADJUSTED  
 LV1241  ___________________________________________________________________
 LV1241  GEOID HEIGHT-         -31.08  (meters)                     GEOID09
 LV1241  DYNAMIC HT  -          33.282 (meters)     109.19  (feet)  COMP
 LV1241  MODELED GRAV-     980,169.9   (mgal)                       NAVD 88
 LV1241
 LV1241  VERT ORDER  -  FIRST     CLASS II
 LV1241
 LV1241.The horizontal coordinates were scaled from a topographic map and have
 LV1241.an estimated accuracy of +/- 6 seconds.
 LV1241.
 LV1241.The orthometric height was determined by differential leveling and
 LV1241.adjusted in December 1992.
 LV1241
 LV1241.The geoid height was determined by GEOID09.
 LV1241
 LV1241.The dynamic height is computed by dividing the NAVD 88
 LV1241.geopotential number by the normal gravity value computed on the
 LV1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1241.degrees latitude (g = 980.6199 gals.).
 LV1241
 LV1241.The modeled gravity was interpolated from observed gravity values.
 LV1241
 LV1241;                    North         East    Units  Estimated Accuracy
 LV1241;SPC CA 1     -   611,000.    1,807,330.      MT  (+/- 180 meters Scaled)
 LV1241
 LV1241                          SUPERSEDED SURVEY CONTROL
 LV1241
 LV1241  NGVD 29 (12/02/92)   32.349  (m)          106.13   (f) ADJUSTED    1 2
 LV1241
 LV1241.Superseded values are not recommended for survey control.
 LV1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1241.See file dsdata.txt to determine how the superseded data were derived.
 LV1241
 LV1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK923629(NAD 83)
 LV1241
 LV1241_MARKER: DV = VERTICAL CONTROL DISK
 LV1241_SETTING: 66 = SET IN ROCK OUTCROP
 LV1241_SP_SET: BEDROCK
 LV1241_STAMPING: P 1465 1992
 LV1241_MARK LOGO: NGS   
 LV1241_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1241_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1241+STABILITY: POSITION/ELEVATION WELL
 LV1241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1241+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1241
 LV1241  HISTORY     - Date     Condition        Report By
 LV1241  HISTORY     - 1992     MONUMENTED       NGS
 LV1241
 LV1241                          STATION DESCRIPTION
 LV1241
 LV1241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1241'2.6 KM (1.60 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV1241'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, SET VERTICALLY IN THE
 LV1241'NORTH FACE OF AN 8 BY 20-FOOT EXPOSED AREA OF BEDROCK IN A ROAD CUT,
 LV1241'68.0 M (223.1 FT) EAST OF CULVERT NUMBER 13-06, 9.5 M (31.2 FT) SOUTH
 LV1241'OF THE ROAD CENTERLINE, AND 1.5 M (4.9 FT) ABOVE THE LEVEL OF THE
 LV1241'ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1218 ***********************************************************************
 LV1218  DESIGNATION -  P 1466
 LV1218  PID         -  LV1218
 LV1218  STATE/COUNTY-  CA/HUMBOLDT
 LV1218  USGS QUAD   -  BULL CREEK (1969)
 LV1218
 LV1218                         *CURRENT SURVEY CONTROL
 LV1218  ___________________________________________________________________
 LV1218* NAD 83(1986)-  40 18 18.     (N)    124 03 44.     (W)     SCALED    
 LV1218* NAVD 88     -       699.597  (meters)    2295.26   (feet)  ADJUSTED  
 LV1218  ___________________________________________________________________
 LV1218  GEOID HEIGHT-         -30.61  (meters)                     GEOID09
 LV1218  DYNAMIC HT  -         699.184 (meters)    2293.91  (feet)  COMP
 LV1218  MODELED GRAV-     980,011.4   (mgal)                       NAVD 88
 LV1218
 LV1218  VERT ORDER  -  FIRST     CLASS II
 LV1218
 LV1218.The horizontal coordinates were scaled from a topographic map and have
 LV1218.an estimated accuracy of +/- 6 seconds.
 LV1218.
 LV1218.The orthometric height was determined by differential leveling and
 LV1218.adjusted in December 1992.
 LV1218
 LV1218.The geoid height was determined by GEOID09.
 LV1218
 LV1218.The dynamic height is computed by dividing the NAVD 88
 LV1218.geopotential number by the normal gravity value computed on the
 LV1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1218.degrees latitude (g = 980.6199 gals.).
 LV1218
 LV1218.The modeled gravity was interpolated from observed gravity values.
 LV1218
 LV1218;                    North         East    Units  Estimated Accuracy
 LV1218;SPC CA 1     -   609,960.    1,824,710.      MT  (+/- 180 meters Scaled)
 LV1218
 LV1218                          SUPERSEDED SURVEY CONTROL
 LV1218
 LV1218  NGVD 29 (12/02/92)  698.617  (m)         2292.05   (f) ADJUSTED    1 2
 LV1218
 LV1218.Superseded values are not recommended for survey control.
 LV1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1218.See file dsdata.txt to determine how the superseded data were derived.
 LV1218
 LV1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK097621(NAD 83)
 LV1218
 LV1218_MARKER: I = METAL ROD
 LV1218_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1218_SP_SET: STAINLESS STEEL ROD
 LV1218_STAMPING: P 1466 1992
 LV1218_MARK LOGO: NGS   
 LV1218_PROJECTION: RECESSED 2 CENTIMETERS
 LV1218_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1218+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1218_ROD/PIPE-DEPTH: 6.0  meters
 LV1218
 LV1218  HISTORY     - Date     Condition        Report By
 LV1218  HISTORY     - 1992     MONUMENTED       NGS
 LV1218
 LV1218                          STATION DESCRIPTION
 LV1218
 LV1218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1218'16.1 KM (10.00 MI) NORTHEASTERLY ALONG MATTOLE ROAD FROM THE JUNCTION
 LV1218'OF WILDER RIDGE ROAD IN HONEYDEW, 19.0 M (62.3 FT) NORTH OF THE
 LV1218'CENTER OF A DIRT ROAD, 10.6 M (34.8 FT) SOUTH OF THE CENTER OF A DIRT
 LV1218'ROAD, 9.7 M (31.8 FT) WEST OF THE ROAD CENTERLINE, 3.5 M (11.5 FT)
 LV1218'SOUTH-SOUTHWEST OF A UTILITY POLE WITH 3 GUY CABLES, 1.0 M (3.3 FT)
 LV1218'ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) EAST OF A WITNESS
 LV1218'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1265 ***********************************************************************
 LV1265  DESIGNATION -  P 1467
 LV1265  PID         -  LV1265
 LV1265  STATE/COUNTY-  CA/HUMBOLDT
 LV1265  USGS QUAD   -  CAPETOWN (1969)
 LV1265
 LV1265                         *CURRENT SURVEY CONTROL
 LV1265  ___________________________________________________________________
 LV1265* NAD 83(1986)-  40 29 00.     (N)    124 20 18.     (W)     SCALED    
 LV1265* NAVD 88     -       412.857  (meters)    1354.52   (feet)  ADJUSTED  
 LV1265  ___________________________________________________________________
 LV1265  GEOID HEIGHT-         -31.28  (meters)                     GEOID09
 LV1265  DYNAMIC HT  -         412.650 (meters)    1353.84  (feet)  COMP
 LV1265  MODELED GRAV-     980,112.8   (mgal)                       NAVD 88
 LV1265
 LV1265  VERT ORDER  -  FIRST     CLASS II
 LV1265
 LV1265.The horizontal coordinates were scaled from a topographic map and have
 LV1265.an estimated accuracy of +/- 6 seconds.
 LV1265.
 LV1265.The orthometric height was determined by differential leveling and
 LV1265.adjusted in December 1992.
 LV1265
 LV1265.The geoid height was determined by GEOID09.
 LV1265
 LV1265.The dynamic height is computed by dividing the NAVD 88
 LV1265.geopotential number by the normal gravity value computed on the
 LV1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1265.degrees latitude (g = 980.6199 gals.).
 LV1265
 LV1265.The modeled gravity was interpolated from observed gravity values.
 LV1265
 LV1265;                    North         East    Units  Estimated Accuracy
 LV1265;SPC CA 1     -   630,340.    1,801,780.      MT  (+/- 180 meters Scaled)
 LV1265
 LV1265                          SUPERSEDED SURVEY CONTROL
 LV1265
 LV1265  NGVD 29 (12/02/92)  411.886  (m)         1351.33   (f) ADJUSTED    1 2
 LV1265
 LV1265.Superseded values are not recommended for survey control.
 LV1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1265.See file dsdata.txt to determine how the superseded data were derived.
 LV1265
 LV1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK865822(NAD 83)
 LV1265
 LV1265_MARKER: I = METAL ROD
 LV1265_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1265_SP_SET: STAINLESS STEEL ROD
 LV1265_STAMPING: P 1467 1992
 LV1265_MARK LOGO: NGS   
 LV1265_PROJECTION: RECESSED 5 CENTIMETERS
 LV1265_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1265+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1265_ROD/PIPE-DEPTH: 10.9 meters
 LV1265
 LV1265  HISTORY     - Date     Condition        Report By
 LV1265  HISTORY     - 1992     MONUMENTED       NGS
 LV1265
 LV1265                          STATION DESCRIPTION
 LV1265
 LV1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1265'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1265'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1265'AVENUE, THENCE 17.4 KM (10.80 MI) SOUTHERLY ALONG MATTOLE ROAD, 5.4 M
 LV1265'(17.7 FT) SOUTHEAST OF THE ROAD CENTERLINE, 2.3 M (7.5 FT) SOUTHWEST
 LV1265'OF THE WEST END OF A GATE, 0.3 M (1.0 FT) NORTHWEST OF A WITNESS POST
 LV1265'AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
 LV1265'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1290 ***********************************************************************
 LV1290  DESIGNATION -  P 1468
 LV1290  PID         -  LV1290
 LV1290  STATE/COUNTY-  CA/HUMBOLDT
 LV1290  USGS QUAD   -  FERNDALE (1972)
 LV1290
 LV1290                         *CURRENT SURVEY CONTROL
 LV1290  ___________________________________________________________________
 LV1290* NAD 83(1986)-  40 34 34.     (N)    124 16 00.     (W)     SCALED    
 LV1290* NAVD 88     -        19.872  (meters)      65.20   (feet)  ADJUSTED  
 LV1290  ___________________________________________________________________
 LV1290  GEOID HEIGHT-         -31.29  (meters)                     GEOID09
 LV1290  DYNAMIC HT  -          19.862 (meters)      65.16  (feet)  COMP
 LV1290  MODELED GRAV-     980,166.5   (mgal)                       NAVD 88
 LV1290
 LV1290  VERT ORDER  -  FIRST     CLASS II
 LV1290
 LV1290.The horizontal coordinates were scaled from a topographic map and have
 LV1290.an estimated accuracy of +/- 6 seconds.
 LV1290.
 LV1290.The orthometric height was determined by differential leveling and
 LV1290.adjusted in December 1992.
 LV1290
 LV1290.The geoid height was determined by GEOID09.
 LV1290
 LV1290.The dynamic height is computed by dividing the NAVD 88
 LV1290.geopotential number by the normal gravity value computed on the
 LV1290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1290.degrees latitude (g = 980.6199 gals.).
 LV1290
 LV1290.The modeled gravity was interpolated from observed gravity values.
 LV1290
 LV1290;                    North         East    Units  Estimated Accuracy
 LV1290;SPC CA 1     -   640,480.    1,808,120.      MT  (+/- 180 meters Scaled)
 LV1290
 LV1290                          SUPERSEDED SURVEY CONTROL
 LV1290
 LV1290  NGVD 29 (12/02/92)   18.890  (m)           61.97   (f) ADJUSTED    1 2
 LV1290
 LV1290.Superseded values are not recommended for survey control.
 LV1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1290.See file dsdata.txt to determine how the superseded data were derived.
 LV1290
 LV1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK927924(NAD 83)
 LV1290
 LV1290_MARKER: I = METAL ROD
 LV1290_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LV1290+WITH SETTING: INFORMATION.
 LV1290_SP_SET: METAL ROD DRIVEN INTO GROUND
 LV1290_STAMPING: P 1468 1992
 LV1290_MARK LOGO: NGS   
 LV1290_PROJECTION: FLUSH
 LV1290_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1290+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1290_ROD/PIPE-DEPTH: 1.1  meters
 LV1290
 LV1290  HISTORY     - Date     Condition        Report By
 LV1290  HISTORY     - 1992     MONUMENTED       NGS
 LV1290
 LV1290                          STATION DESCRIPTION
 LV1290
 LV1290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1290'IN FERNDALE, AT THE INTERSECTION OF OCEAN AVENUE AND MATTOLE ROAD,
 LV1290'10.5 M (34.4 FT) WEST OF AND LEVEL WITH THE ROAD CENTER, 8.6 M
 LV1290'(28.2 FT) SOUTH OF THE AVENUE CENTERLINE, 4.0 M (13.1 FT)
 LV1290'NORTH-NORTHEAST OF THE NORTH SUPPORT LEG OF A SIGN (CAPETOWN-PETROLIA)
 LV1290', 0.6 M (2.0 FT) WEST OF T-JUNCTION UTILITY POLE NUMBER 299 WITH A
 LV1290'TRANSFORMER, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST. NOTE--ACCESS
 LV1290'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN
 LV1290'TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1288 ***********************************************************************
 LV1288  DESIGNATION -  P 2
 LV1288  PID         -  LV1288
 LV1288  STATE/COUNTY-  CA/HUMBOLDT
 LV1288  USGS QUAD   -  FERNDALE (1972)
 LV1288
 LV1288                         *CURRENT SURVEY CONTROL
 LV1288  ___________________________________________________________________
 LV1288* NAD 83(1986)-  40 33 32.     (N)    124 16 21.     (W)     SCALED    
 LV1288* NAVD 88     -       253.560  (meters)     831.89   (feet)  ADJUSTED  
 LV1288  ___________________________________________________________________
 LV1288  GEOID HEIGHT-         -31.28  (meters)                     GEOID09
 LV1288  DYNAMIC HT  -         253.437 (meters)     831.48  (feet)  COMP
 LV1288  MODELED GRAV-     980,134.0   (mgal)                       NAVD 88
 LV1288
 LV1288  VERT ORDER  -  FIRST     CLASS II
 LV1288
 LV1288.The horizontal coordinates were scaled from a topographic map and have
 LV1288.an estimated accuracy of +/- 6 seconds.
 LV1288.
 LV1288.The orthometric height was determined by differential leveling and
 LV1288.adjusted in December 1992.
 LV1288
 LV1288.The geoid height was determined by GEOID09.
 LV1288
 LV1288.The dynamic height is computed by dividing the NAVD 88
 LV1288.geopotential number by the normal gravity value computed on the
 LV1288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1288.degrees latitude (g = 980.6199 gals.).
 LV1288
 LV1288.The modeled gravity was interpolated from observed gravity values.
 LV1288
 LV1288;                    North         East    Units  Estimated Accuracy
 LV1288;SPC CA 1     -   638,580.    1,807,570.      MT  (+/- 180 meters Scaled)
 LV1288
 LV1288                          SUPERSEDED SURVEY CONTROL
 LV1288
 LV1288  NGVD 29 (12/02/92)  252.578  (m)          828.67   (f) ADJUSTED    1 2
 LV1288
 LV1288.Superseded values are not recommended for survey control.
 LV1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1288.See file dsdata.txt to determine how the superseded data were derived.
 LV1288
 LV1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK922905(NAD 83)
 LV1288
 LV1288_MARKER: DB = BENCH MARK DISK
 LV1288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LV1288_SP_SET: CONCRETE POST
 LV1288_STAMPING: P-2
 LV1288_MARK LOGO: NONE  
 LV1288_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV1288+STABILITY: SURFACE MOTION
 LV1288_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1288+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1992
 LV1288
 LV1288  HISTORY     - Date     Condition        Report By
 LV1288  HISTORY     - UNK      MONUMENTED       RBNF
 LV1288  HISTORY     - 19921022 GOOD             NGS
 LV1288
 LV1288                          STATION DESCRIPTION
 LV1288
 LV1288'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1288'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1288'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1288'AVENUE, THENCE 2.4 KM (1.50 MI) SOUTHERLY ALONG MATTOLE ROAD, 7.1 M
 LV1288'(23.3 FT) EAST OF THE ROAD CENTERLINE, 0.9 M (3.0 FT) ABOVE THE LEVEL
 LV1288'OF THE ROAD, 0.3 M (1.0 FT) EAST OF A STEEL POST, AND THE MONUMENT IS
 LV1288'FLUSH WITH THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0368 ***********************************************************************
 LV0368  DESIGNATION -  P 229
 LV0368  PID         -  LV0368
 LV0368  STATE/COUNTY-  CA/HUMBOLDT
 LV0368  USGS QUAD   -  CAPETOWN (1969)
 LV0368
 LV0368                         *CURRENT SURVEY CONTROL
 LV0368  ___________________________________________________________________
 LV0368* NAD 83(1986)-  40 23 31.     (N)    124 22 17.     (W)     SCALED    
 LV0368* NAVD 88     -         9.169  (meters)      30.08   (feet)  ADJUSTED  
 LV0368  ___________________________________________________________________
 LV0368  GEOID HEIGHT-         -31.47  (meters)                     GEOID09
 LV0368  DYNAMIC HT  -           9.165 (meters)      30.07  (feet)  COMP
 LV0368  MODELED GRAV-     980,179.5   (mgal)                       NAVD 88
 LV0368
 LV0368  VERT ORDER  -  FIRST     CLASS II
 LV0368
 LV0368.The horizontal coordinates were scaled from a topographic map and have
 LV0368.an estimated accuracy of +/- 6 seconds.
 LV0368.
 LV0368.The orthometric height was determined by differential leveling and
 LV0368.adjusted in December 1992.
 LV0368
 LV0368.The geoid height was determined by GEOID09.
 LV0368
 LV0368.The dynamic height is computed by dividing the NAVD 88
 LV0368.geopotential number by the normal gravity value computed on the
 LV0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0368.degrees latitude (g = 980.6199 gals.).
 LV0368
 LV0368.The modeled gravity was interpolated from observed gravity values.
 LV0368
 LV0368;                    North         East    Units  Estimated Accuracy
 LV0368;SPC CA 1     -   620,270.    1,798,700.      MT  (+/- 180 meters Scaled)
 LV0368
 LV0368                          SUPERSEDED SURVEY CONTROL
 LV0368
 LV0368  NGVD 29 (12/02/92)    8.217  (m)           26.96   (f) ADJUSTED    1 2
 LV0368
 LV0368.Superseded values are not recommended for survey control.
 LV0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0368.See file dsdata.txt to determine how the superseded data were derived.
 LV0368
 LV0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK836721(NAD 83)
 LV0368
 LV0368_MARKER: DB = BENCH MARK DISK
 LV0368_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0368_SP_SET: PREFAB CONC. POST IN EARTH
 LV0368_STAMPING: P 229 1935
 LV0368_MARK LOGO: CGS   
 LV0368_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0368+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1992
 LV0368
 LV0368  HISTORY     - Date     Condition        Report By
 LV0368  HISTORY     - 1935     MONUMENTED       CGS
 LV0368  HISTORY     - 1972     GOOD             USGS
 LV0368  HISTORY     - 19920928 GOOD             NGS
 LV0368
 LV0368                          STATION DESCRIPTION
 LV0368
 LV0368'DESCRIBED BY US GEOLOGICAL SURVEY 1972
 LV0368'7.6 MI S FROM CAPETOWN.
 LV0368'7.6 MI. S. ALONG MATTOLE ROAD FROM CAPETOWN, 960 FT. SE. OF A
 LV0368'CONCRETE BRIDGE WHICH IS ABOUT 40 FT. E. OF THE SHORELINE, 100
 LV0368'FT. NE OF A BUILDING RUIN, 23 FT. E. OF CENTERLINE OF ROAD,
 LV0368'5 FT. NW OF A WITNESS SIGN OF A FENCE POST, AT W. EDGE OF FENCE,
 LV0368'A STANDARD DISK STAMPED P 229 1935 AND SET IN TOP OF A CONCRETE
 LV0368'POST.
 LV0368
 LV0368                          STATION RECOVERY (1992)
 LV0368
 LV0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0368'15.0 KM (9.30 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV0368'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, 0.3 KM (0.20 MI) SOUTHEAST
 LV0368'OF BRIDGE NUMBER 22-91 SPANNING A CREEK, 65.0 M (213.3 FT) SOUTHEAST
 LV0368'OF THE CENTER OF A GATE, 7.1 M (23.3 FT) NORTHEAST OF AND LEVEL WITH
 LV0368'THE ROAD CENTERLINE, 0.3 M (1.0 FT) NORTHEAST OF A STEEL POST, 0.2 M
 LV0368'(0.7 FT) NORTHWEST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 LV0368'(0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1306 ***********************************************************************
 LU1306  DESIGNATION -  Q 1085
 LU1306  PID         -  LU1306
 LU1306  STATE/COUNTY-  CA/HUMBOLDT
 LU1306  USGS QUAD   -  WEOTT (1969)
 LU1306
 LU1306                         *CURRENT SURVEY CONTROL
 LU1306  ___________________________________________________________________
 LU1306* NAD 83(1986)-  40 18 49.     (N)    123 54 43.     (W)     SCALED    
 LU1306* NAVD 88     -       100.553  (meters)     329.90   (feet)  ADJUSTED  
 LU1306  ___________________________________________________________________
 LU1306  GEOID HEIGHT-         -30.51  (meters)                     GEOID09
 LU1306  DYNAMIC HT  -         100.501 (meters)     329.73  (feet)  COMP
 LU1306  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 LU1306
 LU1306  VERT ORDER  -  FIRST     CLASS II
 LU1306
 LU1306.The horizontal coordinates were scaled from a topographic map and have
 LU1306.an estimated accuracy of +/- 6 seconds.
 LU1306.
 LU1306.The orthometric height was determined by differential leveling and
 LU1306.adjusted in December 1992.
 LU1306
 LU1306.The geoid height was determined by GEOID09.
 LU1306
 LU1306.The dynamic height is computed by dividing the NAVD 88
 LU1306.geopotential number by the normal gravity value computed on the
 LU1306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1306.degrees latitude (g = 980.6199 gals.).
 LU1306
 LU1306.The modeled gravity was interpolated from observed gravity values.
 LU1306
 LU1306;                    North         East    Units  Estimated Accuracy
 LU1306;SPC CA 1     -   610,620.    1,837,500.      MT  (+/- 180 meters Scaled)
 LU1306
 LU1306                          SUPERSEDED SURVEY CONTROL
 LU1306
 LU1306  NAVD 88 (06/15/91)  100.553  (m)          329.90   (f) UNKNOWN     1 2
 LU1306  NGVD 29 (12/02/92)   99.602  (m)          326.78   (f) ADJUSTED    1 2
 LU1306
 LU1306.Superseded values are not recommended for survey control.
 LU1306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1306.See file dsdata.txt to determine how the superseded data were derived.
 LU1306
 LU1306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK225629(NAD 83)
 LU1306
 LU1306_MARKER: DB = BENCH MARK DISK
 LU1306_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1306_SP_SET: RETAINING WALL
 LU1306_STAMPING: Q 1085 1967
 LU1306_MARK LOGO: CGS   
 LU1306_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1306+STABILITY: SURFACE MOTION
 LU1306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1306+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LU1306
 LU1306  HISTORY     - Date     Condition        Report By
 LU1306  HISTORY     - 1967     MONUMENTED       CGS
 LU1306  HISTORY     - 19880324 GOOD             NGS
 LU1306  HISTORY     - 19920730 GOOD             NGS
 LU1306
 LU1306                          STATION DESCRIPTION
 LU1306
 LU1306'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1306'4.5 MI N FROM MYERS FLAT.
 LU1306'4.5 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1306'OVERPASS AT MYERS FLAT, IN THE TOP AND 0.3 FOOT NORTHWEST OF
 LU1306'THE SOUTHEAST END OF A RETAINING WALL AT CATCH BASIN 32.41, 32
 LU1306'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 4
 LU1306'FEET HIGHER THAN THE HIGHWAY.
 LU1306
 LU1306                          STATION RECOVERY (1988)
 LU1306
 LU1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1306'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  32.6 KM (20.25
 LU1306'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1306'GARBERVILLE.
 LU1306
 LU1306                          STATION RECOVERY (1992)
 LU1306
 LU1306'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1306'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1306'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1306'REDWOOD DRIVE, THENCE 33.9 KM (21.05 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1306'101, IN TOP OF AND 0.1 M (0.3 FT) NORTHWEST OF THE SOUTHEAST END OF A
 LU1306'CONCRETE RETAINING WALL FOR A CATCH BASIN AT MILEPOST 32.41, 9.8 M
 LU1306'(32.2 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LU1306'HIGHWAY, AND 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0395 ***********************************************************************
 LV0395  DESIGNATION -  Q 1086
 LV0395  PID         -  LV0395
 LV0395  STATE/COUNTY-  CA/HUMBOLDT
 LV0395  USGS QUAD   -  SCOTIA (1970)
 LV0395
 LV0395                         *CURRENT SURVEY CONTROL
 LV0395  ___________________________________________________________________
 LV0395* NAD 83(1986)-  40 29 39.     (N)    124 06 08.     (W)     SCALED    
 LV0395* NAVD 88     -        41.940  (meters)     137.60   (feet)  ADJUSTED  
 LV0395  ___________________________________________________________________
 LV0395  GEOID HEIGHT-         -30.83  (meters)                     GEOID09
 LV0395  DYNAMIC HT  -          41.920 (meters)     137.53  (feet)  COMP
 LV0395  MODELED GRAV-     980,143.9   (mgal)                       NAVD 88
 LV0395
 LV0395  VERT ORDER  -  FIRST     CLASS II
 LV0395
 LV0395.The horizontal coordinates were scaled from a topographic map and have
 LV0395.an estimated accuracy of +/- 6 seconds.
 LV0395.
 LV0395.The orthometric height was determined by differential leveling and
 LV0395.adjusted in December 1992.
 LV0395
 LV0395.The geoid height was determined by GEOID09.
 LV0395
 LV0395.The dynamic height is computed by dividing the NAVD 88
 LV0395.geopotential number by the normal gravity value computed on the
 LV0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0395.degrees latitude (g = 980.6199 gals.).
 LV0395
 LV0395.The modeled gravity was interpolated from observed gravity values.
 LV0395
 LV0395;                    North         East    Units  Estimated Accuracy
 LV0395;SPC CA 1     -   631,030.    1,821,820.      MT  (+/- 180 meters Scaled)
 LV0395
 LV0395                          SUPERSEDED SURVEY CONTROL
 LV0395
 LV0395  NAVD 88 (06/15/91)   41.989  (m)          137.76   (f) UNKNOWN     1 2
 LV0395  NGVD 29 (12/02/92)   40.965  (m)          134.40   (f) ADJUSTED    1 2
 LV0395
 LV0395.Superseded values are not recommended for survey control.
 LV0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0395.See file dsdata.txt to determine how the superseded data were derived.
 LV0395
 LV0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK065831(NAD 83)
 LV0395
 LV0395_MARKER: DB = BENCH MARK DISK
 LV0395_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0395_SP_SET: ABUTMENT
 LV0395_STAMPING: Q 1086 1967
 LV0395_MARK LOGO: CGS   
 LV0395_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0395+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0395
 LV0395  HISTORY     - Date     Condition        Report By
 LV0395  HISTORY     - 1967     MONUMENTED       CGS
 LV0395  HISTORY     - 19880226 GOOD             NGS
 LV0395  HISTORY     - 19920728 GOOD             NGS
 LV0395
 LV0395                          STATION DESCRIPTION
 LV0395
 LV0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0395'AT RIO DELL.
 LV0395'AT RIO DELL, ACROSS THE EEL BRIDGE FROM SCOTIA, 0.8 MILE NORTHWEST
 LV0395'OF BENCH MARK S 100, 60 FEET SOUTH OF THE CENTER OF THE INTERSECTION
 LV0395'OF WILDWOOD AVENUE (U.S. HIGHWAY 101) AND E. BRIDGE STREET
 LV0395'IN THE TOP OF THE NORTH END OF THE EAST CONCRETE CURB OF A STEEL
 LV0395'TRUSS BRIDGE OVER EEL RIVER, 15 FEET EAST OF THE CENTER LINE OF THE
 LV0395'HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY.
 LV0395
 LV0395                          STATION RECOVERY (1988)
 LV0395
 LV0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0395'RECOVERED IN GOOD CONDITION.
 LV0395
 LV0395                          STATION RECOVERY (1992)
 LV0395
 LV0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0395'IN RIO DELL, AT THE INTERSECTION OF WILDWOOD AVENUE AND EAST BRIDGE
 LV0395'STREET, NEAR THE NORTH END OF THE EAST CONCRETE ABUTMENT WALKWAY OF
 LV0395'THE AVENUE BRIDGE SPANNING THE EEL RIVER, 18.3 M (60.0 FT) SOUTH OF
 LV0395'THE CENTER OF THE STREET, 4.6 M (15.1 FT) EAST OF THE CENTERLINE OF
 LV0395'THE AVENUE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0665 ***********************************************************************
 LV0665  DESIGNATION -  Q 1401
 LV0665  PID         -  LV0665
 LV0665  STATE/COUNTY-  CA/HUMBOLDT
 LV0665  USGS QUAD   -  FORTUNA (1972)
 LV0665
 LV0665                         *CURRENT SURVEY CONTROL
 LV0665  ___________________________________________________________________
 LV0665* NAD 83(1986)-  40 31 03.     (N)    124 08 17.     (W)     SCALED    
 LV0665* NAVD 88     -        24.137  (meters)      79.19   (feet)  ADJUSTED  
 LV0665  ___________________________________________________________________
 LV0665  GEOID HEIGHT-         -30.94  (meters)                     GEOID09
 LV0665  DYNAMIC HT  -          24.125 (meters)      79.15  (feet)  COMP
 LV0665  MODELED GRAV-     980,146.4   (mgal)                       NAVD 88
 LV0665
 LV0665  VERT ORDER  -  FIRST     CLASS II
 LV0665
 LV0665.The horizontal coordinates were scaled from a topographic map and have
 LV0665.an estimated accuracy of +/- 6 seconds.
 LV0665.
 LV0665.The orthometric height was determined by differential leveling and
 LV0665.adjusted in December 1992.
 LV0665
 LV0665.The geoid height was determined by GEOID09.
 LV0665
 LV0665.The dynamic height is computed by dividing the NAVD 88
 LV0665.geopotential number by the normal gravity value computed on the
 LV0665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0665.degrees latitude (g = 980.6199 gals.).
 LV0665
 LV0665.The modeled gravity was interpolated from observed gravity values.
 LV0665
 LV0665;                    North         East    Units  Estimated Accuracy
 LV0665;SPC CA 1     -   633,700.    1,818,840.      MT  (+/- 180 meters Scaled)
 LV0665
 LV0665                          SUPERSEDED SURVEY CONTROL
 LV0665
 LV0665  NAVD 88 (06/15/91)   24.179  (m)           79.33   (f) UNKNOWN     1 2
 LV0665  NGVD 29 (12/02/92)   23.159  (m)           75.98   (f) ADJUSTED    1 2
 LV0665
 LV0665.Superseded values are not recommended for survey control.
 LV0665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0665.See file dsdata.txt to determine how the superseded data were derived.
 LV0665
 LV0665_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK035858(NAD 83)
 LV0665
 LV0665_MARKER: I = METAL ROD
 LV0665_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0665_SP_SET: STAINLESS STEEL ROD
 LV0665_STAMPING: Q 1401 1988
 LV0665_MARK LOGO: NGS   
 LV0665_PROJECTION: FLUSH
 LV0665_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0665_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0665_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0665+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0665_ROD/PIPE-DEPTH: 8.5  meters
 LV0665
 LV0665  HISTORY     - Date     Condition        Report By
 LV0665  HISTORY     - 1988     MONUMENTED       NGS
 LV0665  HISTORY     - 19920728 GOOD             NGS
 LV0665
 LV0665                          STATION DESCRIPTION
 LV0665
 LV0665'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0665'10.3 KM (6.40 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0665'OVERPASS IN FORTUNA, 16.9 M (55.4 FT) NORTHWEST OF THE CENTER OF A
 LV0665'PAVED ROAD LEADING NORTHEAST TO THE EEL RIVER SAWMILL, 11.8 M (38.7
 LV0665'FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LV0665'HIGHWAY, 4.1 M (13.5 FT) NORTHWEST OF A FENCE CORNER, 0.3 M (1.0 FT)
 LV0665'BELOW THE LEVEL OF THE HIGHWAY, AND 0.1 M (0.3 FT) SOUTHWEST OF A
 LV0665'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LV0665'5-INCH LOGO CAP.
 LV0665
 LV0665                          STATION RECOVERY (1992)
 LV0665
 LV0665'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0665'10.4 KM (6.45 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0665'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0665'16.9 M (55.4 FT) NORTHWEST OF THE CENTER OF A PAVED ROAD LEADING
 LV0665'NORTHEAST TO THE EEL RIVER SAWMILL, 11.8 M (38.7 FT) NORTHEAST OF THE
 LV0665'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 4.1 M (13.5 FT)
 LV0665'NORTHWEST OF A FENCE CORNER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 LV0665'HIGHWAY, AND 0.1 M (0.3 FT) SOUTHWEST OF A WITNESS POST AND
 LV0665'CHAIN-LINK FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LV0665'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2304 ***********************************************************************
 LU2304  DESIGNATION -  Q 1463
 LU2304  PID         -  LU2304
 LU2304  STATE/COUNTY-  CA/HUMBOLDT
 LU2304  USGS QUAD   -  GARBERVILLE (1970)
 LU2304
 LU2304                         *CURRENT SURVEY CONTROL
 LU2304  ___________________________________________________________________
 LU2304* NAD 83(1986)-  40 06 22.     (N)    123 51 47.     (W)     SCALED    
 LU2304* NAVD 88     -       451.383  (meters)    1480.91   (feet)  ADJUSTED  
 LU2304  ___________________________________________________________________
 LU2304  GEOID HEIGHT-         -30.59  (meters)                     GEOID09
 LU2304  DYNAMIC HT  -         451.127 (meters)    1480.07  (feet)  COMP
 LU2304  MODELED GRAV-     980,042.9   (mgal)                       NAVD 88
 LU2304
 LU2304  VERT ORDER  -  FIRST     CLASS II
 LU2304
 LU2304.The horizontal coordinates were scaled from a topographic map and have
 LU2304.an estimated accuracy of +/- 6 seconds.
 LU2304.
 LU2304.The orthometric height was determined by differential leveling and
 LU2304.adjusted in December 1992.
 LU2304
 LU2304.The geoid height was determined by GEOID09.
 LU2304
 LU2304.The dynamic height is computed by dividing the NAVD 88
 LU2304.geopotential number by the normal gravity value computed on the
 LU2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2304.degrees latitude (g = 980.6199 gals.).
 LU2304
 LU2304.The modeled gravity was interpolated from observed gravity values.
 LU2304
 LU2304;                    North         East    Units  Estimated Accuracy
 LU2304;SPC CA 1     -   587,500.    1,841,170.      MT  (+/- 180 meters Scaled)
 LU2304
 LU2304                          SUPERSEDED SURVEY CONTROL
 LU2304
 LU2304  NGVD 29 (12/02/92)  450.449  (m)         1477.85   (f) ADJUSTED    1 2
 LU2304
 LU2304.Superseded values are not recommended for survey control.
 LU2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2304.See file dsdata.txt to determine how the superseded data were derived.
 LU2304
 LU2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK264398(NAD 83)
 LU2304
 LU2304_MARKER: DV = VERTICAL CONTROL DISK
 LU2304_SETTING: 66 = SET IN ROCK OUTCROP
 LU2304_SP_SET: BEDROCK
 LU2304_STAMPING: Q 1463
 LU2304_MARK LOGO: NGS   
 LU2304_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU2304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2304+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2304
 LU2304  HISTORY     - Date     Condition        Report By
 LU2304  HISTORY     - 1992     MONUMENTED       NGS
 LU2304
 LU2304                          STATION DESCRIPTION
 LU2304
 LU2304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2304'3.3 KM (2.05 MI) SOUTHERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU2304'OFFICE IN GARBERVILLE, THENCE 7.7 KM (4.80 MI) NORTHWESTERLY ALONG
 LU2304'OLD BRICELAND ROAD, NEAR THE CENTER OF A 2 BY 2-FOOT EXPOSED AREA OF
 LU2304'BEDROCK, 10.0 M (32.8 FT) NORTH OF THE ROAD CENTER, 2.4 M (7.9 FT)
 LU2304'NORTHEAST OF THE CENTER OF A TRACK ROAD, 0.6 M (2.0 FT) ABOVE THE
 LU2304'LEVEL THE ROAD, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1192 ***********************************************************************
 LV1192  DESIGNATION -  Q 1464
 LV1192  PID         -  LV1192
 LV1192  STATE/COUNTY-  CA/HUMBOLDT
 LV1192  USGS QUAD   -  HONEYDEW (1970)
 LV1192
 LV1192                         *CURRENT SURVEY CONTROL
 LV1192  ___________________________________________________________________
 LV1192* NAD 83(1986)-  40 09 13.     (N)    124 04 11.     (W)     SCALED    
 LV1192* NAVD 88     -       560.827  (meters)    1839.98   (feet)  ADJUSTED  
 LV1192  ___________________________________________________________________
 LV1192  GEOID HEIGHT-         -30.66  (meters)                     GEOID09
 LV1192  DYNAMIC HT  -         560.505 (meters)    1838.92  (feet)  COMP
 LV1192  MODELED GRAV-     980,032.6   (mgal)                       NAVD 88
 LV1192
 LV1192  VERT ORDER  -  FIRST     CLASS II
 LV1192
 LV1192.The horizontal coordinates were scaled from a topographic map and have
 LV1192.an estimated accuracy of +/- 6 seconds.
 LV1192.
 LV1192.The orthometric height was determined by differential leveling and
 LV1192.adjusted in December 1992.
 LV1192
 LV1192.The geoid height was determined by GEOID09.
 LV1192
 LV1192.The dynamic height is computed by dividing the NAVD 88
 LV1192.geopotential number by the normal gravity value computed on the
 LV1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1192.degrees latitude (g = 980.6199 gals.).
 LV1192
 LV1192.The modeled gravity was interpolated from observed gravity values.
 LV1192
 LV1192;                    North         East    Units  Estimated Accuracy
 LV1192;SPC CA 1     -   593,170.    1,823,680.      MT  (+/- 180 meters Scaled)
 LV1192
 LV1192                          SUPERSEDED SURVEY CONTROL
 LV1192
 LV1192  NGVD 29 (12/02/92)  559.876  (m)         1836.86   (f) ADJUSTED    1 2
 LV1192
 LV1192.Superseded values are not recommended for survey control.
 LV1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1192.See file dsdata.txt to determine how the superseded data were derived.
 LV1192
 LV1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK088453(NAD 83)
 LV1192
 LV1192_MARKER: I = METAL ROD
 LV1192_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1192_SP_SET: STAINLESS STEEL ROD
 LV1192_STAMPING: Q 1464 1992
 LV1192_MARK LOGO: NGS   
 LV1192_PROJECTION: FLUSH
 LV1192_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1192+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1192_ROD/PIPE-DEPTH: 3.2  meters
 LV1192
 LV1192  HISTORY     - Date     Condition        Report By
 LV1192  HISTORY     - 1992     MONUMENTED       NGS
 LV1192
 LV1192                          STATION DESCRIPTION
 LV1192
 LV1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1192'14.0 KM (8.70 MI) SOUTHERLY ALONG WILDER RIDGE ROAD FROM THE JUNCTION
 LV1192'OF MATTOLE ROAD IN HONEYDEW, 11.3 M (37.1 FT) EAST OF THE CENTER OF A
 LV1192'DRIVEWAY, 8.1 M (26.6 FT) SOUTH OF AND LEVEL WITH THE ROAD CENTER,
 LV1192'5.0 M (16.4 FT) WEST OF UTILITY POLE NUMBER 1150691 WITH A GUY CABLE,
 LV1192'AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE
 LV1192'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1242 ***********************************************************************
 LV1242  DESIGNATION -  Q 1465
 LV1242  PID         -  LV1242
 LV1242  STATE/COUNTY-  CA/HUMBOLDT
 LV1242  USGS QUAD   -  PETROLIA (1969)
 LV1242
 LV1242                         *CURRENT SURVEY CONTROL
 LV1242  ___________________________________________________________________
 LV1242* NAD 83(1986)-  40 18 46.     (N)    124 17 01.     (W)     SCALED    
 LV1242* NAVD 88     -        33.446  (meters)     109.73   (feet)  ADJUSTED  
 LV1242  ___________________________________________________________________
 LV1242  GEOID HEIGHT-         -31.14  (meters)                     GEOID09
 LV1242  DYNAMIC HT  -          33.431 (meters)     109.68  (feet)  COMP
 LV1242  MODELED GRAV-     980,174.6   (mgal)                       NAVD 88
 LV1242
 LV1242  VERT ORDER  -  FIRST     CLASS II
 LV1242
 LV1242.The horizontal coordinates were scaled from a topographic map and have
 LV1242.an estimated accuracy of +/- 6 seconds.
 LV1242.
 LV1242.The orthometric height was determined by differential leveling and
 LV1242.adjusted in December 1992.
 LV1242
 LV1242.The geoid height was determined by GEOID09.
 LV1242
 LV1242.The dynamic height is computed by dividing the NAVD 88
 LV1242.geopotential number by the normal gravity value computed on the
 LV1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1242.degrees latitude (g = 980.6199 gals.).
 LV1242
 LV1242.The modeled gravity was interpolated from observed gravity values.
 LV1242
 LV1242;                    North         East    Units  Estimated Accuracy
 LV1242;SPC CA 1     -   611,290.    1,805,920.      MT  (+/- 180 meters Scaled)
 LV1242
 LV1242                          SUPERSEDED SURVEY CONTROL
 LV1242
 LV1242  NGVD 29 (12/02/92)   32.498  (m)          106.62   (f) ADJUSTED    1 2
 LV1242
 LV1242.Superseded values are not recommended for survey control.
 LV1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1242.See file dsdata.txt to determine how the superseded data were derived.
 LV1242
 LV1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK909632(NAD 83)
 LV1242
 LV1242_MARKER: I = METAL ROD
 LV1242_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1242_SP_SET: STAINLESS STEEL ROD
 LV1242_STAMPING: Q 1465 1992
 LV1242_MARK LOGO: NGS   
 LV1242_PROJECTION: FLUSH
 LV1242_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1242+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1242_ROD/PIPE-DEPTH: 7.3  meters
 LV1242
 LV1242  HISTORY     - Date     Condition        Report By
 LV1242  HISTORY     - 1992     MONUMENTED       NGS
 LV1242
 LV1242                          STATION DESCRIPTION
 LV1242
 LV1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1242'1.1 KM (0.70 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV1242'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, 48.2 M (158.1 FT)
 LV1242'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRIDGE SPANNING THE
 LV1242'MATTOLE RIVER, 47.0 M (154.2 FT) SOUTHWEST OF THE CENTERLINE OF THE
 LV1242'ROAD, 9.8 M (32.2 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND
 LV1242'GATE, 9.6 M (31.5 FT) SOUTH OF THE CENTER OF LIGHTHOUSE ROAD, 0.3 M
 LV1242'(1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) NORTH OF A
 LV1242'WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LV1242'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1219 ***********************************************************************
 LV1219  DESIGNATION -  Q 1466
 LV1219  PID         -  LV1219
 LV1219  STATE/COUNTY-  CA/HUMBOLDT
 LV1219  USGS QUAD   -  BULL CREEK (1969)
 LV1219
 LV1219                         *CURRENT SURVEY CONTROL
 LV1219  ___________________________________________________________________
 LV1219* NAD 83(1986)-  40 18 53.     (N)    124 03 38.     (W)     SCALED    
 LV1219* NAVD 88     -       628.368  (meters)    2061.57   (feet)  ADJUSTED  
 LV1219  ___________________________________________________________________
 LV1219  GEOID HEIGHT-         -30.59  (meters)                     GEOID09
 LV1219  DYNAMIC HT  -         628.009 (meters)    2060.39  (feet)  COMP
 LV1219  MODELED GRAV-     980,033.1   (mgal)                       NAVD 88
 LV1219
 LV1219  VERT ORDER  -  FIRST     CLASS II
 LV1219
 LV1219.The horizontal coordinates were scaled from a topographic map and have
 LV1219.an estimated accuracy of +/- 6 seconds.
 LV1219.
 LV1219.The orthometric height was determined by differential leveling and
 LV1219.adjusted in December 1992.
 LV1219
 LV1219.The geoid height was determined by GEOID09.
 LV1219
 LV1219.The dynamic height is computed by dividing the NAVD 88
 LV1219.geopotential number by the normal gravity value computed on the
 LV1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1219.degrees latitude (g = 980.6199 gals.).
 LV1219
 LV1219.The modeled gravity was interpolated from observed gravity values.
 LV1219
 LV1219;                    North         East    Units  Estimated Accuracy
 LV1219;SPC CA 1     -   611,030.    1,824,880.      MT  (+/- 180 meters Scaled)
 LV1219
 LV1219                          SUPERSEDED SURVEY CONTROL
 LV1219
 LV1219  NGVD 29 (12/02/92)  627.398  (m)         2058.39   (f) ADJUSTED    1 2
 LV1219
 LV1219.Superseded values are not recommended for survey control.
 LV1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1219.See file dsdata.txt to determine how the superseded data were derived.
 LV1219
 LV1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK098632(NAD 83)
 LV1219
 LV1219_MARKER: I = METAL ROD
 LV1219_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1219_SP_SET: STAINLESS STEEL ROD
 LV1219_STAMPING: Q 1466 1992
 LV1219_MARK LOGO: NGS   
 LV1219_PROJECTION: FLUSH
 LV1219_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1219_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1219+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1219_ROD/PIPE-DEPTH: 3.6  meters
 LV1219
 LV1219  HISTORY     - Date     Condition        Report By
 LV1219  HISTORY     - 1992     MONUMENTED       NGS
 LV1219
 LV1219                          STATION DESCRIPTION
 LV1219
 LV1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1219'17.4 KM (10.80 MI) NORTHEASTERLY ALONG MATTOLE ROAD FROM THE JUNCTION
 LV1219'OF WILDER RIDGE ROAD IN HONEYDEW, 7.5 M (24.6 FT) NORTHWEST OF AND
 LV1219'LEVEL WITH THE ROAD CENTERLINE, 7.3 M (24.0 FT) NORTHEAST OF THE
 LV1219'NORTH CORNER OF A CATCH BASIN, AND 0.2 M (0.7 FT) SOUTHEAST OF A
 LV1219'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LV1219'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1266 ***********************************************************************
 LV1266  DESIGNATION -  Q 1467
 LV1266  PID         -  LV1266
 LV1266  STATE/COUNTY-  CA/HUMBOLDT
 LV1266  USGS QUAD   -  CAPETOWN (1969)
 LV1266
 LV1266                         *CURRENT SURVEY CONTROL
 LV1266  ___________________________________________________________________
 LV1266* NAD 83(1986)-  40 29 38.     (N)    124 18 32.     (W)     SCALED    
 LV1266* NAVD 88     -       433.877  (meters)    1423.48   (feet)  ADJUSTED  
 LV1266  ___________________________________________________________________
 LV1266  GEOID HEIGHT-         -31.20  (meters)                     GEOID09
 LV1266  DYNAMIC HT  -         433.651 (meters)    1422.74  (feet)  COMP
 LV1266  MODELED GRAV-     980,091.9   (mgal)                       NAVD 88
 LV1266
 LV1266  VERT ORDER  -  FIRST     CLASS II
 LV1266
 LV1266.The horizontal coordinates were scaled from a topographic map and have
 LV1266.an estimated accuracy of +/- 6 seconds.
 LV1266.
 LV1266.The orthometric height was determined by differential leveling and
 LV1266.adjusted in December 1992.
 LV1266
 LV1266.The geoid height was determined by GEOID09.
 LV1266
 LV1266.The dynamic height is computed by dividing the NAVD 88
 LV1266.geopotential number by the normal gravity value computed on the
 LV1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1266.degrees latitude (g = 980.6199 gals.).
 LV1266
 LV1266.The modeled gravity was interpolated from observed gravity values.
 LV1266
 LV1266;                    North         East    Units  Estimated Accuracy
 LV1266;SPC CA 1     -   631,440.    1,804,300.      MT  (+/- 180 meters Scaled)
 LV1266
 LV1266                          SUPERSEDED SURVEY CONTROL
 LV1266
 LV1266  NGVD 29 (12/02/92)  432.896  (m)         1420.26   (f) ADJUSTED    1 2
 LV1266
 LV1266.Superseded values are not recommended for survey control.
 LV1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1266.See file dsdata.txt to determine how the superseded data were derived.
 LV1266
 LV1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK890833(NAD 83)
 LV1266
 LV1266_MARKER: I = METAL ROD
 LV1266_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LV1266+WITH SETTING: INFORMATION.
 LV1266_SP_SET: METAL ROD DRIVEN INTO GROUND
 LV1266_STAMPING: Q 1467 1992
 LV1266_MARK LOGO: NGS   
 LV1266_PROJECTION: RECESSED 3 CENTIMETERS
 LV1266_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1266+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1266_ROD/PIPE-DEPTH: 1.1  meters
 LV1266
 LV1266  HISTORY     - Date     Condition        Report By
 LV1266  HISTORY     - 1992     MONUMENTED       NGS
 LV1266
 LV1266                          STATION DESCRIPTION
 LV1266
 LV1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1266'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1266'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1266'AVENUE, THENCE 14.0 KM (8.70 MI) SOUTHERLY ALONG MATTOLE ROAD, ON THE
 LV1266'OUTSIDE OF A SWITCH BACK, 10.0 M (32.8 FT) SOUTH OF THE ROAD
 LV1266'CENTERLINE, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND 0.3 M
 LV1266'(1.0 FT) BELOW THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE DATUM
 LV1266'POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO REFUSAL
 LV1266'AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1291 ***********************************************************************
 LV1291  DESIGNATION -  Q 1468
 LV1291  PID         -  LV1291
 LV1291  STATE/COUNTY-  CA/HUMBOLDT
 LV1291  USGS QUAD   -  FERNDALE (1972)
 LV1291
 LV1291                         *CURRENT SURVEY CONTROL
 LV1291  ___________________________________________________________________
 LV1291* NAD 83(1986)-  40 35 06.     (N)    124 15 56.     (W)     SCALED    
 LV1291* NAVD 88     -         9.272  (meters)      30.42   (feet)  ADJUSTED  
 LV1291  ___________________________________________________________________
 LV1291  GEOID HEIGHT-         -31.30  (meters)                     GEOID09
 LV1291  DYNAMIC HT  -           9.268 (meters)      30.41  (feet)  COMP
 LV1291  MODELED GRAV-     980,173.2   (mgal)                       NAVD 88
 LV1291
 LV1291  VERT ORDER  -  FIRST     CLASS II
 LV1291
 LV1291.The horizontal coordinates were scaled from a topographic map and have
 LV1291.an estimated accuracy of +/- 6 seconds.
 LV1291.
 LV1291.The orthometric height was determined by differential leveling and
 LV1291.adjusted in December 1992.
 LV1291
 LV1291.The geoid height was determined by GEOID09.
 LV1291
 LV1291.The dynamic height is computed by dividing the NAVD 88
 LV1291.geopotential number by the normal gravity value computed on the
 LV1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1291.degrees latitude (g = 980.6199 gals.).
 LV1291
 LV1291.The modeled gravity was interpolated from observed gravity values.
 LV1291
 LV1291;                    North         East    Units  Estimated Accuracy
 LV1291;SPC CA 1     -   641,460.    1,808,240.      MT  (+/- 180 meters Scaled)
 LV1291
 LV1291                          SUPERSEDED SURVEY CONTROL
 LV1291
 LV1291  NGVD 29 (12/02/92)    8.290  (m)           27.20   (f) ADJUSTED    1 2
 LV1291
 LV1291.Superseded values are not recommended for survey control.
 LV1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1291.See file dsdata.txt to determine how the superseded data were derived.
 LV1291
 LV1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK928934(NAD 83)
 LV1291
 LV1291_MARKER: I = METAL ROD
 LV1291_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LV1291_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LV1291_STAMPING: Q 1468 1992
 LV1291_MARK LOGO: NGS   
 LV1291_PROJECTION: RECESSED 3 CENTIMETERS
 LV1291_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1291+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1291_ROD/PIPE-DEPTH: 18.1 meters
 LV1291_SLEEVE-DEPTH  : 0.9 meters
 LV1291
 LV1291  HISTORY     - Date     Condition        Report By
 LV1291  HISTORY     - 1992     MONUMENTED       NGS
 LV1291
 LV1291                          STATION DESCRIPTION
 LV1291
 LV1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1291'IN FERNDALE, AT THE INTERSECTION OF ARLINGTON AVENUE AND 5TH STREET,
 LV1291'93.8 M (307.7 FT) NORTH OF THE AVENUE CENTERLINE, 17.8 M (58.4 FT)
 LV1291'NORTH OF THE CENTER OF THE MOST NORTHERLY DRIVEWAY LEADING TO THE
 LV1291'HUMBOLDT COUNTY ROAD DEPARTMENT, 8.5 M (27.9 FT) EAST OF AND LEVEL
 LV1291'WITH THE STREET CENTER, 1.3 M (4.3 FT) SOUTHWEST OF A CHAIN-LINK
 LV1291'FENCE CORNER, AND 1.1 M (3.6 FT) WEST OF A WITNESS POST AND FENCE.
 LV1291'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 LV1291'SLEEVE DEPTH DOES NOT MEET THE REQUIREMENTS OF A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0369 ***********************************************************************
 LV0369  DESIGNATION -  Q 229
 LV0369  PID         -  LV0369
 LV0369  STATE/COUNTY-  CA/HUMBOLDT
 LV0369  USGS QUAD   -  PETROLIA (1969)
 LV0369
 LV0369                         *CURRENT SURVEY CONTROL
 LV0369  ___________________________________________________________________
 LV0369* NAD 83(1986)-  40 22 08.     (N)    124 21 44.     (W)     SCALED    
 LV0369* NAVD 88     -         9.737  (meters)      31.95   (feet)  ADJUSTED  
 LV0369  ___________________________________________________________________
 LV0369  GEOID HEIGHT-         -31.46  (meters)                     GEOID09
 LV0369  DYNAMIC HT  -           9.733 (meters)      31.93  (feet)  COMP
 LV0369  MODELED GRAV-     980,180.1   (mgal)                       NAVD 88
 LV0369
 LV0369  VERT ORDER  -  FIRST     CLASS II
 LV0369
 LV0369.The horizontal coordinates were scaled from a topographic map and have
 LV0369.an estimated accuracy of +/- 6 seconds.
 LV0369.
 LV0369.The orthometric height was determined by differential leveling and
 LV0369.adjusted in December 1992.
 LV0369
 LV0369.The geoid height was determined by GEOID09.
 LV0369
 LV0369.The dynamic height is computed by dividing the NAVD 88
 LV0369.geopotential number by the normal gravity value computed on the
 LV0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0369.degrees latitude (g = 980.6199 gals.).
 LV0369
 LV0369.The modeled gravity was interpolated from observed gravity values.
 LV0369
 LV0369;                    North         East    Units  Estimated Accuracy
 LV0369;SPC CA 1     -   617,690.    1,799,410.      MT  (+/- 180 meters Scaled)
 LV0369
 LV0369                          SUPERSEDED SURVEY CONTROL
 LV0369
 LV0369  NGVD 29 (12/02/92)    8.786  (m)           28.83   (f) ADJUSTED    1 2
 LV0369
 LV0369.Superseded values are not recommended for survey control.
 LV0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0369.See file dsdata.txt to determine how the superseded data were derived.
 LV0369
 LV0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK843695(NAD 83)
 LV0369
 LV0369_MARKER: DB = BENCH MARK DISK
 LV0369_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0369_SP_SET: HEADWALL
 LV0369_STAMPING: Q 229 1935
 LV0369_MARK LOGO: CGS   
 LV0369_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0369+STABILITY: SURFACE MOTION
 LV0369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0369+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1992
 LV0369
 LV0369  HISTORY     - Date     Condition        Report By
 LV0369  HISTORY     - 1935     MONUMENTED       CGS
 LV0369  HISTORY     - 1973     GOOD             NGS
 LV0369  HISTORY     - 19920928 GOOD             NGS
 LV0369
 LV0369                          STATION DESCRIPTION
 LV0369
 LV0369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 LV0369'6.1 MI NW FROM PETROLIA.
 LV0369'6.1 MILES NORTHWEST ALONG THE FERNDALE ROAD FROM THE VILLAGE
 LV0369'OF PETROLIA, AT THE NORTHWEST CORNER OF A CONCRETE BRIDGE OVER
 LV0369'DOMINGO CREEK, SET IN THE TOP OF THE WEST CONCRETE WHEEL GUARD,
 LV0369'204.7 FEET NORTHWEST OF TRIANGULATION STATION NEW DOMINGO 1928
 LV0369'1973, 2.5 FEET SOUTH OF THE NORTHWEST CORNER OF THE BRIDGE,
 LV0369'AND ABOUT 1 FOOT HIGHER THAN THE ROAD.
 LV0369
 LV0369                          STATION RECOVERY (1992)
 LV0369
 LV0369'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0369'12.1 KM (7.50 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV0369'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, IN TOP OF AND 0.8 M
 LV0369'(2.6 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE HEADWALL OF A
 LV0369'BRIDGE SPANNING DOMINGO CREEK, 2.8 M (9.2 FT) WEST OF THE ROAD
 LV0369'CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1307 ***********************************************************************
 LU1307  DESIGNATION -  R 1085
 LU1307  PID         -  LU1307
 LU1307  STATE/COUNTY-  CA/HUMBOLDT
 LU1307  USGS QUAD   -  WEOTT (1969)
 LU1307
 LU1307                         *CURRENT SURVEY CONTROL
 LU1307  ___________________________________________________________________
 LU1307* NAD 83(1986)-  40 19 18.     (N)    123 55 16.     (W)     SCALED    
 LU1307* NAVD 88     -       103.929  (meters)     340.97   (feet)  ADJUSTED  
 LU1307  ___________________________________________________________________
 LU1307  GEOID HEIGHT-         -30.52  (meters)                     GEOID09
 LU1307  DYNAMIC HT  -         103.876 (meters)     340.80  (feet)  COMP
 LU1307  MODELED GRAV-     980,113.9   (mgal)                       NAVD 88
 LU1307
 LU1307  VERT ORDER  -  FIRST     CLASS II
 LU1307
 LU1307.The horizontal coordinates were scaled from a topographic map and have
 LU1307.an estimated accuracy of +/- 6 seconds.
 LU1307.
 LU1307.The orthometric height was determined by differential leveling and
 LU1307.adjusted in December 1992.
 LU1307
 LU1307.The geoid height was determined by GEOID09.
 LU1307
 LU1307.The dynamic height is computed by dividing the NAVD 88
 LU1307.geopotential number by the normal gravity value computed on the
 LU1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1307.degrees latitude (g = 980.6199 gals.).
 LU1307
 LU1307.The modeled gravity was interpolated from observed gravity values.
 LU1307
 LU1307;                    North         East    Units  Estimated Accuracy
 LU1307;SPC CA 1     -   611,530.    1,836,750.      MT  (+/- 180 meters Scaled)
 LU1307
 LU1307                          SUPERSEDED SURVEY CONTROL
 LU1307
 LU1307  NAVD 88 (06/15/91)  103.935  (m)          340.99   (f) UNKNOWN     1 2
 LU1307  NGVD 29 (12/02/92)  102.977  (m)          337.85   (f) ADJUSTED    1 2
 LU1307
 LU1307.Superseded values are not recommended for survey control.
 LU1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1307.See file dsdata.txt to determine how the superseded data were derived.
 LU1307
 LU1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK217638(NAD 83)
 LU1307
 LU1307_MARKER: DB = BENCH MARK DISK
 LU1307_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1307_SP_SET: BRIDGE GUARDRAIL
 LU1307_STAMPING: R 1085 1967
 LU1307_MARK LOGO: CGS   
 LU1307_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1307+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LU1307
 LU1307  HISTORY     - Date     Condition        Report By
 LU1307  HISTORY     - 1967     MONUMENTED       CGS
 LU1307  HISTORY     - 19880324 GOOD             NGS
 LU1307  HISTORY     - 19920730 GOOD             NGS
 LU1307
 LU1307                          STATION DESCRIPTION
 LU1307
 LU1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1307'5.3 MI N FROM MYERS FLAT.
 LU1307'5.3 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1307'OVERPASS AT MYERS FLAT, AT WEOTT, IN THE TOP OF THE NORTH END
 LU1307'OF THE EAST CONCRETE GUARDRAIL OF NEWTON ROAD UNDERPASS NO. 4-125,
 LU1307'HIGHWAY MILEAGE 33.25, 30 FEET EAST OF THE CENTER LINE OF THE
 LU1307'HIGHWAY, AND ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY.
 LU1307
 LU1307                          STATION RECOVERY (1988)
 LU1307
 LU1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1307'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  33.9 KM (21.05
 LU1307'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1307'GARBERVILLE.
 LU1307
 LU1307                          STATION RECOVERY (1992)
 LU1307
 LU1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1307'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1307'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1307'REDWOOD DRIVE, THENCE 35.3 KM (21.95 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1307'101, IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE EAST
 LU1307'CONCRETE BRIDGE RAIL OF THE HIGHWAY 0VERPASS OF NEWTON ROAD, AT THE
 LU1307'SMALL COMMUNITY OF WEOTT, AT MILEPOST 33.25, 9.1 M (29.9 FT) EAST OF
 LU1307'THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, AND 1.0 M
 LU1307'(3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE BRIDGE RAIL IS
 LU1307'PART OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0667 ***********************************************************************
 LV0667  DESIGNATION -  R 1401
 LV0667  PID         -  LV0667
 LV0667  STATE/COUNTY-  CA/HUMBOLDT
 LV0667  USGS QUAD   -  HYDESVILLE (1979)
 LV0667
 LV0667                         *CURRENT SURVEY CONTROL
 LV0667  ___________________________________________________________________
 LV0667* NAD 83(1986)-  40 30 29.     (N)    124 07 12.     (W)     SCALED    
 LV0667* NAVD 88     -        35.629  (meters)     116.89   (feet)  ADJUSTED  
 LV0667  ___________________________________________________________________
 LV0667  GEOID HEIGHT-         -30.89  (meters)                     GEOID09
 LV0667  DYNAMIC HT  -          35.612 (meters)     116.84  (feet)  COMP
 LV0667  MODELED GRAV-     980,143.6   (mgal)                       NAVD 88
 LV0667
 LV0667  VERT ORDER  -  FIRST     CLASS II
 LV0667
 LV0667.The horizontal coordinates were scaled from a topographic map and have
 LV0667.an estimated accuracy of +/- 6 seconds.
 LV0667.
 LV0667.The orthometric height was determined by differential leveling and
 LV0667.adjusted in December 1992.
 LV0667
 LV0667.The geoid height was determined by GEOID09.
 LV0667
 LV0667.The dynamic height is computed by dividing the NAVD 88
 LV0667.geopotential number by the normal gravity value computed on the
 LV0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0667.degrees latitude (g = 980.6199 gals.).
 LV0667
 LV0667.The modeled gravity was interpolated from observed gravity values.
 LV0667
 LV0667;                    North         East    Units  Estimated Accuracy
 LV0667;SPC CA 1     -   632,610.    1,820,350.      MT  (+/- 180 meters Scaled)
 LV0667
 LV0667                          SUPERSEDED SURVEY CONTROL
 LV0667
 LV0667  NAVD 88 (06/15/91)   35.683  (m)          117.07   (f) UNKNOWN     1 2
 LV0667  NGVD 29 (12/02/92)   34.652  (m)          113.69   (f) ADJUSTED    1 2
 LV0667
 LV0667.Superseded values are not recommended for survey control.
 LV0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0667.See file dsdata.txt to determine how the superseded data were derived.
 LV0667
 LV0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK051847(NAD 83)
 LV0667
 LV0667_MARKER: DV = VERTICAL CONTROL DISK
 LV0667_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0667_SP_SET: ABUTMENT
 LV0667_STAMPING: R 1401 1988
 LV0667_MARK LOGO: NGS   
 LV0667_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0667_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0667+STABILITY: POSITION/ELEVATION WELL
 LV0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0667+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0667
 LV0667  HISTORY     - Date     Condition        Report By
 LV0667  HISTORY     - 1988     MONUMENTED       NGS
 LV0667  HISTORY     - 19920728 GOOD             NGS
 LV0667
 LV0667                          STATION DESCRIPTION
 LV0667
 LV0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0667'12.2 KM (7.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0667'OVERPASS IN FORTUNA, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 LV0667'SOUTHEAST CONCRETE ABUTMENT OF A HIGHWAY BRIDGE SPANNING THE EEL
 LV0667'RIVER, 5.4 M (17.7 FT) SOUTHEAST OF THE NORTH CORNER OF THE ABUTMENT,
 LV0667'4.1 M (13.5 FT) NORTHWEST OF THE SOUTHEAST END OF A CONCRETE
 LV0667'GUARDRAIL, 3.7 M (12.1 FT) NORTHEAST OF THE CENTER OF THE NORTHBOUND
 LV0667'LANE OF THE HIGHWAY, 0.9 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 LV0667'AND 0.9 M (3.0 FT) ABOVE THE GROUND SURFACE.  NOTE--AFTER
 LV0667'CONSTRUCTION IS COMPLETED THE MARK WILL BE 6.7 M (22.0 FT) NORTHEAST
 LV0667'OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 LV0667
 LV0667                          STATION RECOVERY (1992)
 LV0667
 LV0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0667'12.3 KM (7.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0667'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0667'SET VERTICALLY IN THE NORTHEAST FACE OF THE SOUTHEAST CONCRETE
 LV0667'ABUTMENT OF A HIGHWAY BRIDGE SPANNING EEL RIVER, 5.4 M (17.7 FT)
 LV0667'SOUTHEAST OF THE NORTH CORNER OF THE ABUTMENT, 4.1 M (13.5 FT)
 LV0667'NORTHWEST OF THE SOUTHEAST END OF A GUARDRAIL, 3.7 M (12.1 FT)
 LV0667'NORTHEAST OF THE CENTER OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.9 M
 LV0667'(3.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.9 M (3.0 FT) ABOVE THE
 LV0667'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2305 ***********************************************************************
 LU2305  DESIGNATION -  R 1463
 LU2305  PID         -  LU2305
 LU2305  STATE/COUNTY-  CA/HUMBOLDT
 LU2305  USGS QUAD   -  GARBERVILLE (1970)
 LU2305
 LU2305                         *CURRENT SURVEY CONTROL
 LU2305  ___________________________________________________________________
 LU2305* NAD 83(1986)-  40 06 16.     (N)    123 52 16.     (W)     SCALED    
 LU2305* NAVD 88     -       374.921  (meters)    1230.05   (feet)  ADJUSTED  
 LU2305  ___________________________________________________________________
 LU2305  GEOID HEIGHT-         -30.59  (meters)                     GEOID09
 LU2305  DYNAMIC HT  -         374.709 (meters)    1229.36  (feet)  COMP
 LU2305  MODELED GRAV-     980,048.6   (mgal)                       NAVD 88
 LU2305
 LU2305  VERT ORDER  -  FIRST     CLASS II
 LU2305
 LU2305.The horizontal coordinates were scaled from a topographic map and have
 LU2305.an estimated accuracy of +/- 6 seconds.
 LU2305.
 LU2305.The orthometric height was determined by differential leveling and
 LU2305.adjusted in December 1992.
 LU2305
 LU2305.The geoid height was determined by GEOID09.
 LU2305
 LU2305.The dynamic height is computed by dividing the NAVD 88
 LU2305.geopotential number by the normal gravity value computed on the
 LU2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2305.degrees latitude (g = 980.6199 gals.).
 LU2305
 LU2305.The modeled gravity was interpolated from observed gravity values.
 LU2305
 LU2305;                    North         East    Units  Estimated Accuracy
 LU2305;SPC CA 1     -   587,330.    1,840,480.      MT  (+/- 180 meters Scaled)
 LU2305
 LU2305                          SUPERSEDED SURVEY CONTROL
 LU2305
 LU2305  NGVD 29 (12/02/92)  373.986  (m)         1226.99   (f) ADJUSTED    1 2
 LU2305
 LU2305.Superseded values are not recommended for survey control.
 LU2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2305.See file dsdata.txt to determine how the superseded data were derived.
 LU2305
 LU2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK257397(NAD 83)
 LU2305
 LU2305_MARKER: I = METAL ROD
 LU2305_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU2305_SP_SET: STAINLESS STEEL ROD
 LU2305_STAMPING: R 1463 1992
 LU2305_MARK LOGO: NGS   
 LU2305_PROJECTION: FLUSH
 LU2305_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU2305+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2305_ROD/PIPE-DEPTH: 4.3  meters
 LU2305
 LU2305  HISTORY     - Date     Condition        Report By
 LU2305  HISTORY     - 1992     MONUMENTED       NGS
 LU2305
 LU2305                          STATION DESCRIPTION
 LU2305
 LU2305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2305'3.3 KM (2.05 MI) SOUTHERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU2305'OFFICE IN GARBERVILLE, THENCE 9.1 KM (5.65 MI) NORTHWESTERLY ALONG
 LU2305'OLD BRICELAND ROAD, 34.4 M (112.9 FT) NORTHEAST OF THE NORTHEAST
 LU2305'CORNER OF A CATTLE GUARD, 7.0 M (23.0 FT) SOUTHEAST OF THE ROAD
 LU2305'CENTER, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M
 LU2305'(1.0 FT) NORTHWEST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE
 LU2305'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1193 ***********************************************************************
 LV1193  DESIGNATION -  R 1464
 LV1193  PID         -  LV1193
 LV1193  STATE/COUNTY-  CA/HUMBOLDT
 LV1193  USGS QUAD   -  HONEYDEW (1970)
 LV1193
 LV1193                         *CURRENT SURVEY CONTROL
 LV1193  ___________________________________________________________________
 LV1193* NAD 83(1986)-  40 09 37.     (N)    124 04 49.     (W)     SCALED    
 LV1193* NAVD 88     -       682.266  (meters)    2238.40   (feet)  ADJUSTED  
 LV1193  ___________________________________________________________________
 LV1193  GEOID HEIGHT-         -30.67  (meters)                     GEOID09
 LV1193  DYNAMIC HT  -         681.870 (meters)    2237.10  (feet)  COMP
 LV1193  MODELED GRAV-     980,022.1   (mgal)                       NAVD 88
 LV1193
 LV1193  VERT ORDER  -  FIRST     CLASS II
 LV1193
 LV1193.The horizontal coordinates were scaled from a topographic map and have
 LV1193.an estimated accuracy of +/- 6 seconds.
 LV1193.
 LV1193.The orthometric height was determined by differential leveling and
 LV1193.adjusted in December 1992.
 LV1193
 LV1193.The geoid height was determined by GEOID09.
 LV1193
 LV1193.The dynamic height is computed by dividing the NAVD 88
 LV1193.geopotential number by the normal gravity value computed on the
 LV1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1193.degrees latitude (g = 980.6199 gals.).
 LV1193
 LV1193.The modeled gravity was interpolated from observed gravity values.
 LV1193
 LV1193;                    North         East    Units  Estimated Accuracy
 LV1193;SPC CA 1     -   593,930.    1,822,800.      MT  (+/- 180 meters Scaled)
 LV1193
 LV1193                          SUPERSEDED SURVEY CONTROL
 LV1193
 LV1193  NGVD 29 (12/02/92)  681.313  (m)         2235.27   (f) ADJUSTED    1 2
 LV1193
 LV1193.Superseded values are not recommended for survey control.
 LV1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1193.See file dsdata.txt to determine how the superseded data were derived.
 LV1193
 LV1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK080461(NAD 83)
 LV1193
 LV1193_MARKER: I = METAL ROD
 LV1193_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1193_SP_SET: STAINLESS STEEL ROD
 LV1193_STAMPING: R 1464 1992
 LV1193_MARK LOGO: NGS   
 LV1193_PROJECTION: FLUSH
 LV1193_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1193+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1193_ROD/PIPE-DEPTH: 4.8  meters
 LV1193
 LV1193  HISTORY     - Date     Condition        Report By
 LV1193  HISTORY     - 1992     MONUMENTED       NGS
 LV1193
 LV1193                          STATION DESCRIPTION
 LV1193
 LV1193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1193'12.6 KM (7.80 MI) SOUTHERLY ALONG WILDER RIDGE ROAD FROM THE JUNCTION
 LV1193'OF MATTOLE ROAD IN HONEYDEW, 19.0 M (62.3 FT) SOUTHWEST OF THE ROAD
 LV1193'CENTER, 5.5 M (18.0 FT) WEST OF AND LEVEL WITH THE CENTER OF KINGS
 LV1193'PEAK ROAD, AND 0.2 M (0.7 FT) EAST OF A WITNESS POST AND FENCE.
 LV1193'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1243 ***********************************************************************
 LV1243  DESIGNATION -  R 1465
 LV1243  PID         -  LV1243
 LV1243  STATE/COUNTY-  CA/HUMBOLDT
 LV1243  USGS QUAD   -  PETROLIA (1969)
 LV1243
 LV1243                         *CURRENT SURVEY CONTROL
 LV1243  ___________________________________________________________________
 LV1243* NAD 83(1986)-  40 19 18.     (N)    124 17 08.     (W)     SCALED    
 LV1243* NAVD 88     -        42.120  (meters)     138.19   (feet)  ADJUSTED  
 LV1243  ___________________________________________________________________
 LV1243  GEOID HEIGHT-         -31.15  (meters)                     GEOID09
 LV1243  DYNAMIC HT  -          42.101 (meters)     138.13  (feet)  COMP
 LV1243  MODELED GRAV-     980,174.4   (mgal)                       NAVD 88
 LV1243
 LV1243  VERT ORDER  -  FIRST     CLASS II
 LV1243
 LV1243.The horizontal coordinates were scaled from a topographic map and have
 LV1243.an estimated accuracy of +/- 6 seconds.
 LV1243.
 LV1243.The orthometric height was determined by differential leveling and
 LV1243.adjusted in December 1992.
 LV1243
 LV1243.The geoid height was determined by GEOID09.
 LV1243
 LV1243.The dynamic height is computed by dividing the NAVD 88
 LV1243.geopotential number by the normal gravity value computed on the
 LV1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1243.degrees latitude (g = 980.6199 gals.).
 LV1243
 LV1243.The modeled gravity was interpolated from observed gravity values.
 LV1243
 LV1243;                    North         East    Units  Estimated Accuracy
 LV1243;SPC CA 1     -   612,280.    1,805,780.      MT  (+/- 180 meters Scaled)
 LV1243
 LV1243                          SUPERSEDED SURVEY CONTROL
 LV1243
 LV1243  NGVD 29 (12/02/92)   41.172  (m)          135.08   (f) ADJUSTED    1 2
 LV1243
 LV1243.Superseded values are not recommended for survey control.
 LV1243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1243.See file dsdata.txt to determine how the superseded data were derived.
 LV1243
 LV1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK907642(NAD 83)
 LV1243
 LV1243_MARKER: I = METAL ROD
 LV1243_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1243_SP_SET: STAINLESS STEEL ROD
 LV1243_STAMPING: R 1465 1992
 LV1243_MARK LOGO: NGS   
 LV1243_PROJECTION: RECESSED 2 CENTIMETERS
 LV1243_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1243+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003
 LV1243_ROD/PIPE-DEPTH: 4.6  meters
 LV1243
 LV1243  HISTORY     - Date     Condition        Report By
 LV1243  HISTORY     - 1992     MONUMENTED       NGS
 LV1243  HISTORY     - 20030824 GOOD             ORBITE
 LV1243
 LV1243                          STATION DESCRIPTION
 LV1243
 LV1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1243'IN PETROLIA, AT THE INTERSECTION OF MATTOLE AND CHAMBERS ROADS, NEAR
 LV1243'THE NORTHWEST CORNER OF THE MATTOLE UNION SCHOOL YARD, 15.6 M
 LV1243'(51.2 FT) EAST OF THE CENTERLINE OF MATTOLE ROAD, 8.5 M (27.9 FT)
 LV1243'SOUTH OF THE CENTER OF CHAMBERS ROAD, 4.7 M (15.4 FT) NORTH-NORTHEAST
 LV1243'OF THE NORTHEAST CORNER OF THE SCHOOL BELL TOWER, 1.5 M (4.9 FT) EAST
 LV1243'OF THE CENTER OF A GATE LEADING TO A WATER TANK AND STORAGE AREA, 0.3
 LV1243'M (1.0 FT) ABOVE THE LEVEL OF CHAMBERS ROAD, AND 0.3 M (1.0 FT) SOUTH
 LV1243'OF A CHAIN-LINK FENCE AND WITNESS POST.  NOTE--ACCESS TO THE DATUM
 LV1243'POINT IS THROUGH A 5-INCH LOGO CAP.
 LV1243
 LV1243                          STATION RECOVERY (2003)
 LV1243
 LV1243'RECOVERY NOTE BY ORBITECH INC 2003 (SHG)
 LV1243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1220 ***********************************************************************
 LV1220  DESIGNATION -  R 1466
 LV1220  PID         -  LV1220
 LV1220  STATE/COUNTY-  CA/HUMBOLDT
 LV1220  USGS QUAD   -  BULL CREEK (1969)
 LV1220
 LV1220                         *CURRENT SURVEY CONTROL
 LV1220  ___________________________________________________________________
 LV1220* NAD 83(1986)-  40 19 16.     (N)    124 03 31.     (W)     SCALED    
 LV1220* NAVD 88     -       567.417  (meters)    1861.60   (feet)  ADJUSTED  
 LV1220  ___________________________________________________________________
 LV1220  GEOID HEIGHT-         -30.58  (meters)                     GEOID09
 LV1220  DYNAMIC HT  -         567.099 (meters)    1860.56  (feet)  COMP
 LV1220  MODELED GRAV-     980,046.5   (mgal)                       NAVD 88
 LV1220
 LV1220  VERT ORDER  -  FIRST     CLASS II
 LV1220
 LV1220.The horizontal coordinates were scaled from a topographic map and have
 LV1220.an estimated accuracy of +/- 6 seconds.
 LV1220.
 LV1220.The orthometric height was determined by differential leveling and
 LV1220.adjusted in December 1992.
 LV1220
 LV1220.The geoid height was determined by GEOID09.
 LV1220
 LV1220.The dynamic height is computed by dividing the NAVD 88
 LV1220.geopotential number by the normal gravity value computed on the
 LV1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1220.degrees latitude (g = 980.6199 gals.).
 LV1220
 LV1220.The modeled gravity was interpolated from observed gravity values.
 LV1220
 LV1220;                    North         East    Units  Estimated Accuracy
 LV1220;SPC CA 1     -   611,740.    1,825,060.      MT  (+/- 180 meters Scaled)
 LV1220
 LV1220                          SUPERSEDED SURVEY CONTROL
 LV1220
 LV1220  NGVD 29 (12/02/92)  566.451  (m)         1858.43   (f) ADJUSTED    1 2
 LV1220
 LV1220.Superseded values are not recommended for survey control.
 LV1220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1220.See file dsdata.txt to determine how the superseded data were derived.
 LV1220
 LV1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK100639(NAD 83)
 LV1220
 LV1220_MARKER: DV = VERTICAL CONTROL DISK
 LV1220_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 LV1220_SP_SET: RETAINING WALL
 LV1220_STAMPING: R 1466 1992
 LV1220_MARK LOGO: NGS   
 LV1220_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1220+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1220
 LV1220  HISTORY     - Date     Condition        Report By
 LV1220  HISTORY     - 1992     MONUMENTED       NGS
 LV1220
 LV1220                          STATION DESCRIPTION
 LV1220
 LV1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1220'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LV1220'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LV1220'REDWOOD DRIVE, THENCE 39.6 KM (24.60 MI) NORTHERLY ALONG U.S. HIGHWAY
 LV1220'101, THENCE 17.9 KM (11.10 MI) SOUTHWESTERLY ALONG MATTOLE ROAD, IN
 LV1220'TOP OF AND 0.4 M (1.3 FT) EAST OF THE WEST END OF A CONCRETE
 LV1220'RETAINING WALL ALONG THE EDGE OF THE ROAD, 5.0 M (16.4 FT) SOUTH OF
 LV1220'THE ROAD CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1267 ***********************************************************************
 LV1267  DESIGNATION -  R 1467
 LV1267  PID         -  LV1267
 LV1267  STATE/COUNTY-  CA/HUMBOLDT
 LV1267  USGS QUAD   -  FERNDALE (1972)
 LV1267
 LV1267                         *CURRENT SURVEY CONTROL
 LV1267  ___________________________________________________________________
 LV1267* NAD 83(1986)-  40 30 06.     (N)    124 18 22.     (W)     SCALED    
 LV1267* NAVD 88     -       529.190  (meters)    1736.18   (feet)  ADJUSTED  
 LV1267  ___________________________________________________________________
 LV1267  GEOID HEIGHT-         -31.21  (meters)                     GEOID09
 LV1267  DYNAMIC HT  -         528.910 (meters)    1735.27  (feet)  COMP
 LV1267  MODELED GRAV-     980,079.3   (mgal)                       NAVD 88
 LV1267
 LV1267  VERT ORDER  -  FIRST     CLASS II
 LV1267
 LV1267.The horizontal coordinates were scaled from a topographic map and have
 LV1267.an estimated accuracy of +/- 6 seconds.
 LV1267.
 LV1267.The orthometric height was determined by differential leveling and
 LV1267.adjusted in December 1992.
 LV1267
 LV1267.The geoid height was determined by GEOID09.
 LV1267
 LV1267.The dynamic height is computed by dividing the NAVD 88
 LV1267.geopotential number by the normal gravity value computed on the
 LV1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1267.degrees latitude (g = 980.6199 gals.).
 LV1267
 LV1267.The modeled gravity was interpolated from observed gravity values.
 LV1267
 LV1267;                    North         East    Units  Estimated Accuracy
 LV1267;SPC CA 1     -   632,300.    1,804,560.      MT  (+/- 180 meters Scaled)
 LV1267
 LV1267                          SUPERSEDED SURVEY CONTROL
 LV1267
 LV1267  NGVD 29 (12/02/92)  528.206  (m)         1732.96   (f) ADJUSTED    1 2
 LV1267
 LV1267.Superseded values are not recommended for survey control.
 LV1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1267.See file dsdata.txt to determine how the superseded data were derived.
 LV1267
 LV1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK893842(NAD 83)
 LV1267
 LV1267_MARKER: DV = VERTICAL CONTROL DISK
 LV1267_SETTING: 66 = SET IN ROCK OUTCROP
 LV1267_SP_SET: BEDROCK
 LV1267_STAMPING: R 1467 1992
 LV1267_MARK LOGO: NGS   
 LV1267_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1267_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1267+STABILITY: POSITION/ELEVATION WELL
 LV1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1267+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1267
 LV1267  HISTORY     - Date     Condition        Report By
 LV1267  HISTORY     - 1992     MONUMENTED       NGS
 LV1267
 LV1267                          STATION DESCRIPTION
 LV1267
 LV1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1267'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1267'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1267'AVENUE, THENCE 12.7 KM (7.90 MI) SOUTHERLY ALONG MATTOLE ROAD, NEAR
 LV1267'THE SOUTH END OF AN 8 BY 12-FOOT AREA OF OUTCROPPING BEDROCK THAT
 LV1267'PROJECTS 2.0 M (6.6 FT) ABOVE THE GROUND SURFACE, 40.7 M (133.5 FT)
 LV1267'WEST OF THE ROAD CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE
 LV1267'ROAD, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1292 ***********************************************************************
 LV1292  DESIGNATION -  R 1468
 LV1292  PID         -  LV1292
 LV1292  STATE/COUNTY-  CA/HUMBOLDT
 LV1292  USGS QUAD   -  FERNDALE (1972)
 LV1292
 LV1292                         *CURRENT SURVEY CONTROL
 LV1292  ___________________________________________________________________
 LV1292* NAD 83(1986)-  40 35 20.     (N)    124 15 17.     (W)     SCALED    
 LV1292* NAVD 88     -         8.611  (meters)      28.25   (feet)  ADJUSTED  
 LV1292  ___________________________________________________________________
 LV1292  GEOID HEIGHT-         -31.27  (meters)                     GEOID09
 LV1292  DYNAMIC HT  -           8.607 (meters)      28.24  (feet)  COMP
 LV1292  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 LV1292
 LV1292  VERT ORDER  -  FIRST     CLASS II
 LV1292
 LV1292.The horizontal coordinates were scaled from a topographic map and have
 LV1292.an estimated accuracy of +/- 6 seconds.
 LV1292.
 LV1292.The orthometric height was determined by differential leveling and
 LV1292.adjusted in December 1992.
 LV1292
 LV1292.The geoid height was determined by GEOID09.
 LV1292
 LV1292.The dynamic height is computed by dividing the NAVD 88
 LV1292.geopotential number by the normal gravity value computed on the
 LV1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1292.degrees latitude (g = 980.6199 gals.).
 LV1292
 LV1292.The modeled gravity was interpolated from observed gravity values.
 LV1292
 LV1292;                    North         East    Units  Estimated Accuracy
 LV1292;SPC CA 1     -   641,870.    1,809,160.      MT  (+/- 180 meters Scaled)
 LV1292
 LV1292                          SUPERSEDED SURVEY CONTROL
 LV1292
 LV1292  NGVD 29 (12/02/92)    7.629  (m)           25.03   (f) ADJUSTED    1 2
 LV1292
 LV1292.Superseded values are not recommended for survey control.
 LV1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1292.See file dsdata.txt to determine how the superseded data were derived.
 LV1292
 LV1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK938938(NAD 83)
 LV1292
 LV1292_MARKER: I = METAL ROD
 LV1292_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1292_SP_SET: STAINLESS STEEL ROD
 LV1292_STAMPING: R 1468 1992
 LV1292_MARK LOGO: NGS   
 LV1292_PROJECTION: FLUSH
 LV1292_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1292+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1292_ROD/PIPE-DEPTH: 14.6 meters
 LV1292
 LV1292  HISTORY     - Date     Condition        Report By
 LV1292  HISTORY     - 1992     MONUMENTED       NGS
 LV1292
 LV1292                          STATION DESCRIPTION
 LV1292
 LV1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1292'1.5 KM (0.95 MI) NORTHEASTERLY ALONG STATE HIGHWAY 211 (MAIN STREET)
 LV1292'FROM THE POST OFFICE IN FERNDALE, 21.0 M (68.9 FT) EAST OF THE CENTER
 LV1292'OF THE INTERSECTION OF MARKET STREET, 14.2 M (46.6 FT) SOUTHEAST OF
 LV1292'THE HIGHWAY CENTERLINE, 0.4 M (1.3 FT) NORTHWEST OF A WITNESS POST
 LV1292'AND FENCE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 LV1292'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0405 ***********************************************************************
 LV0405  DESIGNATION -  R 649
 LV0405  PID         -  LV0405
 LV0405  STATE/COUNTY-  CA/HUMBOLDT
 LV0405  USGS QUAD   -  TAYLOR PEAK (1969)
 LV0405
 LV0405                         *CURRENT SURVEY CONTROL
 LV0405  ___________________________________________________________________
 LV0405* NAD 83(1986)-  40 27 18.     (N)    124 11 27.     (W)     SCALED    
 LV0405* NAVD 88     -       681.615  (meters)    2236.27   (feet)  ADJUSTED  
 LV0405  ___________________________________________________________________
 LV0405  GEOID HEIGHT-         -30.86  (meters)                     GEOID09
 LV0405  DYNAMIC HT  -         681.227 (meters)    2234.99  (feet)  COMP
 LV0405  MODELED GRAV-     980,032.7   (mgal)                       NAVD 88
 LV0405
 LV0405  VERT ORDER  -  FIRST     CLASS II
 LV0405
 LV0405.The horizontal coordinates were scaled from a topographic map and have
 LV0405.an estimated accuracy of +/- 6 seconds.
 LV0405.
 LV0405.The orthometric height was determined by differential leveling and
 LV0405.adjusted in December 1992.
 LV0405
 LV0405.The geoid height was determined by GEOID09.
 LV0405
 LV0405.The dynamic height is computed by dividing the NAVD 88
 LV0405.geopotential number by the normal gravity value computed on the
 LV0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0405.degrees latitude (g = 980.6199 gals.).
 LV0405
 LV0405.The modeled gravity was interpolated from observed gravity values.
 LV0405
 LV0405;                    North         East    Units  Estimated Accuracy
 LV0405;SPC CA 1     -   626,870.    1,814,200.      MT  (+/- 180 meters Scaled)
 LV0405
 LV0405                          SUPERSEDED SURVEY CONTROL
 LV0405
 LV0405  NGVD 29 (12/02/92)  680.615  (m)         2232.98   (f) ADJUSTED    1 2
 LV0405
 LV0405.Superseded values are not recommended for survey control.
 LV0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0405.See file dsdata.txt to determine how the superseded data were derived.
 LV0405
 LV0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK990789(NAD 83)
 LV0405
 LV0405_MARKER: DB = BENCH MARK DISK
 LV0405_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0405_SP_SET: PREFAB CONC. POST IN EARTH
 LV0405_STAMPING: R 649 1942
 LV0405_MARK LOGO: CGS   
 LV0405_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0405+SATELLITE: SATELLITE OBSERVATIONS - October 17, 1992
 LV0405
 LV0405  HISTORY     - Date     Condition        Report By
 LV0405  HISTORY     - 1942     MONUMENTED       CGS
 LV0405  HISTORY     - 19921017 GOOD             NGS
 LV0405
 LV0405                          STATION DESCRIPTION
 LV0405
 LV0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LV0405'7.2 MI SW FROM WILDWOOD.
 LV0405'7.2 MILES SOUTHWEST ALONG THE BEAR RIVER RIDGE ROAD FROM
 LV0405'WILDWOOD (POST OFFICE RIO DELL), HUMBOLDT COUNTY, 200 FEET
 LV0405'SOUTHWEST OF A ROUND POLE CORRAL, 54 FEET NORTHEAST OF THE
 LV0405'GATE, 27 FEET NORTH OF THE CENTERLINE OF THE ROAD, 3 FEET
 LV0405'SOUTH OF A FENCE, AND NEAR A WHITE WOODEN WITNESS POST.  A
 LV0405'STANDARD DISK, STAMPED R 649 1942 AND SET IN THE TOP OF A
 LV0405'CONCRETE POST.
 LV0405
 LV0405                          STATION RECOVERY (1992)
 LV0405
 LV0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0405'0.2 KM (0.10 MI) SOUTHEASTERLY ALONG WILDWOOD AVENUE FROM THE POST
 LV0405'OFFICE IN RIO DELL, THENCE 7.9 KM (4.90 MI) SOUTHWESTERLY ALONG
 LV0405'MONUMENT ROAD, THENCE 4.6 KM (2.85 MI) WESTERLY ALONG BEAR RIVER
 LV0405'RIDGE ROAD, 0.5 KM (0.30 MI) NORTHWEST OF A CATTLE GUARD, 7.6 M
 LV0405'(24.9 FT) NORTHEAST OF THE ROAD CENTER, 0.6 M (2.0 FT) ABOVE THE
 LV0405'LEVEL OF THE ROAD, 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST, AND
 LV0405'THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0662 ***********************************************************************
 LV0662  DESIGNATION -  ROHNPORT
 LV0662  PID         -  LV0662
 LV0662  STATE/COUNTY-  CA/HUMBOLDT
 LV0662  USGS QUAD   -  FORTUNA (1972)
 LV0662
 LV0662                         *CURRENT SURVEY CONTROL
 LV0662  ___________________________________________________________________
 LV0662* NAD 83(2007)-  40 33 14.28895(N)    124 07 54.54145(W)     ADJUSTED  
 LV0662* NAVD 88     -       112.753  (meters)     369.92   (feet)  ADJUSTED  
 LV0662  ___________________________________________________________________
 LV0662  EPOCH DATE  -        2007.00
 LV0662  X           -  -2,723,013.854 (meters)                     COMP
 LV0662  Y           -  -4,017,067.759 (meters)                     COMP
 LV0662  Z           -   4,124,968.358 (meters)                     COMP
 LV0662  LAPLACE CORR-           7.24  (seconds)                    DEFLEC09
 LV0662  ELLIP HEIGHT-          81.818 (meters)          (02/10/07) ADJUSTED
 LV0662  GEOID HEIGHT-         -30.93  (meters)                     GEOID09
 LV0662  DYNAMIC HT  -         112.699 (meters)     369.75  (feet)  COMP
 LV0662
 LV0662  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV0662  Type    PID    Designation                      North   East  Ellip
 LV0662  -------------------------------------------------------------------
 LV0662  NETWORK LV0662 ROHNPORT                          1.27   1.27   4.06
 LV0662  -------------------------------------------------------------------
 LV0662  MODELED GRAV-     980,150.1   (mgal)                       NAVD 88
 LV0662
 LV0662  VERT ORDER  -  FIRST     CLASS II
 LV0662
 LV0662.This mark is at Rohnerville Airport (FOT)
 LV0662
 LV0662.The horizontal coordinates were established by GPS observations
 LV0662.and adjusted by the National Geodetic Survey in February 2007.
 LV0662
 LV0662.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV0662.See National Readjustment for more information. 
 LV0662
 LV0662.The horizontal coordinates are valid at the epoch date displayed above
 LV0662.which is a decimal equivalence of Year/Month/Day.
 LV0662
 LV0662.The orthometric height was determined by differential leveling and
 LV0662.adjusted in December 1992.
 LV0662
 LV0662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV0662
 LV0662.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0662
 LV0662.The ellipsoidal height was determined by GPS observations
 LV0662.and is referenced to NAD 83.
 LV0662
 LV0662.The geoid height was determined by GEOID09.
 LV0662
 LV0662.The dynamic height is computed by dividing the NAVD 88
 LV0662.geopotential number by the normal gravity value computed on the
 LV0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0662.degrees latitude (g = 980.6199 gals.).
 LV0662
 LV0662.The modeled gravity was interpolated from observed gravity values.
 LV0662
 LV0662;                    North         East     Units Scale Factor Converg.
 LV0662;SPC CA 1     -   637,732.228 1,819,470.204   MT  0.99990661   -1 23 38.3
 LV0662;SPC CA 1     - 2,092,293.15  5,969,378.49   sFT  0.99990661   -1 23 38.3
 LV0662;UTM  10      - 4,489,860.740   404,172.695   MT  0.99971303   -0 44 09.3
 LV0662
 LV0662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0662!SPC CA 1     -   0.99998717  x   0.99990661  =   0.99989378
 LV0662!UTM  10      -   0.99998717  x   0.99971303  =   0.99970020
 LV0662
 LV0662:                Primary Azimuth Mark                     Grid Az
 LV0662:SPC CA 1     -  ROHNPORT AZ MK                           308 56 00.7
 LV0662:UTM  10      -  ROHNPORT AZ MK                           308 16 31.7
 LV0662
 LV0662|---------------------------------------------------------------------|
 LV0662| PID    Reference Object                     Distance      Geod. Az  |
 LV0662|                                                           dddmmss.s |
 LV0662| LV0663 ROHNPORT AZ MK                      APPROX. 0.6 KM 3073222.4 |
 LV0662|---------------------------------------------------------------------|
 LV0662
 LV0662                          SUPERSEDED SURVEY CONTROL
 LV0662
 LV0662  NAD 83(1998)-  40 33 14.28698(N)    124 07 54.54037(W) AD(2004.69) B
 LV0662  ELLIP H (09/28/05)   81.821  (m)                       GP(2004.69) 4 1
 LV0662  NAD 83(1992)-  40 33 14.28181(N)    124 07 54.53192(W) AD(1991.35) 1
 LV0662  ELLIP H (06/13/97)   81.968  (m)                       GP(1991.35) 4 2
 LV0662  NAD 83(1992)-  40 33 14.27561(N)    124 07 54.53737(W) AD(1991.35) 3
 LV0662  NAD 83(1992)-  40 33 14.27574(N)    124 07 54.53723(W) AD(1991.35) 3
 LV0662  ELLIP H (11/17/92)   82.124  (m)                       GP(1991.35) 5 1
 LV0662  NAD 83(1992)-  40 33 14.26751(N)    124 07 54.54575(W) AD(1984.00) 3
 LV0662  NAVD 88 (06/13/97)  112.75   (m)          369.9    (f) LEVELING    3  
 LV0662  NAVD 88 (11/17/92)  112.78   (m)          370.0    (f) LEVELING    3  
 LV0662  NAVD 88 (06/15/91)  112.784  (m)          370.03   (f) UNKNOWN     1 2
 LV0662  NGVD 29 (12/02/92)  111.772  (m)          366.71   (f) ADJUSTED    1 2
 LV0662
 LV0662.Superseded values are not recommended for survey control.
 LV0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0662.See file dsdata.txt to determine how the superseded data were derived.
 LV0662
 LV0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK0417289860(NAD 83)
 LV0662
 LV0662_MARKER: I = METAL ROD
 LV0662_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LV0662_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LV0662_STAMPING: ROHNPORT 1987
 LV0662_MARK LOGO: NGS   
 LV0662_PROJECTION: RECESSED 6 CENTIMETERS
 LV0662_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0662+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2011
 LV0662_ROD/PIPE-DEPTH: 3.5  meters
 LV0662_SLEEVE-DEPTH  : 1.0 meters
 LV0662
 LV0662  HISTORY     - Date     Condition        Report By
 LV0662  HISTORY     - 1987     MONUMENTED       NGS
 LV0662  HISTORY     - 19880224 GOOD             NGS
 LV0662  HISTORY     - 19920708 GOOD             NGS
 LV0662  HISTORY     - 19920728 GOOD             NGS
 LV0662  HISTORY     - 19931021 GOOD             CADT
 LV0662  HISTORY     - 20040901 GOOD             CADT
 LV0662  HISTORY     - 20110718 GOOD             ATKNA
 LV0662
 LV0662                          STATION DESCRIPTION
 LV0662
 LV0662'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0662'4.7 KM (2.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0662'OVERPASS IN FORTUNA, THENCE 1.8 KM (1.10 MI) EASTERLY ALONG DRAKE
 LV0662'HILL ROAD, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG AIRPORT ROAD,
 LV0662'THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A PAVED ROAD TO THE
 LV0662'ROHNERVILLE AIRPORT TERMINAL, IN THE GRASS MEDIAN BETWEEN THE RUNWAY
 LV0662'AND TAXIWAY AND IN LINE WITH THE HOLDING LINE ON THE TWO RAMPS, 112.9
 LV0662'M (370.4 FT) SOUTH OF THE SOUTHWEST CORNER OF THE TERMINAL BUILDING,
 LV0662'45.7 M (149.9 FT) NORTHEAST OF THE CENTER OF THE RUNWAY, 32.9 M
 LV0662'(107.9 FT) SOUTHEAST OF THE CENTER OF THE MOST NORTHWESTERLY 1 OF 2
 LV0662'ENTRANCE RAMPS TO THE RUNWAY, 15.4 M (50.5 FT) SOUTHWEST OF THE
 LV0662'CENTER OF THE TAXIWAY, 8.0 M (26.2 FT) SOUTHEAST OF THE CENTER OF A
 LV0662'CONCRETE ELECTRICAL COVER, AND LEVEL WITH THE TAXIWAY.  NOTE--ACCESS
 LV0662'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LV0662
 LV0662                          STATION RECOVERY (1992)
 LV0662
 LV0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0662'STATION IS LOCATED ABOUT 5 KM (3.1 MI) SOUTH OF FORTUNA, 1.5 KM
 LV0662'(0.9 MI) SOUTH OF ROHNERVILLE, AT THE FORTUNA/ROHNERVILLE AIRPORT, IN
 LV0662'THE MEDIAN BETWEEN THE PARALLEL TAXI AND THE RUNWAY, ON THE SOUTHEAST
 LV0662'SIDE OF THE MAIN CONNECTOR. OWNERSHIP--HUMBOLDT COUNTY, DEPARTMENT OF
 LV0662'PUBLIC WORKS, 1106 SECOND STREET, EUREKA, CA 95501. AIRPORT MANAGER
 LV0662'IS RAY L. BEENINGA, PHONE 707-839-5402 (HIS OFFICE IS AT THE
 LV0662'ARCATA-EUREKA AIRPORT).
 LV0662'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 101 AND DRAKE HILL ROAD AT
 LV0662'THE SOUTH EDGE OF FORTUNA, GO EAST ON DRAKE HILL ROAD FOR 1.75 KM
 LV0662'(1.09 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH, ON AIRPORT ROAD
 LV0662'FOR 0.86 KM (0.53 MI) TO A CROSSROAD.  TURN RIGHT, WEST, ON PAVED
 LV0662'ROAD FOR 0.16 KM (0.10 MI) TO ROAD END AT TAXI AND OFFICE ON THE LEFT
 LV0662'ON HILL.  TURN LEFT, SOUTHEAST, ON TAXI FOR 0.18 KM (0.11 MI) TO A
 LV0662'TAXI CONNECTOR ON THE RIGHT.  TURN RIGHT, CROSSING PARALLEL TAXI, FOR
 LV0662'40 M (131.2 FT) TO THE STATION ON THE LEFT.
 LV0662'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 LV0662'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 LV0662'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 LV0662'IS 45.8 M (150.3 FT) NORTHEAST FROM THE RUNWAY CENTER, 32.9 M
 LV0662'(107.9 FT) SOUTHEAST FROM THE CONNECTOR CENTER, 15.4 M (50.5 FT)
 LV0662'SOUTHWEST FROM THE TAXI CENTER AND 7.7 M (25.3 FT) SOUTH FROM THE
 LV0662'CENTER OF A CONCRETE ELECTRICAL VAULT.
 LV0662
 LV0662                          STATION RECOVERY (1992)
 LV0662
 LV0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0662'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0662'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0662'THENCE 1.8 KM (1.10 MI) EASTERLY ALONG DRAKE HILL ROAD, THENCE 0.9 KM
 LV0662'(0.55 MI) SOUTHERLY ALONG AIRPORT ROAD, THENCE 0.2 KM (0.10 MI)
 LV0662'WESTERLY ALONG A PAVED ROAD LEADING TO THE ROHNERVILLE AIRPORT
 LV0662'TERMINAL, THENCE 0.1 KM (0.05 MI) SOUTHEASTERLY ALONG A PAVED RAMP,
 LV0662'THENCE 0.1 KM (0.05 MI) SOUTHWESTERLY ALONG A PAVED RAMP, IN A MEDIAN
 LV0662'BETWEEN A RUNWAY AND TAXIWAY AND IN LINE WITH THE HOLDING LINE OF THE
 LV0662'TWO RAMPS, 112.9 M (370.4 FT) SOUTH OF THE SOUTHWEST CORNER OF THE
 LV0662'TERMINAL, 45.7 M (149.9 FT) NORTHEAST OF THE CENTER OF THE RUNWAY,
 LV0662'32.9 M (107.9 FT) SOUTHEAST OF THE CENTER OF THE MOST NORTHWESTERLY
 LV0662'OF 2 ENTRANCE RAMPS TO THE RUNWAY, 15.4 M (50.5 FT) SOUTHWEST OF AND
 LV0662'LEVEL WITH THE CENTER OF THE TAXIWAY, AND 8.0 M (26.2 FT) SOUTHEAST
 LV0662'OF THE CENTER OF A UTILITY ACCESS COVER. NOTE--ACCESS TO THE DATUM
 LV0662'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 LV0662'THE SPECIFICATIONS FOR A CLASS A MARK.
 LV0662
 LV0662                          STATION RECOVERY (1993)
 LV0662
 LV0662'RECOVERY NOTE BY CALTRANS 1993 (DSC)
 LV0662'THE STATION WAS RECOVERED WITH THE FOLLOWING ADDITION.  THE STATION
 LV0662'WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY.
 LV0662
 LV0662                          STATION RECOVERY (2004)
 LV0662
 LV0662'RECOVERY NOTE BY CALTRANS 2004 (GN)
 LV0662'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004.  THIS STATION WAS
 LV0662'OCCUPIED AS PART OF  THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION
 LV0662'SURVEY OF 2004.
 LV0662
 LV0662                          STATION RECOVERY (2011)
 LV0662
 LV0662'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2011 (DWD)
 LV0662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0663 ***********************************************************************
 LV0663  DESIGNATION -  ROHNPORT AZ MK
 LV0663  PID         -  LV0663
 LV0663  STATE/COUNTY-  CA/HUMBOLDT
 LV0663  USGS QUAD   -  FORTUNA (1972)
 LV0663
 LV0663                         *CURRENT SURVEY CONTROL
 LV0663  ___________________________________________________________________
 LV0663* NAD 83(2007)-  40 33 26.15642(N)    124 08 14.79095(W)     ADJUSTED  
 LV0663* NAVD 88     -       103.931  (meters)     340.98   (feet)  ADJUSTED  
 LV0663  ___________________________________________________________________
 LV0663  EPOCH DATE  -        2007.00
 LV0663  X           -  -2,723,270.871 (meters)                     COMP
 LV0663  Y           -  -4,016,597.858 (meters)                     COMP
 LV0663  Z           -   4,125,240.742 (meters)                     COMP
 LV0663  LAPLACE CORR-           7.21  (seconds)                    DEFLEC09
 LV0663  ELLIP HEIGHT-          72.983 (meters)          (02/10/07) ADJUSTED
 LV0663  GEOID HEIGHT-         -30.95  (meters)                     GEOID09
 LV0663  DYNAMIC HT  -         103.882 (meters)     340.82  (feet)  COMP
 LV0663
 LV0663  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV0663  Type    PID    Designation                      North   East  Ellip
 LV0663  -------------------------------------------------------------------
 LV0663  NETWORK LV0663 ROHNPORT AZ MK                    1.71   2.02   9.21
 LV0663  -------------------------------------------------------------------
 LV0663  MODELED GRAV-     980,152.6   (mgal)                       NAVD 88
 LV0663
 LV0663  VERT ORDER  -  FIRST     CLASS II
 LV0663
 LV0663.This mark is at Rohnerville Airport (FOT)
 LV0663
 LV0663.The horizontal coordinates were established by GPS observations
 LV0663.and adjusted by the National Geodetic Survey in February 2007.
 LV0663
 LV0663.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV0663.See National Readjustment for more information. 
 LV0663
 LV0663.The horizontal coordinates are valid at the epoch date displayed above
 LV0663.which is a decimal equivalence of Year/Month/Day.
 LV0663
 LV0663.The orthometric height was determined by differential leveling and
 LV0663.adjusted in December 1992.
 LV0663
 LV0663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV0663
 LV0663.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0663
 LV0663.The ellipsoidal height was determined by GPS observations
 LV0663.and is referenced to NAD 83.
 LV0663
 LV0663.The geoid height was determined by GEOID09.
 LV0663
 LV0663.The dynamic height is computed by dividing the NAVD 88
 LV0663.geopotential number by the normal gravity value computed on the
 LV0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0663.degrees latitude (g = 980.6199 gals.).
 LV0663
 LV0663.The modeled gravity was interpolated from observed gravity values.
 LV0663
 LV0663;                    North         East     Units Scale Factor Converg.
 LV0663;SPC CA 1     -   638,109.752 1,819,002.893   MT  0.99990633   -1 23 51.5
 LV0663;SPC CA 1     - 2,093,531.74  5,967,845.32   sFT  0.99990633   -1 23 51.5
 LV0663;UTM  10      - 4,490,232.800   403,701.170   MT  0.99971415   -0 44 22.7
 LV0663
 LV0663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0663!SPC CA 1     -   0.99998855  x   0.99990633  =   0.99989488
 LV0663!UTM  10      -   0.99998855  x   0.99971415  =   0.99970270
 LV0663
 LV0663:                Primary Azimuth Mark                     Grid Az
 LV0663:SPC CA 1     -  ROHNPORT                                 128 56 00.7
 LV0663:UTM  10      -  ROHNPORT                                 128 16 31.9
 LV0663
 LV0663|---------------------------------------------------------------------|
 LV0663| PID    Reference Object                     Distance      Geod. Az  |
 LV0663|                                                           dddmmss.s |
 LV0663| LV0662 ROHNPORT                            APPROX. 0.6 KM 1273209.2 |
 LV0663|---------------------------------------------------------------------|
 LV0663
 LV0663                          SUPERSEDED SURVEY CONTROL
 LV0663
 LV0663  NAD 83(1992)-  40 33 26.14304(N)    124 08 14.78694(W) AD(1991.35) 3
 LV0663  NAD 83(1992)-  40 33 26.14316(N)    124 08 14.78680(W) AD(1991.35) 3
 LV0663  ELLIP H (11/17/92)   73.289  (m)                       GP(1991.35) 5 1
 LV0663  NAD 83(1992)-  40 33 26.13493(N)    124 08 14.79532(W) AD(1984.00) 3
 LV0663  NAVD 88 (11/17/92)  103.96   (m)          341.1    (f) LEVELING    3  
 LV0663  NAVD 88 (06/15/91)  103.957  (m)          341.07   (f) UNKNOWN     1 2
 LV0663  NGVD 29 (12/02/92)  102.949  (m)          337.76   (f) ADJUSTED    1 2
 LV0663
 LV0663.Superseded values are not recommended for survey control.
 LV0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0663.See file dsdata.txt to determine how the superseded data were derived.
 LV0663
 LV0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK0370190232(NAD 83)
 LV0663
 LV0663_MARKER: I = METAL ROD
 LV0663_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LV0663_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LV0663_STAMPING: ROHNPORT AZ MK 1987
 LV0663_MARK LOGO: NGS   
 LV0663_PROJECTION: FLUSH
 LV0663_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0663+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0663_ROD/PIPE-DEPTH: 6.2  meters
 LV0663
 LV0663  HISTORY     - Date     Condition        Report By
 LV0663  HISTORY     - 1987     MONUMENTED       NGS
 LV0663  HISTORY     - 19880224 GOOD             NGS
 LV0663  HISTORY     - 19920708 GOOD             NGS
 LV0663  HISTORY     - 19920728 GOOD             NGS
 LV0663
 LV0663                          STATION DESCRIPTION
 LV0663
 LV0663'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0663'4.7 KM (2.90 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0663'OVERPASS IN FORTUNA, THENCE 1.8 KM (1.10 MI) EASTERLY ALONG DRAKE
 LV0663'HILL ROAD, THENCE 0.9 KM (0.55 MI) SOUTHERLY ALONG AIRPORT ROAD,
 LV0663'THENCE 0.2 KM (0.10 MI) WESTERLY ALONG A PAVED ROAD, THENCE 0.1 KM
 LV0663'(0.05 MI) SOUTHEASTERLY ALONG A PAVED RAMP, THENCE 0.6 KM (0.35 MI)
 LV0663'NORTHWESTERLY ALONG A TAXIWAY, IN THE GRASS MEDIAN BETWEEN THE RUNWAY
 LV0663'AND TAXIWAY, 79.2 M (259.8 FT) EAST-NORTHEAST OF THE CENTER OF THE
 LV0663'NORTHWEST END OF THE RUNWAY, 46.3 M (151.9 FT) NORTHEAST OF THE
 LV0663'CENTER OF THE RUNWAY, 22.2 M (72.8 FT) NORTH-NORTHEAST OF A WHITE
 LV0663'RUNWAY LIGHT, 15.2 M (49.9 FT) SOUTHWEST OF THE CENTER OF THE
 LV0663'TAXIWAY, AND LEVEL WITH THE TAXIWAY.  NOTE--ACCESS TO THE DATUM POINT
 LV0663'IS THROUGH A 5-INCH LOGO CAP.
 LV0663
 LV0663                          STATION RECOVERY (1992)
 LV0663
 LV0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0663'STATION IS LOCATED ABOUT 5 KM (3.1 MI) SOUTH OF FORTUNA, 1.5 KM
 LV0663'(0.9 MI) SOUTH OF ROHNERVILLE, AT THE FORTUNA/ROHNERVILLE AIRPORT, IN
 LV0663'THE MEDIAN BETWEEN THE PARALLEL TAXI AND THE RUNWAY, NEAR THE END OF
 LV0663'RUNWAY 11. OWNERSHIP--HUMBOLDT COUNTY, DEPARTMENT OF PUBLIC WORKS,
 LV0663'1106 SECOND STREET, EUREKA, CA 95501.  AIRPORT MANAGER IS RAY L.
 LV0663'BEENINGA, PHONE 707-839-5402 (HIS OFFICE IS AT THE ARCATA-EUREKA
 LV0663'AIRPORT).
 LV0663'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 101 AND DRAKE HILL ROAD AT
 LV0663'THE SOUTH EDGE OF FORTUNA, GO EAST ON DRAKE HILL ROAD FOR 1.75 KM
 LV0663'(1.09 MI) TO A PAVED ROAD RIGHT.  TURN RIGHT, SOUTH, ON AIRPORT ROAD
 LV0663'FOR 0.86 KM (0.53 MI) TO A CROSSROAD.  TURN RIGHT, WEST, ON PAVED
 LV0663'ROAD FOR 0.16 KM (0.10 MI) TO ROAD END AT TAXI AND OFFICE ON THE LEFT
 LV0663'ON HILL.  TURN LEFT, SOUTHEAST, ON TAXI FOR 0.18 KM (0.11 MI) TO A
 LV0663'TAXI CONNECTOR ON THE RIGHT.  TURN RIGHT FOR 30 M (98.4 FT) TO THE
 LV0663'PARALLEL TAXI.  TURN RIGHT, NORTHWEST, ON TAXI FOR 0.57 KM (0.35 MI)
 LV0663'TO THE STATION ON THE LEFT.
 LV0663'STATION MARK IS A PUNCH HOLE TOP CENTER ON A STAINLESS STEEL ROD IN A
 LV0663'2.5 CM GREASE FILLED PVC SLEEVE 90 CM LONG ENCASED IN A 12.7 CM PVC
 LV0663'PIPE WITH LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH THE GROUND. IT
 LV0663'IS 46.4 M (152.2 FT) NORTHEAST FROM THE RUNWAY CENTER, 15.3 M
 LV0663'(50.2 FT) SOUTHWEST FROM THE TAXI CENTER, 22.2 M (72.8 FT)
 LV0663'EAST-NORTHEAST FROM THE FIRST LIGHT FROM THE RUNWAY END AND 13.4 M
 LV0663'(44.0 FT) SOUTH FROM THE SOUTH CORNER OF A RECTANGULAR CATCH BASIN.
 LV0663
 LV0663                          STATION RECOVERY (1992)
 LV0663
 LV0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0663'4.6 KM (2.85 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0663'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0663'THENCE 1.8 KM (1.10 MI) EASTERLY ALONG DRAKE HILL ROAD, THENCE 0.9 KM
 LV0663'(0.55 MI) SOUTHERLY ALONG AIRPORT ROAD, THENCE 0.2 KM (0.10 MI)
 LV0663'EASTERLY ALONG A PAVED ROAD TO THE ROHNERVILLE AIRPORT TERMINAL,
 LV0663'THENCE 0.1 KM (0.05 MI) SOUTHEASTERLY ALONG A PAVED RAMP, THENCE 0.6
 LV0663'KM (0.35 MI) NORTHWESTERLY ALONG A TAXIWAY, IN A MEDIAN BETWEEN THE
 LV0663'RUNWAY AND TAXIWAY, 79.2 M (259.8 FT) EAST-NORTHEAST OF THE CENTER OF
 LV0663'THE NORTHWEST END OF THE RUNWAY, 46.3 M (151.9 FT) NORTHEAST OF THE
 LV0663'CENTER OF THE RUNWAY, 22.2 M (72.8 FT) NORTH-NORTHEAST OF A WHITE
 LV0663'RUNWAY LIGHT, 15.2 M (49.9 FT) SOUTHWEST OF AND LEVEL WITH THE CENTER
 LV0663'OF THE TAXIWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LV0663'LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FRO A
 LV0663'CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0393 ***********************************************************************
 LV0393  DESIGNATION -  S 100
 LV0393  PID         -  LV0393
 LV0393  STATE/COUNTY-  CA/HUMBOLDT
 LV0393  USGS QUAD   -  SCOTIA (1970)
 LV0393
 LV0393                         *CURRENT SURVEY CONTROL
 LV0393  ___________________________________________________________________
 LV0393* NAD 83(1986)-  40 28 58.     (N)    124 06 08.     (W)     SCALED    
 LV0393* NAVD 88     -        50.729  (meters)     166.43   (feet)  ADJUSTED  
 LV0393  ___________________________________________________________________
 LV0393  GEOID HEIGHT-         -30.81  (meters)                     GEOID09
 LV0393  DYNAMIC HT  -          50.704 (meters)     166.35  (feet)  COMP
 LV0393  MODELED GRAV-     980,142.7   (mgal)                       NAVD 88
 LV0393
 LV0393  VERT ORDER  -  FIRST     CLASS II
 LV0393
 LV0393.The horizontal coordinates were scaled from a topographic map and have
 LV0393.an estimated accuracy of +/- 6 seconds.
 LV0393.
 LV0393.The orthometric height was determined by differential leveling and
 LV0393.adjusted in December 1992.
 LV0393
 LV0393.The geoid height was determined by GEOID09.
 LV0393
 LV0393.The dynamic height is computed by dividing the NAVD 88
 LV0393.geopotential number by the normal gravity value computed on the
 LV0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0393.degrees latitude (g = 980.6199 gals.).
 LV0393
 LV0393.The modeled gravity was interpolated from observed gravity values.
 LV0393
 LV0393;                    North         East    Units  Estimated Accuracy
 LV0393;SPC CA 1     -   629,770.    1,821,790.      MT  (+/- 180 meters Scaled)
 LV0393
 LV0393                          SUPERSEDED SURVEY CONTROL
 LV0393
 LV0393  NAVD 88 (06/15/91)   50.784  (m)          166.61   (f) UNKNOWN     1 2
 LV0393  NGVD 29 (12/02/92)   49.754  (m)          163.23   (f) ADJUSTED    1 2
 LV0393
 LV0393.Superseded values are not recommended for survey control.
 LV0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0393.See file dsdata.txt to determine how the superseded data were derived.
 LV0393
 LV0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK065819(NAD 83)
 LV0393
 LV0393_MARKER: DB = BENCH MARK DISK
 LV0393_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LV0393+WITH SETTING: PAVEMENT
 LV0393_SP_SET: BALUSTRADE
 LV0393_STAMPING: S 100 1931 162.624
 LV0393_MARK LOGO: CGS   
 LV0393_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0393+STABILITY: SURFACE MOTION
 LV0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0393+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0393
 LV0393  HISTORY     - Date     Condition        Report By
 LV0393  HISTORY     - 1931     MONUMENTED       CGS
 LV0393  HISTORY     - 1967     GOOD             CGS
 LV0393  HISTORY     - 19880226 GOOD             NGS
 LV0393  HISTORY     - 19920728 GOOD             NGS
 LV0393
 LV0393                          STATION DESCRIPTION
 LV0393
 LV0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0393'AT SCOTIA.
 LV0393'AT SCOTIA, 160 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 LV0393'MAIN AND B STREETS (NORTH END OF B STREET), AT THE SOUTHWEST
 LV0393'ENTRANCE TO SCOTIA HOSPITAL, IN THE TOP OF A CONCRETE PILLAR
 LV0393'AT THE SOUTHWEST END OF THE NORTHWEST CONCRETE RAILING FOR STEPS
 LV0393'TO HOSPITAL ENTRANCE, 22 FEET NORTHEAST OF THE CENTER LINE OF B
 LV0393'STREET, AND ABOUT 4 FEET HIGHER THAN THE STREET, 0.8 MILE SOUTHEAST
 LV0393'OF BENCH MARK Q 1086.
 LV0393
 LV0393                          STATION RECOVERY (1988)
 LV0393
 LV0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0393'RECOVERED IN GOOD CONDITION.
 LV0393
 LV0393                          STATION RECOVERY (1992)
 LV0393
 LV0393'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0393'IN SCOTIA, AT THE INTERSECTION OF MAIN AND B STREETS, NEAR THE
 LV0393'SOUTHWEST END OF THE NORTHWEST CONCRETE BALUSTRADE OF THE SOUTHWEST
 LV0393'ENTRANCE TO THE SCOTIA MEDICAL CENTER, 48.8 M (160.1 FT) SOUTHEAST OF
 LV0393'THE CENTER OF THE MAIN STREET, 6.7 M (22.0 FT) NORTHEAST OF THE
 LV0393'CENTERLINE OF B STREET, AND 1.3 M (4.3 FT) ABOVE THE LEVEL OF B
 LV0393'STREET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1270 ***********************************************************************
 LU1270  DESIGNATION -  S 1084
 LU1270  PID         -  LU1270
 LU1270  STATE/COUNTY-  CA/HUMBOLDT
 LU1270  USGS QUAD   -  MIRANDA (1970)
 LU1270
 LU1270                         *CURRENT SURVEY CONTROL
 LU1270  ___________________________________________________________________
 LU1270* NAD 83(1986)-  40 10 04.     (N)    123 46 54.     (W)     SCALED    
 LU1270* NAVD 88     -        83.875  (meters)     275.18   (feet)  ADJUSTED  
 LU1270  ___________________________________________________________________
 LU1270  GEOID HEIGHT-         -30.37  (meters)                     GEOID09
 LU1270  DYNAMIC HT  -          83.826 (meters)     275.02  (feet)  COMP
 LU1270  MODELED GRAV-     980,041.1   (mgal)                       NAVD 88
 LU1270
 LU1270  VERT ORDER  -  FIRST     CLASS II
 LU1270
 LU1270.The horizontal coordinates were scaled from a topographic map and have
 LU1270.an estimated accuracy of +/- 6 seconds.
 LU1270.
 LU1270.The orthometric height was determined by differential leveling and
 LU1270.adjusted in December 1992.
 LU1270
 LU1270.The geoid height was determined by GEOID09.
 LU1270
 LU1270.The dynamic height is computed by dividing the NAVD 88
 LU1270.geopotential number by the normal gravity value computed on the
 LU1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1270.degrees latitude (g = 980.6199 gals.).
 LU1270
 LU1270.The modeled gravity was interpolated from observed gravity values.
 LU1270
 LU1270;                    North         East    Units  Estimated Accuracy
 LU1270;SPC CA 1     -   594,200.    1,848,250.      MT  (+/- 180 meters Scaled)
 LU1270
 LU1270                          SUPERSEDED SURVEY CONTROL
 LU1270
 LU1270  NAVD 88 (06/15/91)   83.885  (m)          275.21   (f) UNKNOWN     1 2
 LU1270  NGVD 29 (12/02/92)   82.948  (m)          272.14   (f) ADJUSTED    1 2
 LU1270
 LU1270.Superseded values are not recommended for survey control.
 LU1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1270.See file dsdata.txt to determine how the superseded data were derived.
 LU1270
 LU1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK334466(NAD 83)
 LU1270
 LU1270_MARKER: DB = BENCH MARK DISK
 LU1270_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1270_SP_SET: HEADWALL
 LU1270_STAMPING: S 1084 1967
 LU1270_MARK LOGO: CGS   
 LU1270_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1270+STABILITY: SURFACE MOTION
 LU1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1270+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1270
 LU1270  HISTORY     - Date     Condition        Report By
 LU1270  HISTORY     - 1967     MONUMENTED       CGS
 LU1270  HISTORY     - 19880329 GOOD             NGS
 LU1270  HISTORY     - 19920729 GOOD             NGS
 LU1270
 LU1270                          STATION DESCRIPTION
 LU1270
 LU1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1270'6.9 MI N FROM GARBERVILLE.
 LU1270'6.9 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1270'GARBERVILLE, AT TUTTLE CREEK, IN THE TOP AND 1.3 FEET SOUTHWEST
 LU1270'OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A
 LU1270'48-INCH PIPE CULVERT, 62 FEET SOUTHEAST OF THE CENTER LINE OF THE
 LU1270'SOUTHEAST LANES OF THE HIGHWAY, AND ABOUT 5 FEET LOWER THAN THE
 LU1270'HIGHWAY.
 LU1270
 LU1270                          STATION RECOVERY (1988)
 LU1270
 LU1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1270'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.8 KM (5.45
 LU1270'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1270'GARBERVILLE.  NOTE--THE CULVERT MENTIONED IN THE ORIGINAL DESCRIPTION
 LU1270'IS NUMBER 16.75.
 LU1270
 LU1270                          STATION RECOVERY (1992)
 LU1270
 LU1270'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1270'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1270'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1270'REDWOOD DRIVE, THENCE 8.6 KM (5.35 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1270'101, IN TOP OF AND 0.4 M (1.3 FT) SOUTHWEST OF THE NORTHEAST END OF
 LU1270'THE SOUTHEAST CONCRETE HEADWALL OF A PIPE CULVERT AT MILEPOST 16.75,
 LU1270'18.9 M (62.0 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES
 LU1270'OF THE HIGHWAY, AND 1.3 M (4.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1309 ***********************************************************************
 LU1309  DESIGNATION -  S 1085
 LU1309  PID         -  LU1309
 LU1309  STATE/COUNTY-  CA/HUMBOLDT
 LU1309  USGS QUAD   -  WEOTT (1969)
 LU1309
 LU1309                         *CURRENT SURVEY CONTROL
 LU1309  ___________________________________________________________________
 LU1309* NAD 83(1986)-  40 20 04.     (N)    123 55 47.     (W)     SCALED    
 LU1309* NAVD 88     -        96.196  (meters)     315.60   (feet)  ADJUSTED  
 LU1309  ___________________________________________________________________
 LU1309  GEOID HEIGHT-         -30.52  (meters)                     GEOID09
 LU1309  DYNAMIC HT  -          96.147 (meters)     315.44  (feet)  COMP
 LU1309  MODELED GRAV-     980,118.3   (mgal)                       NAVD 88
 LU1309
 LU1309  VERT ORDER  -  FIRST     CLASS II
 LU1309
 LU1309.The horizontal coordinates were scaled from a topographic map and have
 LU1309.an estimated accuracy of +/- 6 seconds.
 LU1309.
 LU1309.The orthometric height was determined by differential leveling and
 LU1309.adjusted in December 1992.
 LU1309
 LU1309.The geoid height was determined by GEOID09.
 LU1309
 LU1309.The dynamic height is computed by dividing the NAVD 88
 LU1309.geopotential number by the normal gravity value computed on the
 LU1309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1309.degrees latitude (g = 980.6199 gals.).
 LU1309
 LU1309.The modeled gravity was interpolated from observed gravity values.
 LU1309
 LU1309;                    North         East    Units  Estimated Accuracy
 LU1309;SPC CA 1     -   612,970.    1,836,050.      MT  (+/- 180 meters Scaled)
 LU1309
 LU1309                          SUPERSEDED SURVEY CONTROL
 LU1309
 LU1309  NAVD 88 (06/15/91)   96.203  (m)          315.63   (f) UNKNOWN     1 2
 LU1309  NGVD 29 (12/02/92)   95.243  (m)          312.48   (f) ADJUSTED    1 2
 LU1309
 LU1309.Superseded values are not recommended for survey control.
 LU1309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1309.See file dsdata.txt to determine how the superseded data were derived.
 LU1309
 LU1309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK210652(NAD 83)
 LU1309
 LU1309_MARKER: DB = BENCH MARK DISK
 LU1309_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1309_SP_SET: RETAINING WALL
 LU1309_STAMPING: S 1085 1967
 LU1309_MARK LOGO: CGS   
 LU1309_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1309+STABILITY: SURFACE MOTION
 LU1309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1309+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LU1309
 LU1309  HISTORY     - Date     Condition        Report By
 LU1309  HISTORY     - 1967     MONUMENTED       CGS
 LU1309  HISTORY     - 19880324 GOOD             NGS
 LU1309  HISTORY     - 19920730 GOOD             NGS
 LU1309
 LU1309                          STATION DESCRIPTION
 LU1309
 LU1309'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1309'6.3 MI N FROM MYERS FLAT.
 LU1309'6.3 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1309'OVERPASS AT MYERS FLAT, IN THE TOP AND 0.2 FOOT SOUTH OF THE
 LU1309'NORTH END OF THE RETAINING WALL FOR CATCH BASIN 34.27, 37 FEET
 LU1309'EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 5 FEET
 LU1309'HIGHER THAN THE HIGHWAY.
 LU1309
 LU1309                          STATION RECOVERY (1988)
 LU1309
 LU1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1309'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  35.6 KM (22.10
 LU1309'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1309'GARBERVILLE.
 LU1309
 LU1309                          STATION RECOVERY (1992)
 LU1309
 LU1309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1309'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1309'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1309'REDWOOD DRIVE, THENCE 37.0 KM (23.00 MI) NORTHERLY ALONG U.S HIGHWAY
 LU1309'101, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF A
 LU1309'CONCRETE RETAINING WALL FOR A CATCH BASIN AT MILEPOST 34.27, 11.3 M
 LU1309'(37.1 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LU1309'HIGHWAY, AND 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0666 ***********************************************************************
 LV0666  DESIGNATION -  S 1401
 LV0666  PID         -  LV0666
 LV0666  STATE/COUNTY-  CA/HUMBOLDT
 LV0666  USGS QUAD   -  HYDESVILLE (1979)
 LV0666
 LV0666                         *CURRENT SURVEY CONTROL
 LV0666  ___________________________________________________________________
 LV0666* NAD 83(1986)-  40 30 41.     (N)    124 07 28.     (W)     SCALED    
 LV0666* NAVD 88     -        32.920  (meters)     108.01   (feet)  ADJUSTED  
 LV0666  ___________________________________________________________________
 LV0666  GEOID HEIGHT-         -30.91  (meters)                     GEOID09
 LV0666  DYNAMIC HT  -          32.904 (meters)     107.95  (feet)  COMP
 LV0666  MODELED GRAV-     980,144.3   (mgal)                       NAVD 88
 LV0666
 LV0666  VERT ORDER  -  FIRST     CLASS II
 LV0666
 LV0666.The horizontal coordinates were scaled from a topographic map and have
 LV0666.an estimated accuracy of +/- 6 seconds.
 LV0666.
 LV0666.The orthometric height was determined by differential leveling and
 LV0666.adjusted in December 1992.
 LV0666
 LV0666.The geoid height was determined by GEOID09.
 LV0666
 LV0666.The dynamic height is computed by dividing the NAVD 88
 LV0666.geopotential number by the normal gravity value computed on the
 LV0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0666.degrees latitude (g = 980.6199 gals.).
 LV0666
 LV0666.The modeled gravity was interpolated from observed gravity values.
 LV0666
 LV0666;                    North         East    Units  Estimated Accuracy
 LV0666;SPC CA 1     -   632,990.    1,819,980.      MT  (+/- 180 meters Scaled)
 LV0666
 LV0666                          SUPERSEDED SURVEY CONTROL
 LV0666
 LV0666  NAVD 88 (06/15/91)   32.974  (m)          108.18   (f) UNKNOWN     1 2
 LV0666  NGVD 29 (12/02/92)   31.942  (m)          104.80   (f) ADJUSTED    1 2
 LV0666
 LV0666.Superseded values are not recommended for survey control.
 LV0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0666.See file dsdata.txt to determine how the superseded data were derived.
 LV0666
 LV0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK047851(NAD 83)
 LV0666
 LV0666_MARKER: DV = VERTICAL CONTROL DISK
 LV0666_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0666_SP_SET: ABUTMENT
 LV0666_STAMPING: S 1401 1988
 LV0666_MARK LOGO: NGS   
 LV0666_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0666_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0666+STABILITY: POSITION/ELEVATION WELL
 LV0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0666+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0666
 LV0666  HISTORY     - Date     Condition        Report By
 LV0666  HISTORY     - 1988     MONUMENTED       NGS
 LV0666  HISTORY     - 19920728 GOOD             NGS
 LV0666
 LV0666                          STATION DESCRIPTION
 LV0666
 LV0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0666'11.7 KM (7.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0666'OVERPASS IN FORTUNA, SET VERTICALLY IN THE NORTHEAST FACE OF THE
 LV0666'NORTHWEST ABUTMENT OF A HIGHWAY BRIDGE SPANNING THE EEL RIVER, 5.1 M
 LV0666'(16.7 FT) NORTHWEST OF THE EAST CORNER OF THE ABUTMENT, 4.7 M (15.4
 LV0666'FT) SOUTHEAST OF THE NORTHWEST END OF A CONCRETE GUARDRAIL, 3.6 M
 LV0666'(11.8 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF THE
 LV0666'HIGHWAY, 1.0 M (3.3 FT) BELOW THE SURFACE OF THE HIGHWAY, AND 0.9 M
 LV0666'(3.0 FT) ABOVE THE GROUND SURFACE.  NOTE--AFTER CONSTRUCTION IS
 LV0666'COMPLETED THE MARK WILL BE 6.5 M (21.3 FT) NORTHEAST OF THE CENTER OF
 LV0666'THE SOUTHBOUND LANES OF THE HIGHWAY.
 LV0666
 LV0666                          STATION RECOVERY (1992)
 LV0666
 LV0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0666'11.8 KM (7.35 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0666'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0666'SET VERTICALLY IN THE NORTHEAST FACE OF THE NORTHWEST CONCRETE
 LV0666'ABUTMENT OF A HIGHWAY BRIDGE SPANNING EEL RIVER, 5.1 M (16.7 FT)
 LV0666'NORTHWEST OF THE EAST CORNER OF THE ABUTMENT, 4.7 M (15.4 FT)
 LV0666'SOUTHEAST OF THE NORTHWEST END OF A CONCRETE GUARDRAIL, 3.6 M
 LV0666'(11.8 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LV0666'HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.9 M
 LV0666'(3.0 FT) ABOVE THE GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2306 ***********************************************************************
 LU2306  DESIGNATION -  S 1463
 LU2306  PID         -  LU2306
 LU2306  STATE/COUNTY-  CA/HUMBOLDT
 LU2306  USGS QUAD   -  BRICELAND (1969)
 LU2306
 LU2306                         *CURRENT SURVEY CONTROL
 LU2306  ___________________________________________________________________
 LU2306* NAD 83(1986)-  40 06 24.     (N)    123 52 47.     (W)     SCALED    
 LU2306* NAVD 88     -       283.027  (meters)     928.56   (feet)  ADJUSTED  
 LU2306  ___________________________________________________________________
 LU2306  GEOID HEIGHT-         -30.60  (meters)                     GEOID09
 LU2306  DYNAMIC HT  -         282.870 (meters)     928.05  (feet)  COMP
 LU2306  MODELED GRAV-     980,062.5   (mgal)                       NAVD 88
 LU2306
 LU2306  VERT ORDER  -  FIRST     CLASS II
 LU2306
 LU2306.The horizontal coordinates were scaled from a topographic map and have
 LU2306.an estimated accuracy of +/- 6 seconds.
 LU2306.
 LU2306.The orthometric height was determined by differential leveling and
 LU2306.adjusted in December 1992.
 LU2306
 LU2306.The geoid height was determined by GEOID09.
 LU2306
 LU2306.The dynamic height is computed by dividing the NAVD 88
 LU2306.geopotential number by the normal gravity value computed on the
 LU2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2306.degrees latitude (g = 980.6199 gals.).
 LU2306
 LU2306.The modeled gravity was interpolated from observed gravity values.
 LU2306
 LU2306;                    North         East    Units  Estimated Accuracy
 LU2306;SPC CA 1     -   587,590.    1,839,750.      MT  (+/- 180 meters Scaled)
 LU2306
 LU2306                          SUPERSEDED SURVEY CONTROL
 LU2306
 LU2306  NGVD 29 (12/02/92)  282.094  (m)          925.50   (f) ADJUSTED    1 2
 LU2306
 LU2306.Superseded values are not recommended for survey control.
 LU2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2306.See file dsdata.txt to determine how the superseded data were derived.
 LU2306
 LU2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK250399(NAD 83)
 LU2306
 LU2306_MARKER: I = METAL ROD
 LU2306_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU2306_SP_SET: STAINLESS STEEL ROD
 LU2306_STAMPING: S 1463 1992
 LU2306_MARK LOGO: NGS   
 LU2306_PROJECTION: FLUSH
 LU2306_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU2306+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2306_ROD/PIPE-DEPTH: 4.8  meters
 LU2306
 LU2306  HISTORY     - Date     Condition        Report By
 LU2306  HISTORY     - 1992     MONUMENTED       NGS
 LU2306
 LU2306                          STATION DESCRIPTION
 LU2306
 LU2306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2306'3.3 KM (2.05 MI) SOUTHERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU2306'OFFICE IN GARBERVILLE, THENCE 9.9 KM (6.15 MI) NORTHWESTERLY ALONG
 LU2306'OLD BRICELAND ROAD, 26.2 M (86.0 FT) NORTHEAST OF THE NORTHEAST
 LU2306'CORNER OF A LOADING SHOOT AT THE NORTHEAST CORNER OF A CORRAL, 12.0 M
 LU2306'(39.4 FT) NORTH OF THE ROAD CENTER, 6.5 M (21.3 FT) WEST OF THE
 LU2306'CENTER OF A TRACK ROAD AND GATE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 LU2306'THE ROAD, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST AND FENCE.
 LU2306'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1194 ***********************************************************************
 LV1194  DESIGNATION -  S 1464
 LV1194  PID         -  LV1194
 LV1194  STATE/COUNTY-  CA/HUMBOLDT
 LV1194  USGS QUAD   -  HONEYDEW (1970)
 LV1194
 LV1194                         *CURRENT SURVEY CONTROL
 LV1194  ___________________________________________________________________
 LV1194* NAD 83(1986)-  40 09 58.     (N)    124 04 57.     (W)     SCALED    
 LV1194* NAVD 88     -       627.671  (meters)    2059.28   (feet)  ADJUSTED  
 LV1194  ___________________________________________________________________
 LV1194  GEOID HEIGHT-         -30.67  (meters)                     GEOID09
 LV1194  DYNAMIC HT  -         627.307 (meters)    2058.09  (feet)  COMP
 LV1194  MODELED GRAV-     980,024.9   (mgal)                       NAVD 88
 LV1194
 LV1194  VERT ORDER  -  FIRST     CLASS II
 LV1194
 LV1194.The horizontal coordinates were scaled from a topographic map and have
 LV1194.an estimated accuracy of +/- 6 seconds.
 LV1194.
 LV1194.The orthometric height was determined by differential leveling and
 LV1194.adjusted in December 1992.
 LV1194
 LV1194.The geoid height was determined by GEOID09.
 LV1194
 LV1194.The dynamic height is computed by dividing the NAVD 88
 LV1194.geopotential number by the normal gravity value computed on the
 LV1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1194.degrees latitude (g = 980.6199 gals.).
 LV1194
 LV1194.The modeled gravity was interpolated from observed gravity values.
 LV1194
 LV1194;                    North         East    Units  Estimated Accuracy
 LV1194;SPC CA 1     -   594,580.    1,822,620.      MT  (+/- 180 meters Scaled)
 LV1194
 LV1194                          SUPERSEDED SURVEY CONTROL
 LV1194
 LV1194  NGVD 29 (12/02/92)  626.717  (m)         2056.15   (f) ADJUSTED    1 2
 LV1194
 LV1194.Superseded values are not recommended for survey control.
 LV1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1194.See file dsdata.txt to determine how the superseded data were derived.
 LV1194
 LV1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK078467(NAD 83)
 LV1194
 LV1194_MARKER: I = METAL ROD
 LV1194_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1194_SP_SET: STAINLESS STEEL ROD
 LV1194_STAMPING: S 1464 1992
 LV1194_MARK LOGO: NGS   
 LV1194_PROJECTION: RECESSED 3 CENTIMETERS
 LV1194_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1194+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1194_ROD/PIPE-DEPTH: 7.3  meters
 LV1194
 LV1194  HISTORY     - Date     Condition        Report By
 LV1194  HISTORY     - 1992     MONUMENTED       NGS
 LV1194
 LV1194                          STATION DESCRIPTION
 LV1194
 LV1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1194'11.7 KM (7.25 MI) SOUTHERLY ALONG WILDER RIDGE ROAD FROM THE JUNCTION
 LV1194'OF MATTOLE ROAD IN HONEYDEW, 4.6 M (15.1 FT) NORTHEAST OF THE ROAD
 LV1194'CENTER, 4.4 M (14.4 FT) NORTHWEST OF THE CENTER OF FOX SPRING ROAD,
 LV1194'0.6 M (2.0 FT) SOUTHEAST OF A SIGN (FOX SPRING ROAD), 0.3 M (1.0 FT)
 LV1194'ABOVE THE LEVEL OF THE ROADS, AND 0.3 M (1.0 FT) SOUTHWEST OF A
 LV1194'WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LV1194'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1244 ***********************************************************************
 LV1244  DESIGNATION -  S 1465
 LV1244  PID         -  LV1244
 LV1244  STATE/COUNTY-  CA/HUMBOLDT
 LV1244  USGS QUAD   -  PETROLIA (1969)
 LV1244
 LV1244                         *CURRENT SURVEY CONTROL
 LV1244  ___________________________________________________________________
 LV1244* NAD 83(1986)-  40 19 36.     (N)    124 17 46.     (W)     SCALED    
 LV1244* NAVD 88     -        40.487  (meters)     132.83   (feet)  ADJUSTED  
 LV1244  ___________________________________________________________________
 LV1244  GEOID HEIGHT-         -31.19  (meters)                     GEOID09
 LV1244  DYNAMIC HT  -          40.469 (meters)     132.77  (feet)  COMP
 LV1244  MODELED GRAV-     980,172.5   (mgal)                       NAVD 88
 LV1244
 LV1244  VERT ORDER  -  FIRST     CLASS II
 LV1244
 LV1244.The horizontal coordinates were scaled from a topographic map and have
 LV1244.an estimated accuracy of +/- 6 seconds.
 LV1244.
 LV1244.The orthometric height was determined by differential leveling and
 LV1244.adjusted in December 1992.
 LV1244
 LV1244.The geoid height was determined by GEOID09.
 LV1244
 LV1244.The dynamic height is computed by dividing the NAVD 88
 LV1244.geopotential number by the normal gravity value computed on the
 LV1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1244.degrees latitude (g = 980.6199 gals.).
 LV1244
 LV1244.The modeled gravity was interpolated from observed gravity values.
 LV1244
 LV1244;                    North         East    Units  Estimated Accuracy
 LV1244;SPC CA 1     -   612,850.    1,804,900.      MT  (+/- 180 meters Scaled)
 LV1244
 LV1244                          SUPERSEDED SURVEY CONTROL
 LV1244
 LV1244  NGVD 29 (12/02/92)   39.538  (m)          129.72   (f) ADJUSTED    1 2
 LV1244
 LV1244.Superseded values are not recommended for survey control.
 LV1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1244.See file dsdata.txt to determine how the superseded data were derived.
 LV1244
 LV1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK898648(NAD 83)
 LV1244
 LV1244_MARKER: I = METAL ROD
 LV1244_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LV1244+WITH SETTING: INFORMATION.
 LV1244_SP_SET: METAL ROD DRIVEN INTO GROUND
 LV1244_STAMPING: S 1465 1992
 LV1244_MARK LOGO: NGS   
 LV1244_PROJECTION: FLUSH
 LV1244_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1244+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1244_ROD/PIPE-DEPTH: 2.1  meters
 LV1244
 LV1244  HISTORY     - Date     Condition        Report By
 LV1244  HISTORY     - 1992     MONUMENTED       NGS
 LV1244
 LV1244                          STATION DESCRIPTION
 LV1244
 LV1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1244'1.3 KM (0.80 MI) NORTHWESTERLY ALONG MATTOLE ROAD FROM THE
 LV1244'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, 0.1 KM (0.05 MI) NORTHWEST
 LV1244'OF A BRIDGE SPANNING THE NORTH FORK OF THE MATTOLE RIVER, 75.6 M
 LV1244'(248.0 FT) NORTHWEST OF THE CENTER OF CLARK ROAD, 12.8 M (42.0 FT)
 LV1244'SOUTHWEST OF THE ROAD CENTERLINE, 1.8 M (5.9 FT) ABOVE THE LEVEL OF
 LV1244'THE ROAD, 1.4 M (4.6 FT) NORTHEAST OF A FENCE, AND 0.2 M (0.7 FT)
 LV1244'NORTHEAST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LV1244'THROUGH A 5-INCH LOGO CAP. THE ROD WAS DRIVEN TO REFUSAL AND
 LV1244'ANCHORED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1221 ***********************************************************************
 LV1221  DESIGNATION -  S 1466
 LV1221  PID         -  LV1221
 LV1221  STATE/COUNTY-  CA/HUMBOLDT
 LV1221  USGS QUAD   -  BULL CREEK (1969)
 LV1221
 LV1221                         *CURRENT SURVEY CONTROL
 LV1221  ___________________________________________________________________
 LV1221* NAD 83(1986)-  40 19 24.     (N)    124 03 03.     (W)     SCALED    
 LV1221* NAVD 88     -       491.750  (meters)    1613.35   (feet)  ADJUSTED  
 LV1221  ___________________________________________________________________
 LV1221  GEOID HEIGHT-         -30.57  (meters)                     GEOID09
 LV1221  DYNAMIC HT  -         491.485 (meters)    1612.48  (feet)  COMP
 LV1221  MODELED GRAV-     980,070.4   (mgal)                       NAVD 88
 LV1221
 LV1221  VERT ORDER  -  FIRST     CLASS II
 LV1221
 LV1221.The horizontal coordinates were scaled from a topographic map and have
 LV1221.an estimated accuracy of +/- 6 seconds.
 LV1221.
 LV1221.The orthometric height was determined by differential leveling and
 LV1221.adjusted in December 1992.
 LV1221
 LV1221.The geoid height was determined by GEOID09.
 LV1221
 LV1221.The dynamic height is computed by dividing the NAVD 88
 LV1221.geopotential number by the normal gravity value computed on the
 LV1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1221.degrees latitude (g = 980.6199 gals.).
 LV1221
 LV1221.The modeled gravity was interpolated from observed gravity values.
 LV1221
 LV1221;                    North         East    Units  Estimated Accuracy
 LV1221;SPC CA 1     -   611,970.    1,825,730.      MT  (+/- 180 meters Scaled)
 LV1221
 LV1221                          SUPERSEDED SURVEY CONTROL
 LV1221
 LV1221  NGVD 29 (12/02/92)  490.794  (m)         1610.21   (f) ADJUSTED    1 2
 LV1221
 LV1221.Superseded values are not recommended for survey control.
 LV1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1221.See file dsdata.txt to determine how the superseded data were derived.
 LV1221
 LV1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK107641(NAD 83)
 LV1221
 LV1221_MARKER: I = METAL ROD
 LV1221_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1221_SP_SET: STAINLESS STEEL ROD
 LV1221_STAMPING: S 1466 1992
 LV1221_MARK LOGO: NGS   
 LV1221_PROJECTION: FLUSH
 LV1221_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1221+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1221_ROD/PIPE-DEPTH: 8.4  meters
 LV1221
 LV1221  HISTORY     - Date     Condition        Report By
 LV1221  HISTORY     - 1992     MONUMENTED       NGS
 LV1221
 LV1221                          STATION DESCRIPTION
 LV1221
 LV1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1221'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LV1221'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LV1221'REDWOOD DRIVE, THENCE 39.6 KM (24.60 MI) NORTHERLY ALONG U.S. HIGHWAY
 LV1221'101, THENCE 16.7 KM (10.35 MI) SOUTHWESTERLY ALONG MATTOLE ROAD, ON
 LV1221'THE INSIDE OF A SWITCHBACK, 20.0 M (65.6 FT) NORTH OF THE CENTERLINE
 LV1221'OF THE ROAD AT THE CENTER OF THE SWITCHBACK, 15.0 M (49.2 FT) WEST OF
 LV1221'THE ROAD CENTERLINE, 11.9 M (39.0 FT) EAST OF AND LEVEL WITH OF ROAD
 LV1221'CENTERLINE, AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS
 LV1221'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1268 ***********************************************************************
 LV1268  DESIGNATION -  S 1467
 LV1268  PID         -  LV1268
 LV1268  STATE/COUNTY-  CA/HUMBOLDT
 LV1268  USGS QUAD   -  FERNDALE (1972)
 LV1268
 LV1268                         *CURRENT SURVEY CONTROL
 LV1268  ___________________________________________________________________
 LV1268* NAD 83(1986)-  40 30 18.     (N)    124 17 39.     (W)     SCALED    
 LV1268* NAVD 88     -       580.487  (meters)    1904.48   (feet)  ADJUSTED  
 LV1268  ___________________________________________________________________
 LV1268  GEOID HEIGHT-         -31.19  (meters)                     GEOID09
 LV1268  DYNAMIC HT  -         580.181 (meters)    1903.48  (feet)  COMP
 LV1268  MODELED GRAV-     980,078.4   (mgal)                       NAVD 88
 LV1268
 LV1268  VERT ORDER  -  FIRST     CLASS II
 LV1268
 LV1268.The horizontal coordinates were scaled from a topographic map and have
 LV1268.an estimated accuracy of +/- 6 seconds.
 LV1268.
 LV1268.The orthometric height was determined by differential leveling and
 LV1268.adjusted in December 1992.
 LV1268
 LV1268.The geoid height was determined by GEOID09.
 LV1268
 LV1268.The dynamic height is computed by dividing the NAVD 88
 LV1268.geopotential number by the normal gravity value computed on the
 LV1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1268.degrees latitude (g = 980.6199 gals.).
 LV1268
 LV1268.The modeled gravity was interpolated from observed gravity values.
 LV1268
 LV1268;                    North         East    Units  Estimated Accuracy
 LV1268;SPC CA 1     -   632,640.    1,805,580.      MT  (+/- 180 meters Scaled)
 LV1268
 LV1268                          SUPERSEDED SURVEY CONTROL
 LV1268
 LV1268  NGVD 29 (12/02/92)  579.504  (m)         1901.26   (f) ADJUSTED    1 2
 LV1268
 LV1268.Superseded values are not recommended for survey control.
 LV1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1268.See file dsdata.txt to determine how the superseded data were derived.
 LV1268
 LV1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK903846(NAD 83)
 LV1268
 LV1268_MARKER: I = METAL ROD
 LV1268_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1268_SP_SET: STAINLESS STEEL ROD
 LV1268_STAMPING: S 1467 1992
 LV1268_MARK LOGO: NGS   
 LV1268_PROJECTION: FLUSH
 LV1268_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1268+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1268_ROD/PIPE-DEPTH: 7.0  meters
 LV1268
 LV1268  HISTORY     - Date     Condition        Report By
 LV1268  HISTORY     - 1992     MONUMENTED       NGS
 LV1268
 LV1268                          STATION DESCRIPTION
 LV1268
 LV1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1268'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1268'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1268'AVENUE, THENCE 11.1 KM (6.90 MI) SOUTHERLY ALONG MATTOLE ROAD, 11.7 M
 LV1268'(38.4 FT) SOUTH OF THE ROAD CENTERLINE, 9.2 M (30.2 FT) WEST OF THE
 LV1268'CENTER OF A TRACK ROAD AND GATE LEADING TO A BARN, 5.7 M (18.7 FT)
 LV1268'NORTH OF THE NORTHEAST CORNER OF THE BARN, 1.7 M (5.6 FT) NORTH OF A
 LV1268'FENCE CORNER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M
 LV1268'(1.0 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LV1268'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1293 ***********************************************************************
 LV1293  DESIGNATION -  S 1468
 LV1293  PID         -  LV1293
 LV1293  STATE/COUNTY-  CA/HUMBOLDT
 LV1293  USGS QUAD   -  FORTUNA (1972)
 LV1293
 LV1293                         *CURRENT SURVEY CONTROL
 LV1293  ___________________________________________________________________
 LV1293* NAD 83(1986)-  40 35 44.     (N)    124 14 08.     (W)     SCALED    
 LV1293* NAVD 88     -         9.091  (meters)      29.83   (feet)  ADJUSTED  
 LV1293  ___________________________________________________________________
 LV1293  GEOID HEIGHT-         -31.23  (meters)                     GEOID09
 LV1293  DYNAMIC HT  -           9.087 (meters)      29.81  (feet)  COMP
 LV1293  MODELED GRAV-     980,175.1   (mgal)                       NAVD 88
 LV1293
 LV1293  VERT ORDER  -  FIRST     CLASS II
 LV1293
 LV1293.The horizontal coordinates were scaled from a topographic map and have
 LV1293.an estimated accuracy of +/- 6 seconds.
 LV1293.
 LV1293.The orthometric height was determined by differential leveling and
 LV1293.adjusted in December 1992.
 LV1293
 LV1293.The geoid height was determined by GEOID09.
 LV1293
 LV1293.The dynamic height is computed by dividing the NAVD 88
 LV1293.geopotential number by the normal gravity value computed on the
 LV1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1293.degrees latitude (g = 980.6199 gals.).
 LV1293
 LV1293.The modeled gravity was interpolated from observed gravity values.
 LV1293
 LV1293;                    North         East    Units  Estimated Accuracy
 LV1293;SPC CA 1     -   642,570.    1,810,810.      MT  (+/- 180 meters Scaled)
 LV1293
 LV1293                          SUPERSEDED SURVEY CONTROL
 LV1293
 LV1293  NGVD 29 (12/02/92)    8.107  (m)           26.60   (f) ADJUSTED    1 2
 LV1293
 LV1293.Superseded values are not recommended for survey control.
 LV1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1293.See file dsdata.txt to determine how the superseded data were derived.
 LV1293
 LV1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK954945(NAD 83)
 LV1293
 LV1293_MARKER: I = METAL ROD
 LV1293_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1293_SP_SET: STAINLESS STEEL ROD
 LV1293_STAMPING: S 1468 1992
 LV1293_MARK LOGO: NGS   
 LV1293_PROJECTION: FLUSH
 LV1293_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1293+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1293_ROD/PIPE-DEPTH: 17.0 meters
 LV1293
 LV1293  HISTORY     - Date     Condition        Report By
 LV1293  HISTORY     - 1992     MONUMENTED       NGS
 LV1293
 LV1293                          STATION DESCRIPTION
 LV1293
 LV1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1293'3.5 KM (2.15 MI) NORTHEASTERLY ALONG STATE HIGHWAY 211 (MAIN STREET)
 LV1293'FROM THE POST OFFICE IN FERNDALE, 30.8 M (101.0 FT) SOUTH OF AND
 LV1293'LEVEL WITH THE HIGHWAY CENTERLINE, 30.0 M (98.4 FT) NORTH OF THE
 LV1293'CENTERLINE OF RAFFAELLI AVENUE, 14.0 M (45.9 FT) EAST OF THE
 LV1293'CENTERLINE OF A CROSSOVER BETWEEN THE HIGHWAY AND THE AVENUE, 0.8 M
 LV1293'(2.6 FT) EAST OF A FENCE CORNER, AND 0.4 M (1.3 FT) NORTH OF A
 LV1293'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LV1293'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1271 ***********************************************************************
 LU1271  DESIGNATION -  T 1084
 LU1271  PID         -  LU1271
 LU1271  STATE/COUNTY-  CA/HUMBOLDT
 LU1271  USGS QUAD   -  MIRANDA (1970)
 LU1271
 LU1271                         *CURRENT SURVEY CONTROL
 LU1271  ___________________________________________________________________
 LU1271* NAD 83(1986)-  40 10 55.     (N)    123 46 33.     (W)     SCALED    
 LU1271* NAVD 88     -        87.027  (meters)     285.52   (feet)  ADJUSTED  
 LU1271  ___________________________________________________________________
 LU1271  GEOID HEIGHT-         -30.36  (meters)                     GEOID09
 LU1271  DYNAMIC HT  -          86.977 (meters)     285.36  (feet)  COMP
 LU1271  MODELED GRAV-     980,056.8   (mgal)                       NAVD 88
 LU1271
 LU1271  VERT ORDER  -  FIRST     CLASS II
 LU1271
 LU1271.The horizontal coordinates were scaled from a topographic map and have
 LU1271.an estimated accuracy of +/- 6 seconds.
 LU1271.
 LU1271.The orthometric height was determined by differential leveling and
 LU1271.adjusted in December 1992.
 LU1271
 LU1271.The geoid height was determined by GEOID09.
 LU1271
 LU1271.The dynamic height is computed by dividing the NAVD 88
 LU1271.geopotential number by the normal gravity value computed on the
 LU1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1271.degrees latitude (g = 980.6199 gals.).
 LU1271
 LU1271.The modeled gravity was interpolated from observed gravity values.
 LU1271
 LU1271;                    North         East    Units  Estimated Accuracy
 LU1271;SPC CA 1     -   595,760.    1,848,780.      MT  (+/- 180 meters Scaled)
 LU1271
 LU1271                          SUPERSEDED SURVEY CONTROL
 LU1271
 LU1271  NAVD 88 (06/15/91)   87.035  (m)          285.55   (f) UNKNOWN     1 2
 LU1271  NGVD 29 (12/02/92)   86.101  (m)          282.48   (f) ADJUSTED    1 2
 LU1271
 LU1271.Superseded values are not recommended for survey control.
 LU1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1271.See file dsdata.txt to determine how the superseded data were derived.
 LU1271
 LU1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK339482(NAD 83)
 LU1271
 LU1271_MARKER: DB = BENCH MARK DISK
 LU1271_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1271_SP_SET: ABUTMENT
 LU1271_STAMPING: T 1084 1967
 LU1271_MARK LOGO: CGS   
 LU1271_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1271+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1271
 LU1271  HISTORY     - Date     Condition        Report By
 LU1271  HISTORY     - 1967     MONUMENTED       CGS
 LU1271  HISTORY     - 19880329 GOOD             NGS
 LU1271  HISTORY     - 19920729 GOOD             NGS
 LU1271
 LU1271                          STATION DESCRIPTION
 LU1271
 LU1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1271'6.5 MI S FROM MIRANDA.
 LU1271'6.5 MILES SOUTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1271'HIGH SCHOOL AT MIRANDA, 8.0 MILES NORTH OF GARBERVILLE, AT HIGHWAY
 LU1271'MILEAGE 17.89, AT THE JUNCTION OF U.S. HIGHWAY 101, IN THE TOP
 LU1271'OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE CURB OF BRIDGE
 LU1271'4.65 OVER THE SOUTH FORK OF EEL RIVER, 32 FEET NORTHWEST OF THE
 LU1271'CENTER LINE OF THE NORTHWEST LANES OF THE HIGHWAY.
 LU1271
 LU1271                          STATION RECOVERY (1988)
 LU1271
 LU1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1271'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.5 KM (6.50
 LU1271'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1271'GARBERVILLE.
 LU1271
 LU1271                          STATION RECOVERY (1992)
 LU1271
 LU1271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1271'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1271'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1271'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1271'101, NEAR THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT CURB
 LU1271'OF BRIDGE NUMBER 4.65 SPANNING THE SOUTH FORK OF EEL RIVER, AT
 LU1271'MILEPOST 17.89, 9.8 M (32.2 FT) NORTHWEST OF THE CENTERLINE OF THE
 LU1271'SOUTHBOUND LANES OF THE HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL
 LU1271'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1310 ***********************************************************************
 LU1310  DESIGNATION -  T 1085
 LU1310  PID         -  LU1310
 LU1310  STATE/COUNTY-  CA/HUMBOLDT
 LU1310  USGS QUAD   -  WEOTT (1969)
 LU1310
 LU1310                         *CURRENT SURVEY CONTROL
 LU1310  ___________________________________________________________________
 LU1310* NAD 83(1986)-  40 20 41.     (N)    123 55 55.     (W)     SCALED    
 LU1310* NAVD 88     -        54.532  (meters)     178.91   (feet)  ADJUSTED  
 LU1310  ___________________________________________________________________
 LU1310  GEOID HEIGHT-         -30.52  (meters)                     GEOID09
 LU1310  DYNAMIC HT  -          54.504 (meters)     178.82  (feet)  COMP
 LU1310  MODELED GRAV-     980,120.7   (mgal)                       NAVD 88
 LU1310
 LU1310  VERT ORDER  -  FIRST     CLASS II
 LU1310
 LU1310.The horizontal coordinates were scaled from a topographic map and have
 LU1310.an estimated accuracy of +/- 6 seconds.
 LU1310.
 LU1310.The orthometric height was determined by differential leveling and
 LU1310.adjusted in December 1992.
 LU1310
 LU1310.The geoid height was determined by GEOID09.
 LU1310
 LU1310.The dynamic height is computed by dividing the NAVD 88
 LU1310.geopotential number by the normal gravity value computed on the
 LU1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1310.degrees latitude (g = 980.6199 gals.).
 LU1310
 LU1310.The modeled gravity was interpolated from observed gravity values.
 LU1310
 LU1310;                    North         East    Units  Estimated Accuracy
 LU1310;SPC CA 1     -   614,110.    1,835,880.      MT  (+/- 180 meters Scaled)
 LU1310
 LU1310                          SUPERSEDED SURVEY CONTROL
 LU1310
 LU1310  NAVD 88 (06/15/91)   54.543  (m)          178.95   (f) UNKNOWN     1 2
 LU1310  NGVD 29 (12/02/92)   53.579  (m)          175.78   (f) ADJUSTED    1 2
 LU1310
 LU1310.Superseded values are not recommended for survey control.
 LU1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1310.See file dsdata.txt to determine how the superseded data were derived.
 LU1310
 LU1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK208664(NAD 83)
 LU1310
 LU1310_MARKER: DB = BENCH MARK DISK
 LU1310_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1310_SP_SET: PIER
 LU1310_STAMPING: T 1085 1967
 LU1310_MARK LOGO: CGS   
 LU1310_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1310+STABILITY: POSITION/ELEVATION WELL
 LU1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1310+SATELLITE: SATELLITE OBSERVATIONS - July 30, 1992
 LU1310
 LU1310  HISTORY     - Date     Condition        Report By
 LU1310  HISTORY     - 1967     MONUMENTED       CGS
 LU1310  HISTORY     - 19880324 GOOD             NGS
 LU1310  HISTORY     - 19920730 GOOD             NGS
 LU1310
 LU1310                          STATION DESCRIPTION
 LU1310
 LU1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1310'7.1 MI N FROM MYERS FLAT.
 LU1310'7.1 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1310'OVERPASS AT MYERS FLAT, SET VERTICALLY IN THE SOUTHWEST FACE OF
 LU1310'THE WEST ONE OF FOUR CONCRETE PIERS SUPPORTING FEDERATION GROVE
 LU1310'BRIDGE NO. 4-114, 38 FEET NORTHWEST OF THE CENTER LINE OF THE
 LU1310'HIGHWAY, ABOUT 2 FEET HIGHER THAN THE HIGHWAY AND 3.5 FEET ABOVE
 LU1310'THE GROUND.
 LU1310
 LU1310                          STATION RECOVERY (1988)
 LU1310
 LU1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1310'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  36.9 KM (22.95
 LU1310'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1310'GARBERVILLE.
 LU1310
 LU1310                          STATION RECOVERY (1992)
 LU1310
 LU1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1310'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1310'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1310'REDWOOD DRIVE, THENCE 38.3 KM (23.80 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1310'101, SET VERTICALLY IN THE SOUTHWEST FACE OF THE MOST WESTERLY OF 4
 LU1310'CONCRETE PIERS OF THE FEDERATION GROVE BRIDGE, 11.6 M (38.1 FT) WEST
 LU1310'OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 1.0 M
 LU1310'(3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0229 ***********************************************************************
 LV0229  DESIGNATION -  T 1086
 LV0229  PID         -  LV0229
 LV0229  STATE/COUNTY-  CA/HUMBOLDT
 LV0229  USGS QUAD   -  FORTUNA (1972)
 LV0229
 LV0229                         *CURRENT SURVEY CONTROL
 LV0229  ___________________________________________________________________
 LV0229* NAD 83(1986)-  40 31 33.     (N)    124 09 03.     (W)     SCALED    
 LV0229* NAVD 88     -        26.359  (meters)      86.48   (feet)  ADJUSTED  
 LV0229  ___________________________________________________________________
 LV0229  GEOID HEIGHT-         -30.98  (meters)                     GEOID09
 LV0229  DYNAMIC HT  -          26.346 (meters)      86.44  (feet)  COMP
 LV0229  MODELED GRAV-     980,151.2   (mgal)                       NAVD 88
 LV0229
 LV0229  VERT ORDER  -  FIRST     CLASS II
 LV0229
 LV0229.The horizontal coordinates were scaled from a topographic map and have
 LV0229.an estimated accuracy of +/- 6 seconds.
 LV0229.
 LV0229.The orthometric height was determined by differential leveling and
 LV0229.adjusted in December 1992.
 LV0229
 LV0229.The geoid height was determined by GEOID09.
 LV0229
 LV0229.The dynamic height is computed by dividing the NAVD 88
 LV0229.geopotential number by the normal gravity value computed on the
 LV0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0229.degrees latitude (g = 980.6199 gals.).
 LV0229
 LV0229.The modeled gravity was interpolated from observed gravity values.
 LV0229
 LV0229;                    North         East    Units  Estimated Accuracy
 LV0229;SPC CA 1     -   634,650.    1,817,780.      MT  (+/- 180 meters Scaled)
 LV0229
 LV0229                          SUPERSEDED SURVEY CONTROL
 LV0229
 LV0229  NAVD 88 (06/15/91)   26.399  (m)           86.61   (f) UNKNOWN     1 2
 LV0229  NGVD 29 (12/02/92)   25.380  (m)           83.27   (f) ADJUSTED    1 2
 LV0229
 LV0229.Superseded values are not recommended for survey control.
 LV0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0229.See file dsdata.txt to determine how the superseded data were derived.
 LV0229
 LV0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK025867(NAD 83)
 LV0229
 LV0229_MARKER: DB = BENCH MARK DISK
 LV0229_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LV0229_SP_SET: FOUNDATION
 LV0229_STAMPING: T 1086 1967
 LV0229_MARK LOGO: CGS   
 LV0229_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0229+STABILITY: SURFACE MOTION
 LV0229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0229+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0229
 LV0229  HISTORY     - Date     Condition        Report By
 LV0229  HISTORY     - 1967     MONUMENTED       CGS
 LV0229  HISTORY     - 19880225 GOOD             NGS
 LV0229  HISTORY     - 19920728 GOOD             NGS
 LV0229
 LV0229                          STATION DESCRIPTION
 LV0229
 LV0229'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0229'3.4 MI N FROM RIO DELL.
 LV0229'3.35 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LV0229'RIO DELL, 0.1 MILE NORTH OF THE JUNCTION OF A DRIVEWAY SOUTHEAST
 LV0229'TO HUNTS CREAMLINE DAIRY, AT HIGHWAY MILEAGE 56.00, AT A LARGE
 LV0229'TURNOUT, IN THE TOP OF THE CENTER OF THE WEST SIDE OF THE
 LV0229'CONCRETE FOUNDATION FOR STATE HIGHWAY SCALES, 117 FEET EAST OF THE
 LV0229'CENTER LINE OF THE EAST LANES OF THE HIGHWAY, AND ABOUT LEVEL WITH
 LV0229'THE HIGHWAY.
 LV0229
 LV0229                          STATION RECOVERY (1988)
 LV0229
 LV0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0229'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  8.9 KM (5.55
 LV0229'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LV0229'FORTUNA.
 LV0229
 LV0229                          STATION RECOVERY (1992)
 LV0229
 LV0229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0229'9.0 KM (5.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0229'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, NEAR
 LV0229'THE CENTER OF THE WEST SIDE OF THE CONCRETE FOUNDATION OF A WEIGH
 LV0229'STATION SCALE AT HIGHWAY MILEPOST 56.00, 0.2 KM (0.10 MI) NORTH OF
 LV0229'THE INTERSECTION OF A DRIVEWAY LEADING SOUTHEAST TO HUNTS CREAMLINE
 LV0229'DAIRY, 35.7 M (117.1 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND
 LV0229'LANES OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0668 ***********************************************************************
 LV0668  DESIGNATION -  T 1401
 LV0668  PID         -  LV0668
 LV0668  STATE/COUNTY-  CA/HUMBOLDT
 LV0668  USGS QUAD   -  HYDESVILLE (1979)
 LV0668
 LV0668                         *CURRENT SURVEY CONTROL
 LV0668  ___________________________________________________________________
 LV0668* NAD 83(1986)-  40 30 19.     (N)    124 06 34.     (W)     SCALED    
 LV0668* NAVD 88     -        40.476  (meters)     132.79   (feet)  ADJUSTED  
 LV0668  ___________________________________________________________________
 LV0668  GEOID HEIGHT-         -30.86  (meters)                     GEOID09
 LV0668  DYNAMIC HT  -          40.457 (meters)     132.73  (feet)  COMP
 LV0668  MODELED GRAV-     980,144.9   (mgal)                       NAVD 88
 LV0668
 LV0668  VERT ORDER  -  FIRST     CLASS II
 LV0668
 LV0668.The horizontal coordinates were scaled from a topographic map and have
 LV0668.an estimated accuracy of +/- 6 seconds.
 LV0668.
 LV0668.The orthometric height was determined by differential leveling and
 LV0668.adjusted in December 1992.
 LV0668
 LV0668.The geoid height was determined by GEOID09.
 LV0668
 LV0668.The dynamic height is computed by dividing the NAVD 88
 LV0668.geopotential number by the normal gravity value computed on the
 LV0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0668.degrees latitude (g = 980.6199 gals.).
 LV0668
 LV0668.The modeled gravity was interpolated from observed gravity values.
 LV0668
 LV0668;                    North         East    Units  Estimated Accuracy
 LV0668;SPC CA 1     -   632,280.    1,821,230.      MT  (+/- 180 meters Scaled)
 LV0668
 LV0668                          SUPERSEDED SURVEY CONTROL
 LV0668
 LV0668  NAVD 88 (06/15/91)   40.524  (m)          132.95   (f) UNKNOWN     1 2
 LV0668  NGVD 29 (12/02/92)   39.500  (m)          129.59   (f) ADJUSTED    1 2
 LV0668
 LV0668.Superseded values are not recommended for survey control.
 LV0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0668.See file dsdata.txt to determine how the superseded data were derived.
 LV0668
 LV0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK059844(NAD 83)
 LV0668
 LV0668_MARKER: DV = VERTICAL CONTROL DISK
 LV0668_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0668_SP_SET: ABUTMENT
 LV0668_STAMPING: T 1401 1988
 LV0668_MARK LOGO: NGS   
 LV0668_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0668_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0668+STABILITY: POSITION/ELEVATION WELL
 LV0668_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0668+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0668
 LV0668  HISTORY     - Date     Condition        Report By
 LV0668  HISTORY     - 1988     MONUMENTED       NGS
 LV0668  HISTORY     - 19920728 GOOD             NGS
 LV0668
 LV0668                          STATION DESCRIPTION
 LV0668
 LV0668'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0668'IN RIO DEL, AT THE INTERSECTION OF U.S. HIGHWAY 101 AND WILDWOOD
 LV0668'AVENUE, SET VERTICALLY IN THE SOUTH FACE OF THE WEST CONCRETE
 LV0668'ABUTMENT OF THE SOUTHBOUND HIGHWAY OVERPASS OF THE AVENUE, 7.2 M
 LV0668'(23.6 FT) SOUTH OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 LV0668'HIGHWAY, 1.8 M (5.9 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 LV0668'(1.0 FT) WEST OF THE SOUTHEAST CORNER OF THE ABUTMENT.
 LV0668
 LV0668                          STATION RECOVERY (1992)
 LV0668
 LV0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0668'IN RIO DELL, AT THE INTERSECTION OF U.S. HIGHWAY 101 AND WILDWOOD
 LV0668'AVENUE, SET VERTICALLY IN THE SOUTH FACE OF THE WEST CONCRETE
 LV0668'ABUTMENT OF THE SOUTHBOUND HIGHWAY OVERPASS OF THE AVENUE, 7.2 M
 LV0668'(23.6 FT) SOUTH OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 LV0668'HIGHWAY, 1.8 M (5.9 FT)  BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M
 LV0668'(1.0 FT) WEST OF THE SOUTHEAST CORNER OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2307 ***********************************************************************
 LU2307  DESIGNATION -  T 1463
 LU2307  PID         -  LU2307
 LU2307  STATE/COUNTY-  CA/HUMBOLDT
 LU2307  USGS QUAD   -  BRICELAND (1969)
 LU2307
 LU2307                         *CURRENT SURVEY CONTROL
 LU2307  ___________________________________________________________________
 LU2307* NAD 83(1986)-  40 06 18.     (N)    123 53 18.     (W)     SCALED    
 LU2307* NAVD 88     -       231.230  (meters)     758.63   (feet)  ADJUSTED  
 LU2307  ___________________________________________________________________
 LU2307  GEOID HEIGHT-         -30.60  (meters)                     GEOID09
 LU2307  DYNAMIC HT  -         231.102 (meters)     758.21  (feet)  COMP
 LU2307  MODELED GRAV-     980,066.5   (mgal)                       NAVD 88
 LU2307
 LU2307  VERT ORDER  -  FIRST     CLASS II
 LU2307
 LU2307.The horizontal coordinates were scaled from a topographic map and have
 LU2307.an estimated accuracy of +/- 6 seconds.
 LU2307.
 LU2307.The orthometric height was determined by differential leveling and
 LU2307.adjusted in December 1992.
 LU2307
 LU2307.The geoid height was determined by GEOID09.
 LU2307
 LU2307.The dynamic height is computed by dividing the NAVD 88
 LU2307.geopotential number by the normal gravity value computed on the
 LU2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2307.degrees latitude (g = 980.6199 gals.).
 LU2307
 LU2307.The modeled gravity was interpolated from observed gravity values.
 LU2307
 LU2307;                    North         East    Units  Estimated Accuracy
 LU2307;SPC CA 1     -   587,420.    1,839,010.      MT  (+/- 180 meters Scaled)
 LU2307
 LU2307                          SUPERSEDED SURVEY CONTROL
 LU2307
 LU2307  NGVD 29 (12/02/92)  230.296  (m)          755.56   (f) ADJUSTED    1 2
 LU2307
 LU2307.Superseded values are not recommended for survey control.
 LU2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2307.See file dsdata.txt to determine how the superseded data were derived.
 LU2307
 LU2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK242397(NAD 83)
 LU2307
 LU2307_MARKER: I = METAL ROD
 LU2307_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU2307_SP_SET: STAINLESS STEEL ROD
 LU2307_STAMPING: T 1463 1992
 LU2307_MARK LOGO: NGS   
 LU2307_PROJECTION: FLUSH
 LU2307_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2307+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2307_ROD/PIPE-DEPTH: 5.1  meters
 LU2307
 LU2307  HISTORY     - Date     Condition        Report By
 LU2307  HISTORY     - 1992     MONUMENTED       NGS
 LU2307
 LU2307                          STATION DESCRIPTION
 LU2307
 LU2307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2307'3.3 KM (2.05 MI) SOUTHERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU2307'OFFICE IN GARBERVILLE, THENCE 10.7 KM (6.65 MI) NORTHWESTERLY ALONG
 LU2307'OLD BRICELAND ROAD, ON THE OUTSIDE OF A CURVE, 14.4 M (47.2 FT)
 LU2307'NORTHWEST OF THE ROAD CENTER, 7.2 M (23.6 FT) SOUTH OF A FENCE CORNER,
 LU2307'5.9 M (19.4 FT) SOUTHWEST OF A PIPE CULVERT, 5.0 M (16.4 FT) NORTH OF
 LU2307'A Y-FENCE CORNER, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD, 0.5 M
 LU2307'(1.6 FT) EAST OF THE FENCE, AND 0.1 M (0.3 FT) EAST OF A WITNESS POST
 LU2307'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1195 ***********************************************************************
 LV1195  DESIGNATION -  T 1464
 LV1195  PID         -  LV1195
 LV1195  STATE/COUNTY-  CA/HUMBOLDT
 LV1195  USGS QUAD   -  HONEYDEW (1970)
 LV1195
 LV1195                         *CURRENT SURVEY CONTROL
 LV1195  ___________________________________________________________________
 LV1195* NAD 83(1986)-  40 10 41.     (N)    124 05 21.     (W)     SCALED    
 LV1195* NAVD 88     -       554.414  (meters)    1818.94   (feet)  ADJUSTED  
 LV1195  ___________________________________________________________________
 LV1195  GEOID HEIGHT-         -30.67  (meters)                     GEOID09
 LV1195  DYNAMIC HT  -         554.097 (meters)    1817.90  (feet)  COMP
 LV1195  MODELED GRAV-     980,035.9   (mgal)                       NAVD 88
 LV1195
 LV1195  VERT ORDER  -  FIRST     CLASS II
 LV1195
 LV1195.The horizontal coordinates were scaled from a topographic map and have
 LV1195.an estimated accuracy of +/- 6 seconds.
 LV1195.
 LV1195.The orthometric height was determined by differential leveling and
 LV1195.adjusted in December 1992.
 LV1195
 LV1195.The geoid height was determined by GEOID09.
 LV1195
 LV1195.The dynamic height is computed by dividing the NAVD 88
 LV1195.geopotential number by the normal gravity value computed on the
 LV1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1195.degrees latitude (g = 980.6199 gals.).
 LV1195
 LV1195.The modeled gravity was interpolated from observed gravity values.
 LV1195
 LV1195;                    North         East    Units  Estimated Accuracy
 LV1195;SPC CA 1     -   595,920.    1,822,090.      MT  (+/- 180 meters Scaled)
 LV1195
 LV1195                          SUPERSEDED SURVEY CONTROL
 LV1195
 LV1195  NGVD 29 (12/02/92)  553.461  (m)         1815.81   (f) ADJUSTED    1 2
 LV1195
 LV1195.Superseded values are not recommended for survey control.
 LV1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1195.See file dsdata.txt to determine how the superseded data were derived.
 LV1195
 LV1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK072480(NAD 83)
 LV1195
 LV1195_MARKER: I = METAL ROD
 LV1195_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1195_SP_SET: STAINLESS STEEL ROD
 LV1195_STAMPING: T 1464 1992
 LV1195_MARK LOGO: NGS   
 LV1195_PROJECTION: RECESSED 2 CENTIMETERS
 LV1195_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1195+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1195_ROD/PIPE-DEPTH: 8.4  meters
 LV1195
 LV1195  HISTORY     - Date     Condition        Report By
 LV1195  HISTORY     - 1992     MONUMENTED       NGS
 LV1195
 LV1195                          STATION DESCRIPTION
 LV1195
 LV1195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1195'10.2 KM (6.35 MI) SOUTHERLY ALONG WILDER RIDGE ROAD FROM THE JUNCTION
 LV1195'OF MATTOLE ROAD IN HONEYDEW, 18.0 M (59.1 FT) NORTH OF THE EXTENDED
 LV1195'CENTER OF A DRIVEWAY, 9.7 M (31.8 FT) NORTHEAST OF THE CENTER OF A
 LV1195'TRACK ROAD, 7.0 M (23.0 FT) WEST OF THE ROAD CENTER, 1.0 M (3.3 FT)
 LV1195'ABOVE THE LEVEL OF THE ROAD, 0.7 M (2.3 FT) SOUTHWEST OF UTILITY POLE
 LV1195'NUMBER 17, AND 0.4 M (1.3 FT) EAST OF A WITNESS POST.  NOTE--ACCESS
 LV1195'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1245 ***********************************************************************
 LV1245  DESIGNATION -  T 1465
 LV1245  PID         -  LV1245
 LV1245  STATE/COUNTY-  CA/HUMBOLDT
 LV1245  USGS QUAD   -  PETROLIA (1969)
 LV1245
 LV1245                         *CURRENT SURVEY CONTROL
 LV1245  ___________________________________________________________________
 LV1245* NAD 83(1986)-  40 19 54.     (N)    124 18 04.     (W)     SCALED    
 LV1245* NAVD 88     -        96.826  (meters)     317.67   (feet)  ADJUSTED  
 LV1245  ___________________________________________________________________
 LV1245  GEOID HEIGHT-         -31.21  (meters)                     GEOID09
 LV1245  DYNAMIC HT  -          96.782 (meters)     317.53  (feet)  COMP
 LV1245  MODELED GRAV-     980,166.6   (mgal)                       NAVD 88
 LV1245
 LV1245  VERT ORDER  -  FIRST     CLASS II
 LV1245
 LV1245.The horizontal coordinates were scaled from a topographic map and have
 LV1245.an estimated accuracy of +/- 6 seconds.
 LV1245.
 LV1245.The orthometric height was determined by differential leveling and
 LV1245.adjusted in December 1992.
 LV1245
 LV1245.The geoid height was determined by GEOID09.
 LV1245
 LV1245.The dynamic height is computed by dividing the NAVD 88
 LV1245.geopotential number by the normal gravity value computed on the
 LV1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1245.degrees latitude (g = 980.6199 gals.).
 LV1245
 LV1245.The modeled gravity was interpolated from observed gravity values.
 LV1245
 LV1245;                    North         East    Units  Estimated Accuracy
 LV1245;SPC CA 1     -   613,420.    1,804,490.      MT  (+/- 180 meters Scaled)
 LV1245
 LV1245                          SUPERSEDED SURVEY CONTROL
 LV1245
 LV1245  NGVD 29 (12/02/92)   95.877  (m)          314.56   (f) ADJUSTED    1 2
 LV1245
 LV1245.Superseded values are not recommended for survey control.
 LV1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1245.See file dsdata.txt to determine how the superseded data were derived.
 LV1245
 LV1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK894653(NAD 83)
 LV1245
 LV1245_MARKER: I = METAL ROD
 LV1245_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LV1245_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LV1245_STAMPING: T 1465 1992
 LV1245_MARK LOGO: NGS   
 LV1245_PROJECTION: PROJECTING 2 CENTIMETERS
 LV1245_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1245+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1245_ROD/PIPE-DEPTH: 5.8  meters
 LV1245_SLEEVE-DEPTH  : 0.9 meters
 LV1245
 LV1245  HISTORY     - Date     Condition        Report By
 LV1245  HISTORY     - 1992     MONUMENTED       NGS
 LV1245
 LV1245                          STATION DESCRIPTION
 LV1245
 LV1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1245'2.1 KM (1.30 MI) NORTHWESTERLY ALONG MATTOLE ROAD FROM THE
 LV1245'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, 5.8 M (19.0 FT) SOUTH OF
 LV1245'AND LEVEL WITH THE ROAD CENTERLINE, 3.0 M (9.8 FT) SOUTHEAST OF AN
 LV1245'UNDERGROUND CABLE JUNCTION BOX, 0.5 M (1.6 FT) NORTH OF A FENCE, AND
 LV1245'0.2 M (0.7 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 LV1245'POINT IS THROUGH A 5-INCH LOGO CAP. THE SLEEVE DEPTH DOES NOT MEET
 LV1245'THE REQUIREMENTS OF A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1222 ***********************************************************************
 LV1222  DESIGNATION -  T 1466
 LV1222  PID         -  LV1222
 LV1222  STATE/COUNTY-  CA/HUMBOLDT
 LV1222  USGS QUAD   -  BULL CREEK (1969)
 LV1222
 LV1222                         *CURRENT SURVEY CONTROL
 LV1222  ___________________________________________________________________
 LV1222* NAD 83(1986)-  40 19 33.     (N)    124 02 52.     (W)     SCALED    
 LV1222* NAVD 88     -       405.751  (meters)    1331.20   (feet)  ADJUSTED  
 LV1222  ___________________________________________________________________
 LV1222  GEOID HEIGHT-         -30.57  (meters)                     GEOID09
 LV1222  DYNAMIC HT  -         405.535 (meters)    1330.49  (feet)  COMP
 LV1222  MODELED GRAV-     980,081.0   (mgal)                       NAVD 88
 LV1222
 LV1222  VERT ORDER  -  FIRST     CLASS II
 LV1222
 LV1222.The horizontal coordinates were scaled from a topographic map and have
 LV1222.an estimated accuracy of +/- 6 seconds.
 LV1222.
 LV1222.The orthometric height was determined by differential leveling and
 LV1222.adjusted in December 1992.
 LV1222
 LV1222.The geoid height was determined by GEOID09.
 LV1222
 LV1222.The dynamic height is computed by dividing the NAVD 88
 LV1222.geopotential number by the normal gravity value computed on the
 LV1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1222.degrees latitude (g = 980.6199 gals.).
 LV1222
 LV1222.The modeled gravity was interpolated from observed gravity values.
 LV1222
 LV1222;                    North         East    Units  Estimated Accuracy
 LV1222;SPC CA 1     -   612,240.    1,825,990.      MT  (+/- 180 meters Scaled)
 LV1222
 LV1222                          SUPERSEDED SURVEY CONTROL
 LV1222
 LV1222  NGVD 29 (12/02/92)  404.796  (m)         1328.07   (f) ADJUSTED    1 2
 LV1222
 LV1222.Superseded values are not recommended for survey control.
 LV1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1222.See file dsdata.txt to determine how the superseded data were derived.
 LV1222
 LV1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK109644(NAD 83)
 LV1222
 LV1222_MARKER: I = METAL ROD
 LV1222_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1222_SP_SET: STAINLESS STEEL ROD
 LV1222_STAMPING: T 1466 1992
 LV1222_MARK LOGO: NGS   
 LV1222_PROJECTION: PROJECTING 3 CENTIMETERS
 LV1222_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1222+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1222_ROD/PIPE-DEPTH: 8.5  meters
 LV1222
 LV1222  HISTORY     - Date     Condition        Report By
 LV1222  HISTORY     - 1992     MONUMENTED       NGS
 LV1222
 LV1222                          STATION DESCRIPTION
 LV1222
 LV1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1222'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LV1222'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LV1222'REDWOOD DRIVE, THENCE 39.6 KM (24.60 MI) NORTHERLY ALONG U.S. HIGHWAY
 LV1222'101, THENCE 15.8 KM (9.80 MI) SOUTHWESTERLY ALONG MATTOLE ROAD,
 LV1222'ACROSS THE ROAD FROM THE EAST END OF A SMALL PULLOUT, 7.0 M
 LV1222'(23.0 FT) SOUTH OF AND LEVEL WITH THE ROAD CENTERLINE, 5.6 M
 LV1222'(18.4 FT) WEST OF AN 18-INCH PINE TREE, AND 0.2 M (0.7 FT) NORTH OF A
 LV1222'WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LV1222'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1269 ***********************************************************************
 LV1269  DESIGNATION -  T 1467
 LV1269  PID         -  LV1269
 LV1269  STATE/COUNTY-  CA/HUMBOLDT
 LV1269  USGS QUAD   -  FERNDALE (1972)
 LV1269
 LV1269                         *CURRENT SURVEY CONTROL
 LV1269  ___________________________________________________________________
 LV1269* NAD 83(1986)-  40 30 21.     (N)    124 17 18.     (W)     SCALED    
 LV1269* NAVD 88     -       554.024  (meters)    1817.66   (feet)  ADJUSTED  
 LV1269  ___________________________________________________________________
 LV1269  GEOID HEIGHT-         -31.18  (meters)                     GEOID09
 LV1269  DYNAMIC HT  -         553.730 (meters)    1816.70  (feet)  COMP
 LV1269  MODELED GRAV-     980,076.3   (mgal)                       NAVD 88
 LV1269
 LV1269  VERT ORDER  -  FIRST     CLASS II
 LV1269
 LV1269.The horizontal coordinates were scaled from a topographic map and have
 LV1269.an estimated accuracy of +/- 6 seconds.
 LV1269.
 LV1269.The orthometric height was determined by differential leveling and
 LV1269.adjusted in December 1992.
 LV1269
 LV1269.The geoid height was determined by GEOID09.
 LV1269
 LV1269.The dynamic height is computed by dividing the NAVD 88
 LV1269.geopotential number by the normal gravity value computed on the
 LV1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1269.degrees latitude (g = 980.6199 gals.).
 LV1269
 LV1269.The modeled gravity was interpolated from observed gravity values.
 LV1269
 LV1269;                    North         East    Units  Estimated Accuracy
 LV1269;SPC CA 1     -   632,720.    1,806,080.      MT  (+/- 180 meters Scaled)
 LV1269
 LV1269                          SUPERSEDED SURVEY CONTROL
 LV1269
 LV1269  NGVD 29 (12/02/92)  553.039  (m)         1814.43   (f) ADJUSTED    1 2
 LV1269
 LV1269.Superseded values are not recommended for survey control.
 LV1269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1269.See file dsdata.txt to determine how the superseded data were derived.
 LV1269
 LV1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK908846(NAD 83)
 LV1269
 LV1269_MARKER: I = METAL ROD
 LV1269_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1269_SP_SET: STAINLESS STEEL ROD
 LV1269_STAMPING: T 1467 1992
 LV1269_MARK LOGO: NGS   
 LV1269_PROJECTION: RECESSED 5 CENTIMETERS
 LV1269_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1269_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1269+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1269_ROD/PIPE-DEPTH: 13.1 meters
 LV1269
 LV1269  HISTORY     - Date     Condition        Report By
 LV1269  HISTORY     - 1992     MONUMENTED       NGS
 LV1269
 LV1269                          STATION DESCRIPTION
 LV1269
 LV1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1269'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1269'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1269'AVENUE, THENCE 10.5 KM (6.50 MI) SOUTHERLY ALONG MATTOLE ROAD, 6.1 M
 LV1269'(20.0 FT) SOUTH OF THE ROAD CENTERLINE, 2.6 M (8.5 FT)
 LV1269'NORTH-NORTHWEST OF A FENCE CORNER, 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 LV1269'THE ROAD, AND 0.2 M (0.7 FT) NORTH OF A WITNESS POST. NOTE--ACCESS TO
 LV1269'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1294 ***********************************************************************
 LV1294  DESIGNATION -  T 1468
 LV1294  PID         -  LV1294
 LV1294  STATE/COUNTY-  CA/HUMBOLDT
 LV1294  USGS QUAD   -  FORTUNA (1972)
 LV1294
 LV1294                         *CURRENT SURVEY CONTROL
 LV1294  ___________________________________________________________________
 LV1294* NAD 83(1986)-  40 35 58.     (N)    124 12 49.     (W)     SCALED    
 LV1294* NAVD 88     -         9.120  (meters)      29.92   (feet)  ADJUSTED  
 LV1294  ___________________________________________________________________
 LV1294  GEOID HEIGHT-         -31.16  (meters)                     GEOID09
 LV1294  DYNAMIC HT  -           9.116 (meters)      29.91  (feet)  COMP
 LV1294  MODELED GRAV-     980,172.7   (mgal)                       NAVD 88
 LV1294
 LV1294  VERT ORDER  -  FIRST     CLASS II
 LV1294
 LV1294.The horizontal coordinates were scaled from a topographic map and have
 LV1294.an estimated accuracy of +/- 6 seconds.
 LV1294.
 LV1294.The orthometric height was determined by differential leveling and
 LV1294.adjusted in December 1992.
 LV1294
 LV1294.The geoid height was determined by GEOID09.
 LV1294
 LV1294.The dynamic height is computed by dividing the NAVD 88
 LV1294.geopotential number by the normal gravity value computed on the
 LV1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1294.degrees latitude (g = 980.6199 gals.).
 LV1294
 LV1294.The modeled gravity was interpolated from observed gravity values.
 LV1294
 LV1294;                    North         East    Units  Estimated Accuracy
 LV1294;SPC CA 1     -   642,950.    1,812,670.      MT  (+/- 180 meters Scaled)
 LV1294
 LV1294                          SUPERSEDED SURVEY CONTROL
 LV1294
 LV1294  NGVD 29 (12/02/92)    8.135  (m)           26.69   (f) ADJUSTED    1 2
 LV1294
 LV1294.Superseded values are not recommended for survey control.
 LV1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1294.See file dsdata.txt to determine how the superseded data were derived.
 LV1294
 LV1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK973950(NAD 83)
 LV1294
 LV1294_MARKER: I = METAL ROD
 LV1294_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1294_SP_SET: STAINLESS STEEL ROD
 LV1294_STAMPING: T 1468 1992
 LV1294_MARK LOGO: NGS   
 LV1294_PROJECTION: FLUSH
 LV1294_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1294+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1294_ROD/PIPE-DEPTH: 23.1 meters
 LV1294
 LV1294  HISTORY     - Date     Condition        Report By
 LV1294  HISTORY     - 1992     MONUMENTED       NGS
 LV1294
 LV1294                          STATION DESCRIPTION
 LV1294
 LV1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1294'5.5 KM (3.40 MI) NORTHEASTERLY ALONG STATE HIGHWAY 211 (MAIN STREET)
 LV1294'FROM THE POST OFFICE IN FERNDALE, 40.5 M (132.9 FT) SOUTHEAST OF THE
 LV1294'HIGHWAY CENTERLINE, 21.1 M (69.2 FT) NORTHEAST OF THE CENTERLINE OF A
 LV1294'PAVED ROAD, 2.7 M (8.9 FT) NORTHEAST OF A FENCE CORNER, 0.6 M
 LV1294'(2.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3 FT) NORTHWEST
 LV1294'OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS
 LV1294'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1272 ***********************************************************************
 LU1272  DESIGNATION -  U 1084
 LU1272  PID         -  LU1272
 LU1272  STATE/COUNTY-  CA/HUMBOLDT
 LU1272  USGS QUAD   -  MIRANDA (1970)
 LU1272
 LU1272                         *CURRENT SURVEY CONTROL
 LU1272  ___________________________________________________________________
 LU1272* NAD 83(1986)-  40 11 35.     (N)    123 46 02.     (W)     SCALED    
 LU1272* NAVD 88     -        76.546  (meters)     251.13   (feet)  ADJUSTED  
 LU1272  ___________________________________________________________________
 LU1272  GEOID HEIGHT-         -30.33  (meters)                     GEOID09
 LU1272  DYNAMIC HT  -          76.503 (meters)     250.99  (feet)  COMP
 LU1272  MODELED GRAV-     980,064.5   (mgal)                       NAVD 88
 LU1272
 LU1272  VERT ORDER  -  FIRST     CLASS II
 LU1272
 LU1272.The horizontal coordinates were scaled from a topographic map and have
 LU1272.an estimated accuracy of +/- 6 seconds.
 LU1272.
 LU1272.The orthometric height was determined by differential leveling and
 LU1272.adjusted in December 1992.
 LU1272
 LU1272.The geoid height was determined by GEOID09.
 LU1272
 LU1272.The dynamic height is computed by dividing the NAVD 88
 LU1272.geopotential number by the normal gravity value computed on the
 LU1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1272.degrees latitude (g = 980.6199 gals.).
 LU1272
 LU1272.The modeled gravity was interpolated from observed gravity values.
 LU1272
 LU1272;                    North         East    Units  Estimated Accuracy
 LU1272;SPC CA 1     -   596,980.    1,849,530.      MT  (+/- 180 meters Scaled)
 LU1272
 LU1272                          SUPERSEDED SURVEY CONTROL
 LU1272
 LU1272  NAVD 88 (06/15/91)   76.553  (m)          251.16   (f) UNKNOWN     1 2
 LU1272  NGVD 29 (12/02/92)   75.623  (m)          248.11   (f) ADJUSTED    1 2
 LU1272
 LU1272.Superseded values are not recommended for survey control.
 LU1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1272.See file dsdata.txt to determine how the superseded data were derived.
 LU1272
 LU1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK346494(NAD 83)
 LU1272
 LU1272_MARKER: DB = BENCH MARK DISK
 LU1272_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1272_SP_SET: ABUTMENT
 LU1272_STAMPING: U 1084 1967
 LU1272_MARK LOGO: CGS   
 LU1272_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1272+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1272
 LU1272  HISTORY     - Date     Condition        Report By
 LU1272  HISTORY     - 1967     MONUMENTED       CGS
 LU1272  HISTORY     - 19880329 GOOD             NGS
 LU1272  HISTORY     - 19920729 GOOD             NGS
 LU1272
 LU1272                          STATION DESCRIPTION
 LU1272
 LU1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1272'5.6 MI S FROM MIRANDA.
 LU1272'5.6 MILES SOUTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1272'HIGH SCHOOL AT MIRANDA, AT CHIMNEY TREE, IN THE TOP AND 1.0 FOOT
 LU1272'NORTH OF THE SOUTH END OF THE WEST CONCRETE CURB OF BRIDGE 4.07
 LU1272'OVER OHMAN CREEK, 15 FEET WEST OF THE CENTER LINE OF THE AVENUE,
 LU1272'AND ABOUT LEVEL WITH THE AVENUE.
 LU1272
 LU1272                          STATION RECOVERY (1988)
 LU1272
 LU1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1272'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.5 KM (6.50
 LU1272'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1272'GARBERVILLE, THENCE 1.5 KM (0.95 MI) NORTHERLY ALONG THE AVENUE OF
 LU1272'THE GIANTS.
 LU1272
 LU1272                          STATION RECOVERY (1992)
 LU1272
 LU1272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1272'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1272'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1272'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1272'101, THENCE 1.4 KM (0.85 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1272'GIANTS, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE
 LU1272'WEST CONCRETE ABUTMENT CURB OF A BRIDGE SPANNING OHMAN CREEK, AT AN
 LU1272'AREA KNOWN LOCALLY AS CHIMNEY TREE, AND 4.6 M (15.1 FT) WEST OF AND
 LU1272'LEVEL WITH THE AVENUE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0669 ***********************************************************************
 LV0669  DESIGNATION -  U 1401
 LV0669  PID         -  LV0669
 LV0669  STATE/COUNTY-  CA/HUMBOLDT
 LV0669  USGS QUAD   -  SCOTIA (1970)
 LV0669
 LV0669                         *CURRENT SURVEY CONTROL
 LV0669  ___________________________________________________________________
 LV0669* NAD 83(1986)-  40 29 18.     (N)    124 05 55.     (W)     SCALED    
 LV0669* NAVD 88     -        43.370  (meters)     142.29   (feet)  ADJUSTED  
 LV0669  ___________________________________________________________________
 LV0669  GEOID HEIGHT-         -30.81  (meters)                     GEOID09
 LV0669  DYNAMIC HT  -          43.349 (meters)     142.22  (feet)  COMP
 LV0669  MODELED GRAV-     980,143.0   (mgal)                       NAVD 88
 LV0669
 LV0669  VERT ORDER  -  FIRST     CLASS II
 LV0669
 LV0669.The horizontal coordinates were scaled from a topographic map and have
 LV0669.an estimated accuracy of +/- 6 seconds.
 LV0669.
 LV0669.The orthometric height was determined by differential leveling and
 LV0669.adjusted in December 1992.
 LV0669
 LV0669.The geoid height was determined by GEOID09.
 LV0669
 LV0669.The dynamic height is computed by dividing the NAVD 88
 LV0669.geopotential number by the normal gravity value computed on the
 LV0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0669.degrees latitude (g = 980.6199 gals.).
 LV0669
 LV0669.The modeled gravity was interpolated from observed gravity values.
 LV0669
 LV0669;                    North         East    Units  Estimated Accuracy
 LV0669;SPC CA 1     -   630,380.    1,822,110.      MT  (+/- 180 meters Scaled)
 LV0669
 LV0669                          SUPERSEDED SURVEY CONTROL
 LV0669
 LV0669  NAVD 88 (06/15/91)   43.421  (m)          142.46   (f) UNKNOWN     1 2
 LV0669  NGVD 29 (12/02/92)   42.395  (m)          139.09   (f) ADJUSTED    1 2
 LV0669
 LV0669.Superseded values are not recommended for survey control.
 LV0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0669.See file dsdata.txt to determine how the superseded data were derived.
 LV0669
 LV0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK068825(NAD 83)
 LV0669
 LV0669_MARKER: I = METAL ROD
 LV0669_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0669_SP_SET: STAINLESS STEEL ROD
 LV0669_STAMPING: U 1401 1988
 LV0669_MARK LOGO: NGS   
 LV0669_PROJECTION: FLUSH
 LV0669_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0669+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0669_ROD/PIPE-DEPTH: 5.0  meters
 LV0669
 LV0669  HISTORY     - Date     Condition        Report By
 LV0669  HISTORY     - 1988     MONUMENTED       NGS
 LV0669  HISTORY     - 19920728 GOOD             NGS
 LV0669
 LV0669                          STATION DESCRIPTION
 LV0669
 LV0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0669'IN SCOTIA, AT THE INTERSECTION OF MAIN AND NORTH COURT STREETS, 33.2
 LV0669'M (108.9 FT) NORTH OF THE CENTER OF NORTH COURT STREET, 16.0 M (52.5
 LV0669'FT) EAST OF THE CENTERLINE OF MAIN STREET, 11.0 M (36.1 FT) SOUTHEAST
 LV0669'OF UTILITY POLE NUMBER 5-12, 8.6 M (28.2 FT) EAST OF A METAL STREET
 LV0669'LIGHT POLE, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND
 LV0669'LEVEL WITH MAIN STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LV0669'5-INCH LOGO CAP.
 LV0669
 LV0669                          STATION RECOVERY (1992)
 LV0669
 LV0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0669'IN SCOTIA, AT THE INTERSECTION OF MAIN AND NORTH COURT STREETS, 33.2 M
 LV0669'(108.9 FT) NORTH OF THE CENTERLINE OF NORTH COURT STREET, 20.7 M
 LV0669'(67.9 FT) NORTH OF THE SOUTH END OF A CHAIN-LINK FENCE, 18.0 M
 LV0669'(59.1 FT) WEST OF THE CENTER OF A SOUTHBOUND U.S. HIGHWAY 101
 LV0669'OFF-RAMP, 16.0 M (52.5 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF
 LV0669'MAIN STREET, 10.8 M (35.4 FT) SOUTHEAST OF UTILITY POLE NUMBER 0-5
 LV0669'WITH 5 GUY CABLES, 8.6 M (28.2 FT) EAST OF A UTILITY LIGHT POLE, 4.9
 LV0669'M (16.1 FT) EAST OF THE FENCE, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 LV0669'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2308 ***********************************************************************
 LU2308  DESIGNATION -  U 1463
 LU2308  PID         -  LU2308
 LU2308  STATE/COUNTY-  CA/HUMBOLDT
 LU2308  USGS QUAD   -  BRICELAND (1969)
 LU2308
 LU2308                         *CURRENT SURVEY CONTROL
 LU2308  ___________________________________________________________________
 LU2308* NAD 83(1986)-  40 06 28.     (N)    123 53 48.     (W)     SCALED    
 LU2308* NAVD 88     -       173.007  (meters)     567.61   (feet)  ADJUSTED  
 LU2308  ___________________________________________________________________
 LU2308  GEOID HEIGHT-         -30.61  (meters)                     GEOID09
 LU2308  DYNAMIC HT  -         172.911 (meters)     567.29  (feet)  COMP
 LU2308  MODELED GRAV-     980,069.8   (mgal)                       NAVD 88
 LU2308
 LU2308  VERT ORDER  -  FIRST     CLASS II
 LU2308
 LU2308.The horizontal coordinates were scaled from a topographic map and have
 LU2308.an estimated accuracy of +/- 6 seconds.
 LU2308.
 LU2308.The orthometric height was determined by differential leveling and
 LU2308.adjusted in December 1992.
 LU2308
 LU2308.The geoid height was determined by GEOID09.
 LU2308
 LU2308.The dynamic height is computed by dividing the NAVD 88
 LU2308.geopotential number by the normal gravity value computed on the
 LU2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2308.degrees latitude (g = 980.6199 gals.).
 LU2308
 LU2308.The modeled gravity was interpolated from observed gravity values.
 LU2308
 LU2308;                    North         East    Units  Estimated Accuracy
 LU2308;SPC CA 1     -   587,740.    1,838,310.      MT  (+/- 180 meters Scaled)
 LU2308
 LU2308                          SUPERSEDED SURVEY CONTROL
 LU2308
 LU2308  NGVD 29 (12/02/92)  172.072  (m)          564.54   (f) ADJUSTED    1 2
 LU2308
 LU2308.Superseded values are not recommended for survey control.
 LU2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2308.See file dsdata.txt to determine how the superseded data were derived.
 LU2308
 LU2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK235401(NAD 83)
 LU2308
 LU2308_MARKER: I = METAL ROD
 LU2308_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU2308_SP_SET: STAINLESS STEEL ROD
 LU2308_STAMPING: U 1463 1992
 LU2308_MARK LOGO: NGS   
 LU2308_PROJECTION: FLUSH
 LU2308_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2308_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2308+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2308_ROD/PIPE-DEPTH: 3.7  meters
 LU2308
 LU2308  HISTORY     - Date     Condition        Report By
 LU2308  HISTORY     - 1992     MONUMENTED       NGS
 LU2308
 LU2308                          STATION DESCRIPTION
 LU2308
 LU2308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2308'3.3 KM (2.05 MI) SOUTHERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU2308'OFFICE IN GARBERVILLE, THENCE 11.7 KM (7.25 MI) NORTHWESTERLY ALONG
 LU2308'OLD BRICELAND ROAD, 0.2 KM (0.10 MI) EAST OF THE INTERSECTION OF
 LU2308'BRICELAND ROAD, 30.7 M (100.7 FT) EAST OF THE SOUTHEAST CORNER OF A
 LU2308'BRIDGE SPANNING REDWOOD CREEK, 16.6 M (54.5 FT) WEST OF THE CENTER OF
 LU2308'SOMERVILLE CREEK ROAD, 7.5 M (24.6 FT) SOUTH OF AND LEVEL WITH THE
 LU2308'ROAD CENTER, AND 0.4 M (1.3 FT) NORTH OF A WITNESS POST AND FENCE.
 LU2308'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1196 ***********************************************************************
 LV1196  DESIGNATION -  U 1464
 LV1196  PID         -  LV1196
 LV1196  STATE/COUNTY-  CA/HUMBOLDT
 LV1196  USGS QUAD   -  HONEYDEW (1970)
 LV1196
 LV1196                         *CURRENT SURVEY CONTROL
 LV1196  ___________________________________________________________________
 LV1196* NAD 83(1986)-  40 11 19.     (N)    124 05 37.     (W)     SCALED    
 LV1196* NAVD 88     -       549.514  (meters)    1802.86   (feet)  ADJUSTED  
 LV1196  ___________________________________________________________________
 LV1196  GEOID HEIGHT-         -30.68  (meters)                     GEOID09
 LV1196  DYNAMIC HT  -         549.210 (meters)    1801.87  (feet)  COMP
 LV1196  MODELED GRAV-     980,053.9   (mgal)                       NAVD 88
 LV1196
 LV1196  VERT ORDER  -  FIRST     CLASS II
 LV1196
 LV1196.The horizontal coordinates were scaled from a topographic map and have
 LV1196.an estimated accuracy of +/- 6 seconds.
 LV1196.
 LV1196.The orthometric height was determined by differential leveling and
 LV1196.adjusted in December 1992.
 LV1196
 LV1196.The geoid height was determined by GEOID09.
 LV1196
 LV1196.The dynamic height is computed by dividing the NAVD 88
 LV1196.geopotential number by the normal gravity value computed on the
 LV1196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1196.degrees latitude (g = 980.6199 gals.).
 LV1196
 LV1196.The modeled gravity was interpolated from observed gravity values.
 LV1196
 LV1196;                    North         East    Units  Estimated Accuracy
 LV1196;SPC CA 1     -   597,100.    1,821,740.      MT  (+/- 180 meters Scaled)
 LV1196
 LV1196                          SUPERSEDED SURVEY CONTROL
 LV1196
 LV1196  NGVD 29 (12/02/92)  548.570  (m)         1799.77   (f) ADJUSTED    1 2
 LV1196
 LV1196.Superseded values are not recommended for survey control.
 LV1196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1196.See file dsdata.txt to determine how the superseded data were derived.
 LV1196
 LV1196_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK069492(NAD 83)
 LV1196
 LV1196_MARKER: DV = VERTICAL CONTROL DISK
 LV1196_SETTING: 66 = SET IN ROCK OUTCROP
 LV1196_SP_SET: BEDROCK
 LV1196_STAMPING: U 1464 1992
 LV1196_MARK LOGO: NGS   
 LV1196_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1196_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1196+STABILITY: POSITION/ELEVATION WELL
 LV1196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1196+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1196
 LV1196  HISTORY     - Date     Condition        Report By
 LV1196  HISTORY     - 1992     MONUMENTED       NGS
 LV1196
 LV1196                          STATION DESCRIPTION
 LV1196
 LV1196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1196'8.8 KM (5.45 MI) SOUTHERLY ALONG WILDER RIDGE ROAD FROM THE JUNCTION
 LV1196'OF MATTOLE ROAD IN HONEYDEW, 0.1 KM (0.05 MI) NORTHEAST OF A SHARP
 LV1196'CURVE, NEAR THE EAST END OF A 10 BY 10-FOOT EXPOSED AREA OF BEDROCK
 LV1196'IN A ROAD CUT ON THE INSIDE OF A CURVE, 4.7 M (15.4 FT) SOUTH OF THE
 LV1196'ROAD CENTER, 0.5 M (1.6 FT) EAST OF A WITNESS POST, AND 0.3 M
 LV1196'(1.0 FT) ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1246 ***********************************************************************
 LV1246  DESIGNATION -  U 1465
 LV1246  PID         -  LV1246
 LV1246  STATE/COUNTY-  CA/HUMBOLDT
 LV1246  USGS QUAD   -  PETROLIA (1969)
 LV1246
 LV1246                         *CURRENT SURVEY CONTROL
 LV1246  ___________________________________________________________________
 LV1246* NAD 83(1986)-  40 20 16.     (N)    124 18 40.     (W)     SCALED    
 LV1246* NAVD 88     -       126.888  (meters)     416.30   (feet)  ADJUSTED  
 LV1246  ___________________________________________________________________
 LV1246  GEOID HEIGHT-         -31.25  (meters)                     GEOID09
 LV1246  DYNAMIC HT  -         126.829 (meters)     416.10  (feet)  COMP
 LV1246  MODELED GRAV-     980,157.1   (mgal)                       NAVD 88
 LV1246
 LV1246  VERT ORDER  -  FIRST     CLASS II
 LV1246
 LV1246.The horizontal coordinates were scaled from a topographic map and have
 LV1246.an estimated accuracy of +/- 6 seconds.
 LV1246.
 LV1246.The orthometric height was determined by differential leveling and
 LV1246.adjusted in December 1992.
 LV1246
 LV1246.The geoid height was determined by GEOID09.
 LV1246
 LV1246.The dynamic height is computed by dividing the NAVD 88
 LV1246.geopotential number by the normal gravity value computed on the
 LV1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1246.degrees latitude (g = 980.6199 gals.).
 LV1246
 LV1246.The modeled gravity was interpolated from observed gravity values.
 LV1246
 LV1246;                    North         East    Units  Estimated Accuracy
 LV1246;SPC CA 1     -   614,120.    1,803,660.      MT  (+/- 180 meters Scaled)
 LV1246
 LV1246                          SUPERSEDED SURVEY CONTROL
 LV1246
 LV1246  NGVD 29 (12/02/92)  125.938  (m)          413.18   (f) ADJUSTED    1 2
 LV1246
 LV1246.Superseded values are not recommended for survey control.
 LV1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1246.See file dsdata.txt to determine how the superseded data were derived.
 LV1246
 LV1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK886660(NAD 83)
 LV1246
 LV1246_MARKER: I = METAL ROD
 LV1246_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1246_SP_SET: STAINLESS STEEL ROD
 LV1246_STAMPING: U 1465 1992
 LV1246_MARK LOGO: NGS   
 LV1246_PROJECTION: FLUSH
 LV1246_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1246+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003
 LV1246_ROD/PIPE-DEPTH: 3.7  meters
 LV1246
 LV1246  HISTORY     - Date     Condition        Report By
 LV1246  HISTORY     - 1992     MONUMENTED       NGS
 LV1246  HISTORY     - 20030824 GOOD             ORBITE
 LV1246
 LV1246                          STATION DESCRIPTION
 LV1246
 LV1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1246'3.2 KM (2.00 MI) NORTHWESTERLY ALONG MATTOLE ROAD FROM THE
 LV1246'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, 10.2 M (33.5 FT) NORTHWEST
 LV1246'OF THE CENTER OF 2 BRACED FENCE POSTS, 10.1 M (33.1 FT) SOUTHEAST OF
 LV1246'A T-FENCE CORNER, 9.1 M (29.9 FT) NORTHEAST OF AND LEVEL WITH THE
 LV1246'ROAD CENTERLINE, AND 0.4 M (1.3 FT) SOUTHWEST OF A WITNESS POST AND
 LV1246'FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LV1246
 LV1246                          STATION RECOVERY (2003)
 LV1246
 LV1246'RECOVERY NOTE BY ORBITECH INC 2003 (SHG)
 LV1246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1223 ***********************************************************************
 LV1223  DESIGNATION -  U 1466
 LV1223  PID         -  LV1223
 LV1223  STATE/COUNTY-  CA/HUMBOLDT
 LV1223  USGS QUAD   -  BULL CREEK (1969)
 LV1223
 LV1223                         *CURRENT SURVEY CONTROL
 LV1223  ___________________________________________________________________
 LV1223* NAD 83(1986)-  40 19 30.     (N)    124 02 44.     (W)     SCALED    
 LV1223* NAVD 88     -       359.747  (meters)    1180.27   (feet)  ADJUSTED  
 LV1223  ___________________________________________________________________
 LV1223  GEOID HEIGHT-         -30.57  (meters)                     GEOID09
 LV1223  DYNAMIC HT  -         359.557 (meters)    1179.65  (feet)  COMP
 LV1223  MODELED GRAV-     980,087.2   (mgal)                       NAVD 88
 LV1223
 LV1223  VERT ORDER  -  FIRST     CLASS II
 LV1223
 LV1223.The horizontal coordinates were scaled from a topographic map and have
 LV1223.an estimated accuracy of +/- 6 seconds.
 LV1223.
 LV1223.The orthometric height was determined by differential leveling and
 LV1223.adjusted in December 1992.
 LV1223
 LV1223.The geoid height was determined by GEOID09.
 LV1223
 LV1223.The dynamic height is computed by dividing the NAVD 88
 LV1223.geopotential number by the normal gravity value computed on the
 LV1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1223.degrees latitude (g = 980.6199 gals.).
 LV1223
 LV1223.The modeled gravity was interpolated from observed gravity values.
 LV1223
 LV1223;                    North         East    Units  Estimated Accuracy
 LV1223;SPC CA 1     -   612,140.    1,826,180.      MT  (+/- 180 meters Scaled)
 LV1223
 LV1223                          SUPERSEDED SURVEY CONTROL
 LV1223
 LV1223  NGVD 29 (12/02/92)  358.793  (m)         1177.14   (f) ADJUSTED    1 2
 LV1223
 LV1223.Superseded values are not recommended for survey control.
 LV1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1223.See file dsdata.txt to determine how the superseded data were derived.
 LV1223
 LV1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK111643(NAD 83)
 LV1223
 LV1223_MARKER: I = METAL ROD
 LV1223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1223_SP_SET: STAINLESS STEEL ROD
 LV1223_STAMPING: U 1466 1992
 LV1223_MARK LOGO: NGS   
 LV1223_PROJECTION: RECESSED 2 CENTIMETERS
 LV1223_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1223+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1223_ROD/PIPE-DEPTH: 8.4  meters
 LV1223
 LV1223  HISTORY     - Date     Condition        Report By
 LV1223  HISTORY     - 1992     MONUMENTED       NGS
 LV1223
 LV1223                          STATION DESCRIPTION
 LV1223
 LV1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1223'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL ROAD FROM THE POST OFFICE
 LV1223'IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG REDWOOD
 LV1223'DRIVE, 39.6 KM (24.60 MI) NORTHERLY ALONG U.S. HIGHWAY 101, THENCE
 LV1223'15.0 KM (9.30 MI) SOUTHWESTERLY ALONG MATTOLE ROAD, ON THE INSIDE OF
 LV1223'A SWITCHBACK, 17.3 M (56.8 FT) WEST OF THE ROAD CENTERLINE, 14.6 M
 LV1223'(47.9 FT) NORTH OF THE CENTERLINE AT THE CENTER OF THE SWITCHBACK,
 LV1223'11.5 M (37.7 FT) EAST OF THE ROAD CENTERLINE AND THE EXTENDED CENTER
 LV1223'OF A DIRT ROAD LEADING SOUTH, 0.3 M (1.0 FT) BELOW THE UPHILL SIDE OF
 LV1223'THE ROAD, AND 0.2 M (0.7 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS
 LV1223'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1270 ***********************************************************************
 LV1270  DESIGNATION -  U 1467
 LV1270  PID         -  LV1270
 LV1270  STATE/COUNTY-  CA/HUMBOLDT
 LV1270  USGS QUAD   -  FERNDALE (1972)
 LV1270
 LV1270                         *CURRENT SURVEY CONTROL
 LV1270  ___________________________________________________________________
 LV1270* NAD 83(1986)-  40 30 34.     (N)    124 17 00.     (W)     SCALED    
 LV1270* NAVD 88     -       554.225  (meters)    1818.32   (feet)  ADJUSTED  
 LV1270  ___________________________________________________________________
 LV1270  GEOID HEIGHT-         -31.18  (meters)                     GEOID09
 LV1270  DYNAMIC HT  -         553.930 (meters)    1817.35  (feet)  COMP
 LV1270  MODELED GRAV-     980,074.2   (mgal)                       NAVD 88
 LV1270
 LV1270  VERT ORDER  -  FIRST     CLASS II
 LV1270
 LV1270.The horizontal coordinates were scaled from a topographic map and have
 LV1270.an estimated accuracy of +/- 6 seconds.
 LV1270.
 LV1270.The orthometric height was determined by differential leveling and
 LV1270.adjusted in December 1992.
 LV1270
 LV1270.The geoid height was determined by GEOID09.
 LV1270
 LV1270.The dynamic height is computed by dividing the NAVD 88
 LV1270.geopotential number by the normal gravity value computed on the
 LV1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1270.degrees latitude (g = 980.6199 gals.).
 LV1270
 LV1270.The modeled gravity was interpolated from observed gravity values.
 LV1270
 LV1270;                    North         East    Units  Estimated Accuracy
 LV1270;SPC CA 1     -   633,110.    1,806,510.      MT  (+/- 180 meters Scaled)
 LV1270
 LV1270                          SUPERSEDED SURVEY CONTROL
 LV1270
 LV1270  NGVD 29 (12/02/92)  553.238  (m)         1815.08   (f) ADJUSTED    1 2
 LV1270
 LV1270.Superseded values are not recommended for survey control.
 LV1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1270.See file dsdata.txt to determine how the superseded data were derived.
 LV1270
 LV1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK912850(NAD 83)
 LV1270
 LV1270_MARKER: I = METAL ROD
 LV1270_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1270_SP_SET: STAINLESS STEEL ROD
 LV1270_STAMPING: U 1467 1992
 LV1270_MARK LOGO: NGS   
 LV1270_PROJECTION: FLUSH
 LV1270_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1270+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1270_ROD/PIPE-DEPTH: 6.0  meters
 LV1270
 LV1270  HISTORY     - Date     Condition        Report By
 LV1270  HISTORY     - 1992     MONUMENTED       NGS
 LV1270
 LV1270                          STATION DESCRIPTION
 LV1270
 LV1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1270'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1270'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1270'AVENUE, THENCE 9.8 KM (6.10 MI) SOUTHERLY ALONG MATTOLE ROAD, 12.4 M
 LV1270'(40.7 FT) NORTHEAST OF AND LEVEL WITH THE ROAD CENTERLINE, 7.2 M
 LV1270'(23.6 FT) SOUTHEAST OF THE CENTER OF BEAR RIVER RIDGE ROAD, 5.4 M
 LV1270'(17.7 FT) NORTH OF THE CENTER OF A GATE, AND 0.4 M (1.3 FT) WEST OF A
 LV1270'WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LV1270'5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1274 ***********************************************************************
 LU1274  DESIGNATION -  V 1084
 LU1274  PID         -  LU1274
 LU1274  STATE/COUNTY-  CA/HUMBOLDT
 LU1274  USGS QUAD   -  MIRANDA (1970)
 LU1274
 LU1274                         *CURRENT SURVEY CONTROL
 LU1274  ___________________________________________________________________
 LU1274* NAD 83(1986)-  40 12 12.     (N)    123 46 40.     (W)     SCALED    
 LU1274* NAVD 88     -        74.488  (meters)     244.38   (feet)  ADJUSTED  
 LU1274  ___________________________________________________________________
 LU1274  GEOID HEIGHT-         -30.36  (meters)                     GEOID09
 LU1274  DYNAMIC HT  -          74.447 (meters)     244.25  (feet)  COMP
 LU1274  MODELED GRAV-     980,084.9   (mgal)                       NAVD 88
 LU1274
 LU1274  VERT ORDER  -  FIRST     CLASS II
 LU1274
 LU1274.The horizontal coordinates were scaled from a topographic map and have
 LU1274.an estimated accuracy of +/- 6 seconds.
 LU1274.
 LU1274.The orthometric height was determined by differential leveling and
 LU1274.adjusted in December 1992.
 LU1274
 LU1274.The geoid height was determined by GEOID09.
 LU1274
 LU1274.The dynamic height is computed by dividing the NAVD 88
 LU1274.geopotential number by the normal gravity value computed on the
 LU1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1274.degrees latitude (g = 980.6199 gals.).
 LU1274
 LU1274.The modeled gravity was interpolated from observed gravity values.
 LU1274
 LU1274;                    North         East    Units  Estimated Accuracy
 LU1274;SPC CA 1     -   598,140.    1,848,660.      MT  (+/- 180 meters Scaled)
 LU1274
 LU1274                          SUPERSEDED SURVEY CONTROL
 LU1274
 LU1274  NAVD 88 (06/15/91)   74.493  (m)          244.40   (f) UNKNOWN     1 2
 LU1274  NGVD 29 (12/02/92)   73.565  (m)          241.35   (f) ADJUSTED    1 2
 LU1274
 LU1274.Superseded values are not recommended for survey control.
 LU1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1274.See file dsdata.txt to determine how the superseded data were derived.
 LU1274
 LU1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK338506(NAD 83)
 LU1274
 LU1274_MARKER: DB = BENCH MARK DISK
 LU1274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1274_SP_SET: CATCH BASIN
 LU1274_STAMPING: V 1084 1967
 LU1274_MARK LOGO: CGS   
 LU1274_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1274+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1274
 LU1274  HISTORY     - Date     Condition        Report By
 LU1274  HISTORY     - 1967     MONUMENTED       CGS
 LU1274  HISTORY     - 19880329 GOOD             NGS
 LU1274  HISTORY     - 19920729 GOOD             NGS
 LU1274
 LU1274                          STATION DESCRIPTION
 LU1274
 LU1274'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1274'4.6 MI S FROM MIRANDA.
 LU1274'4.6 MILES SOUTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1274'HIGH SCHOOL AT MIRANDA, IN THE TOP OF THE NORTH CORNER OF 3- BY
 LU1274'4-FOOT CONCRETE CATCH BASIN 1.88 WITH A STEEL GRATE, 18 FEET
 LU1274'NORTHEAST OF THE CENTER LINE OF THE AVENUE, AND ABOUT LEVEL WITH
 LU1274'THE AVENUE.
 LU1274
 LU1274                          STATION RECOVERY (1988)
 LU1274
 LU1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1274'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.5 KM (6.50
 LU1274'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1274'GARBERVILLE, THENCE 3.1 KM (1.95 MI) NORTHERLY ALONG THE AVENUE OF
 LU1274'THE GIANTS.
 LU1274
 LU1274                          STATION RECOVERY (1992)
 LU1274
 LU1274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1274'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1274'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1274'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1274'101, THENCE 3.0 KM (1.85 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1274'GIANTS, NEAR THE NORTH CORNER OF A CONCRETE CATCH BASIN AT MILEPOST
 LU1274'1.88, AND 5.5 M (18.0 FT) NORTHEAST OF AND LEVEL WITH THE AVENUE
 LU1274'CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1481 ***********************************************************************
 LU1481  DESIGNATION -  V 1085
 LU1481  PID         -  LU1481
 LU1481  STATE/COUNTY-  CA/HUMBOLDT
 LU1481  USGS QUAD   -  WEOTT (1969)
 LU1481
 LU1481                         *CURRENT SURVEY CONTROL
 LU1481  ___________________________________________________________________
 LU1481* NAD 83(1986)-  40 22 04.     (N)    123 55 28.     (W)     SCALED    
 LU1481* NAVD 88     -        89.725  (meters)     294.37   (feet)  ADJUSTED  
 LU1481  ___________________________________________________________________
 LU1481  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 LU1481  DYNAMIC HT  -          89.679 (meters)     294.22  (feet)  COMP
 LU1481  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 LU1481
 LU1481  VERT ORDER  -  FIRST     CLASS II
 LU1481
 LU1481.The horizontal coordinates were scaled from a topographic map and have
 LU1481.an estimated accuracy of +/- 6 seconds.
 LU1481.
 LU1481.The orthometric height was determined by differential leveling and
 LU1481.adjusted in December 1992.
 LU1481
 LU1481.The geoid height was determined by GEOID09.
 LU1481
 LU1481.The dynamic height is computed by dividing the NAVD 88
 LU1481.geopotential number by the normal gravity value computed on the
 LU1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1481.degrees latitude (g = 980.6199 gals.).
 LU1481
 LU1481.The modeled gravity was interpolated from observed gravity values.
 LU1481
 LU1481;                    North         East    Units  Estimated Accuracy
 LU1481;SPC CA 1     -   616,660.    1,836,570.      MT  (+/- 180 meters Scaled)
 LU1481
 LU1481                          SUPERSEDED SURVEY CONTROL
 LU1481
 LU1481  NAVD 88 (06/15/91)   89.739  (m)          294.42   (f) UNKNOWN     1 2
 LU1481  NGVD 29 (12/02/92)   88.770  (m)          291.24   (f) ADJUSTED    1 2
 LU1481
 LU1481.Superseded values are not recommended for survey control.
 LU1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1481.See file dsdata.txt to determine how the superseded data were derived.
 LU1481
 LU1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK215689(NAD 83)
 LU1481
 LU1481_MARKER: DB = BENCH MARK DISK
 LU1481_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1481_SP_SET: HEADWALL
 LU1481_STAMPING: V 1085 1967
 LU1481_MARK LOGO: CGS   
 LU1481_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1481+STABILITY: SURFACE MOTION
 LU1481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1481+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LU1481
 LU1481  HISTORY     - Date     Condition        Report By
 LU1481  HISTORY     - 1967     MONUMENTED       CGS
 LU1481  HISTORY     - 19880324 GOOD             NGS
 LU1481  HISTORY     - 19920728 GOOD             NGS
 LU1481
 LU1481                          STATION DESCRIPTION
 LU1481
 LU1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1481'9 MI N FROM MYERS FLAT.
 LU1481'8.95 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1481'OVERPASS AT MYERS FLAT, IN THE TOP AND 1.0 FOOT NORTH OF THE
 LU1481'SOUTH END OF THE WEST CONCRETE HEAD WALL OF 36-INCH PIPE CULVERT
 LU1481'36.93, 35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND
 LU1481'ABOUT 3 FEET LOWER THAN THE HIGHWAY.
 LU1481
 LU1481                          STATION RECOVERY (1988)
 LU1481
 LU1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1481'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  39.3 KM (24.40
 LU1481'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LU1481'FORTUNA, OR 39.9 KM (24.80 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM
 LU1481'THE POST OFFICE IN GARBERVILLE.
 LU1481
 LU1481                          STATION RECOVERY (1992)
 LU1481
 LU1481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1481'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1481'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1481'REDWOOD DRIVE, THENCE 41.3 KM (25.65 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1481'101, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE WEST
 LU1481'CONCRETE HEADWALL OF A CULVERT AT MILEPOST 36.93, 10.7 M (35.1 FT)
 LU1481'WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 1.0
 LU1481'M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0233 ***********************************************************************
 LV0233  DESIGNATION -  V 1086
 LV0233  PID         -  LV0233
 LV0233  STATE/COUNTY-  CA/HUMBOLDT
 LV0233  USGS QUAD   -  FORTUNA (1972)
 LV0233
 LV0233                         *CURRENT SURVEY CONTROL
 LV0233  ___________________________________________________________________
 LV0233* NAD 83(1986)-  40 33 12.     (N)    124 08 44.     (W)     SCALED    
 LV0233* NAVD 88     -        17.609  (meters)      57.77   (feet)  ADJUSTED  
 LV0233  ___________________________________________________________________
 LV0233  GEOID HEIGHT-         -30.98  (meters)                     GEOID09
 LV0233  DYNAMIC HT  -          17.600 (meters)      57.74  (feet)  COMP
 LV0233  MODELED GRAV-     980,155.0   (mgal)                       NAVD 88
 LV0233
 LV0233  VERT ORDER  -  FIRST     CLASS II
 LV0233
 LV0233.The horizontal coordinates were scaled from a topographic map and have
 LV0233.an estimated accuracy of +/- 6 seconds.
 LV0233.
 LV0233.The orthometric height was determined by differential leveling and
 LV0233.adjusted in December 1992.
 LV0233
 LV0233.The geoid height was determined by GEOID09.
 LV0233
 LV0233.The dynamic height is computed by dividing the NAVD 88
 LV0233.geopotential number by the normal gravity value computed on the
 LV0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0233.degrees latitude (g = 980.6199 gals.).
 LV0233
 LV0233.The modeled gravity was interpolated from observed gravity values.
 LV0233
 LV0233;                    North         East    Units  Estimated Accuracy
 LV0233;SPC CA 1     -   637,690.    1,818,310.      MT  (+/- 180 meters Scaled)
 LV0233
 LV0233                          SUPERSEDED SURVEY CONTROL
 LV0233
 LV0233  NAVD 88 (06/15/91)   17.641  (m)           57.88   (f) UNKNOWN     1 2
 LV0233  NGVD 29 (12/02/92)   16.628  (m)           54.55   (f) ADJUSTED    1 2
 LV0233
 LV0233.Superseded values are not recommended for survey control.
 LV0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0233.See file dsdata.txt to determine how the superseded data were derived.
 LV0233
 LV0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK030898(NAD 83)
 LV0233
 LV0233_MARKER: DB = BENCH MARK DISK
 LV0233_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0233_SP_SET: HEADWALL
 LV0233_STAMPING: V 1086 1967
 LV0233_MARK LOGO: CGS   
 LV0233_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0233+STABILITY: SURFACE MOTION
 LV0233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0233+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0233
 LV0233  HISTORY     - Date     Condition        Report By
 LV0233  HISTORY     - 1967     MONUMENTED       CGS
 LV0233  HISTORY     - 19880224 GOOD             NGS
 LV0233  HISTORY     - 19920728 GOOD             NGS
 LV0233
 LV0233                          STATION DESCRIPTION
 LV0233
 LV0233'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0233'3.6 MI S FROM FORTUNA.
 LV0233'3.55 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM FORTUNA OVERPASS
 LV0233'AT FORTUNA, 0.3 MILE NORTH OF THE JUNCTION OF A ROAD EAST TO
 LV0233'ALTON, ACROSS THE HIGHWAY FROM HUMBOLDT DRIVE-IN THEATER, IN THE
 LV0233'TOP AND 0.8 FOOT SOUTH OF THE NORTH END OF THE EAST CONCRETE
 LV0233'HEAD WALL OF 24-INCH PIPE CULVERT 58.00, 31 FEET EAST OF THE CENTER
 LV0233'LINE OF THE EAST LANES OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN
 LV0233'THE HIGHWAY.
 LV0233
 LV0233                          STATION RECOVERY (1988)
 LV0233
 LV0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0233'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.  THE
 LV0233'DRIVE-IN THEATER MENTIONED IN THE ORIGINAL DESCRIPTION IS NOW HANSENS
 LV0233'TRUCK STOP.
 LV0233
 LV0233                          STATION RECOVERY (1992)
 LV0233
 LV0233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0233'5.8 KM (3.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0233'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, IN
 LV0233'TOP OF AND 0.2 M (0.7 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE
 LV0233'HEADWALL OF A PIPE CULVERT AT MILEPOST 58.00, 0.5 KM (0.30 MI) NORTH
 LV0233'OF THE INTERSECTION OF STATE HIGHWAY 36, ACROSS THE HIGHWAY FROM
 LV0233'HANSENS TRUCK STOP, 9.4 M (30.8 FT) EAST OF THE CENTERLINE OF THE
 LV0233'NORTHBOUND LANES OF THE HIGHWAY, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 LV0233'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0670 ***********************************************************************
 LV0670  DESIGNATION -  V 1401
 LV0670  PID         -  LV0670
 LV0670  STATE/COUNTY-  CA/HUMBOLDT
 LV0670  USGS QUAD   -  SCOTIA (1970)
 LV0670
 LV0670                         *CURRENT SURVEY CONTROL
 LV0670  ___________________________________________________________________
 LV0670* NAD 83(1986)-  40 28 21.     (N)    124 05 58.     (W)     SCALED    
 LV0670* NAVD 88     -        50.824  (meters)     166.75   (feet)  ADJUSTED  
 LV0670  ___________________________________________________________________
 LV0670  GEOID HEIGHT-         -30.78  (meters)                     GEOID09
 LV0670  DYNAMIC HT  -          50.799 (meters)     166.66  (feet)  COMP
 LV0670  MODELED GRAV-     980,126.8   (mgal)                       NAVD 88
 LV0670
 LV0670  VERT ORDER  -  FIRST     CLASS II
 LV0670
 LV0670.The horizontal coordinates were scaled from a topographic map and have
 LV0670.an estimated accuracy of +/- 6 seconds.
 LV0670.
 LV0670.The orthometric height was determined by differential leveling and
 LV0670.adjusted in December 1992.
 LV0670
 LV0670.The geoid height was determined by GEOID09.
 LV0670
 LV0670.The dynamic height is computed by dividing the NAVD 88
 LV0670.geopotential number by the normal gravity value computed on the
 LV0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0670.degrees latitude (g = 980.6199 gals.).
 LV0670
 LV0670.The modeled gravity was interpolated from observed gravity values.
 LV0670
 LV0670;                    North         East    Units  Estimated Accuracy
 LV0670;SPC CA 1     -   628,620.    1,821,990.      MT  (+/- 180 meters Scaled)
 LV0670
 LV0670                          SUPERSEDED SURVEY CONTROL
 LV0670
 LV0670  NAVD 88 (06/15/91)   50.880  (m)          166.93   (f) UNKNOWN     1 2
 LV0670  NGVD 29 (12/02/92)   49.849  (m)          163.55   (f) ADJUSTED    1 2
 LV0670
 LV0670.Superseded values are not recommended for survey control.
 LV0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0670.See file dsdata.txt to determine how the superseded data were derived.
 LV0670
 LV0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK068807(NAD 83)
 LV0670
 LV0670_MARKER: I = METAL ROD
 LV0670_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0670_SP_SET: STAINLESS STEEL ROD
 LV0670_STAMPING: V 1401 1988
 LV0670_MARK LOGO: NGS   
 LV0670_PROJECTION: PROJECTING 2 CENTIMETERS
 LV0670_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0670+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0670_ROD/PIPE-DEPTH: 9.8  meters
 LV0670
 LV0670  HISTORY     - Date     Condition        Report By
 LV0670  HISTORY     - 1988     MONUMENTED       NGS
 LV0670  HISTORY     - 19920728 GOOD             NGS
 LV0670
 LV0670                          STATION DESCRIPTION
 LV0670
 LV0670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0670'17.4 KM (10.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0670'OVERPASS IN FORTUNA, 18.5 M (60.7 FT) WEST OF THE CENTERLINE OF THE
 LV0670'SOUTHBOUND LANES OF THE HIGHWAY, 10.9 M (35.8 FT) EAST OF THE
 LV0670'CENTERLINE OF MAIN STREET, 10.8 M (35.4 FT) SOUTHEAST OF A JOG IN A
 LV0670'FENCELINE, 6.7 M (22.0 FT) NORTHWEST OF A JOG IN A FENCELINE, 0.2 M
 LV0670'(0.7 FT) SOUTHWEST OF A WITNESS POST AND FENCE, AND LEVEL WITH THE
 LV0670'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LV0670'CAP.
 LV0670
 LV0670                          STATION RECOVERY (1992)
 LV0670
 LV0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0670'17.4 KM (10.80 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0670'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0670'18.5 M (60.7 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 LV0670'THE HIGHWAY, 10.9 M (35.8 FT) EAST OF AND LEVEL WITH THE CENTERLINE
 LV0670'OF MAIN STREET, 10.8 M (35.4 FT) SOUTHEAST OF A JOG IN A CHAIN-LINK
 LV0670'FENCE, 6.7 M (22.0 FT) NORTHWEST OF A JOG IN THE FENCE, AND 0.2 M
 LV0670'(0.7 FT) SOUTHWEST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE
 LV0670'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2309 ***********************************************************************
 LU2309  DESIGNATION -  V 1463
 LU2309  PID         -  LU2309
 LU2309  STATE/COUNTY-  CA/HUMBOLDT
 LU2309  USGS QUAD   -  BRICELAND (1969)
 LU2309
 LU2309                         *CURRENT SURVEY CONTROL
 LU2309  ___________________________________________________________________
 LU2309* NAD 83(1986)-  40 06 11.     (N)    123 54 24.     (W)     SCALED    
 LU2309* NAVD 88     -       186.473  (meters)     611.79   (feet)  ADJUSTED  
 LU2309  ___________________________________________________________________
 LU2309  GEOID HEIGHT-         -30.60  (meters)                     GEOID09
 LU2309  DYNAMIC HT  -         186.369 (meters)     611.45  (feet)  COMP
 LU2309  MODELED GRAV-     980,065.6   (mgal)                       NAVD 88
 LU2309
 LU2309  VERT ORDER  -  FIRST     CLASS II
 LU2309
 LU2309.The horizontal coordinates were scaled from a topographic map and have
 LU2309.an estimated accuracy of +/- 6 seconds.
 LU2309.
 LU2309.The orthometric height was determined by differential leveling and
 LU2309.adjusted in December 1992.
 LU2309
 LU2309.The geoid height was determined by GEOID09.
 LU2309
 LU2309.The dynamic height is computed by dividing the NAVD 88
 LU2309.geopotential number by the normal gravity value computed on the
 LU2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2309.degrees latitude (g = 980.6199 gals.).
 LU2309
 LU2309.The modeled gravity was interpolated from observed gravity values.
 LU2309
 LU2309;                    North         East    Units  Estimated Accuracy
 LU2309;SPC CA 1     -   587,240.    1,837,440.      MT  (+/- 180 meters Scaled)
 LU2309
 LU2309                          SUPERSEDED SURVEY CONTROL
 LU2309
 LU2309  NGVD 29 (12/02/92)  185.537  (m)          608.72   (f) ADJUSTED    1 2
 LU2309
 LU2309.Superseded values are not recommended for survey control.
 LU2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2309.See file dsdata.txt to determine how the superseded data were derived.
 LU2309
 LU2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK227395(NAD 83)
 LU2309
 LU2309_MARKER: I = METAL ROD
 LU2309_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU2309+WITH SETTING: INFORMATION.
 LU2309_SP_SET: METAL ROD DRIVEN INTO GROUND
 LU2309_STAMPING: V 1463 1992
 LU2309_MARK LOGO: NGS   
 LU2309_PROJECTION: RECESSED 3 CENTIMETERS
 LU2309_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2309+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2309_ROD/PIPE-DEPTH: 2.1  meters
 LU2309
 LU2309  HISTORY     - Date     Condition        Report By
 LU2309  HISTORY     - 1992     MONUMENTED       NGS
 LU2309
 LU2309                          STATION DESCRIPTION
 LU2309
 LU2309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2309'0.1 KM (0.05 MI) NORTHERLY ALONG REDWOOD DRIVE FROM THE POST OFFICE IN
 LU2309'REDWAY, THENCE 10.2 KM (6.35 MI) WESTERLY ALONG BRICELAND ROAD, 11.2
 LU2309'M (36.7 FT) SOUTHEAST OF THE ROAD CENTERLINE, 8.4 M (27.6 FT) NORTH
 LU2309'OF A JOG IN A FENCE LINE, 6.1 M (20.0 FT) SOUTH OF A JOG IN A FENCE
 LU2309'LINE, 3.7 M (12.1 FT) EAST OF THE CENTER OF A DRIVEWAY, 0.3 M
 LU2309'(1.0 FT) WEST OF THE FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 LU2309'ROAD, AND 0.1 M (0.3 FT) WEST OF A WITNESS POST.  NOTE--ACCESS TO THE
 LU2309'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE ROD WAS DRIVEN TO
 LU2309'REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1197 ***********************************************************************
 LV1197  DESIGNATION -  V 1464
 LV1197  PID         -  LV1197
 LV1197  STATE/COUNTY-  CA/HUMBOLDT
 LV1197  USGS QUAD   -  HONEYDEW (1970)
 LV1197
 LV1197                         *CURRENT SURVEY CONTROL
 LV1197  ___________________________________________________________________
 LV1197* NAD 83(1986)-  40 11 39.     (N)    124 05 43.     (W)     SCALED    
 LV1197* NAVD 88     -       491.932  (meters)    1613.95   (feet)  ADJUSTED  
 LV1197  ___________________________________________________________________
 LV1197  GEOID HEIGHT-         -30.68  (meters)                     GEOID09
 LV1197  DYNAMIC HT  -         491.661 (meters)    1613.06  (feet)  COMP
 LV1197  MODELED GRAV-     980,057.9   (mgal)                       NAVD 88
 LV1197
 LV1197  VERT ORDER  -  FIRST     CLASS II
 LV1197
 LV1197.The horizontal coordinates were scaled from a topographic map and have
 LV1197.an estimated accuracy of +/- 6 seconds.
 LV1197.
 LV1197.The orthometric height was determined by differential leveling and
 LV1197.adjusted in December 1992.
 LV1197
 LV1197.The geoid height was determined by GEOID09.
 LV1197
 LV1197.The dynamic height is computed by dividing the NAVD 88
 LV1197.geopotential number by the normal gravity value computed on the
 LV1197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1197.degrees latitude (g = 980.6199 gals.).
 LV1197
 LV1197.The modeled gravity was interpolated from observed gravity values.
 LV1197
 LV1197;                    North         East    Units  Estimated Accuracy
 LV1197;SPC CA 1     -   597,720.    1,821,610.      MT  (+/- 180 meters Scaled)
 LV1197
 LV1197                          SUPERSEDED SURVEY CONTROL
 LV1197
 LV1197  NGVD 29 (12/02/92)  490.987  (m)         1610.85   (f) ADJUSTED    1 2
 LV1197
 LV1197.Superseded values are not recommended for survey control.
 LV1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1197.See file dsdata.txt to determine how the superseded data were derived.
 LV1197
 LV1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK067498(NAD 83)
 LV1197
 LV1197_MARKER: I = METAL ROD
 LV1197_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1197_SP_SET: STAINLESS STEEL ROD
 LV1197_STAMPING: V 1464 1992
 LV1197_MARK LOGO: NGS   
 LV1197_PROJECTION: FLUSH
 LV1197_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1197_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1197_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1197+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1197_ROD/PIPE-DEPTH: 7.3  meters
 LV1197
 LV1197  HISTORY     - Date     Condition        Report By
 LV1197  HISTORY     - 1992     MONUMENTED       NGS
 LV1197
 LV1197                          STATION DESCRIPTION
 LV1197
 LV1197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1197'8.1 KM (5.05 MI) SOUTHERLY ALONG WILDER RIDGE ROAD FROM THE JUNCTION
 LV1197'OF MATTOLE ROAD IN HONEYDEW, 14.3 M (46.9 FT) SOUTHEAST OF THE CENTER
 LV1197'OF AN ENTRANCE TO 2 DRIVEWAYS, 5.3 M (17.4 FT) SOUTHWEST OF AND LEVEL
 LV1197'WITH THE ROAD CENTER, 0.6 M (2.0 FT) SOUTHEAST OF UTILITY POLE NUMBER
 LV1197'1190694, AND 0.2 M (0.7 FT) NORTHEAST OF A WITNESS POST. NOTE--ACCESS
 LV1197'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1247 ***********************************************************************
 LV1247  DESIGNATION -  V 1465
 LV1247  PID         -  LV1247
 LV1247  STATE/COUNTY-  CA/HUMBOLDT
 LV1247  USGS QUAD   -  PETROLIA (1969)
 LV1247
 LV1247                         *CURRENT SURVEY CONTROL
 LV1247  ___________________________________________________________________
 LV1247* NAD 83(1986)-  40 20 34.     (N)    124 19 20.     (W)     SCALED    
 LV1247* NAVD 88     -       110.297  (meters)     361.87   (feet)  ADJUSTED  
 LV1247  ___________________________________________________________________
 LV1247  GEOID HEIGHT-         -31.29  (meters)                     GEOID09
 LV1247  DYNAMIC HT  -         110.246 (meters)     361.70  (feet)  COMP
 LV1247  MODELED GRAV-     980,162.1   (mgal)                       NAVD 88
 LV1247
 LV1247  VERT ORDER  -  FIRST     CLASS II
 LV1247
 LV1247.The horizontal coordinates were scaled from a topographic map and have
 LV1247.an estimated accuracy of +/- 6 seconds.
 LV1247.
 LV1247.The orthometric height was determined by differential leveling and
 LV1247.adjusted in December 1992.
 LV1247
 LV1247.The geoid height was determined by GEOID09.
 LV1247
 LV1247.The dynamic height is computed by dividing the NAVD 88
 LV1247.geopotential number by the normal gravity value computed on the
 LV1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1247.degrees latitude (g = 980.6199 gals.).
 LV1247
 LV1247.The modeled gravity was interpolated from observed gravity values.
 LV1247
 LV1247;                    North         East    Units  Estimated Accuracy
 LV1247;SPC CA 1     -   614,700.    1,802,730.      MT  (+/- 180 meters Scaled)
 LV1247
 LV1247                          SUPERSEDED SURVEY CONTROL
 LV1247
 LV1247  NGVD 29 (12/02/92)  109.347  (m)          358.75   (f) ADJUSTED    1 2
 LV1247
 LV1247.Superseded values are not recommended for survey control.
 LV1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1247.See file dsdata.txt to determine how the superseded data were derived.
 LV1247
 LV1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK877666(NAD 83)
 LV1247
 LV1247_MARKER: I = METAL ROD
 LV1247_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1247_SP_SET: STAINLESS STEEL ROD
 LV1247_STAMPING: V 1465 1992
 LV1247_MARK LOGO: NGS   
 LV1247_PROJECTION: RECESSED 2 CENTIMETERS
 LV1247_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1247+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1247_ROD/PIPE-DEPTH: 4.0  meters
 LV1247
 LV1247  HISTORY     - Date     Condition        Report By
 LV1247  HISTORY     - 1992     MONUMENTED       NGS
 LV1247
 LV1247                          STATION DESCRIPTION
 LV1247
 LV1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1247'4.3 KM (2.65 MI) NORTHWESTERLY ALONG MATTOLE ROAD FROM THE
 LV1247'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, 7.1 M (23.3 FT) SOUTHWEST
 LV1247'OF THE ROAD CENTERLINE, 4.6 M (15.1 FT) SOUTHEAST OF A BRACED FENCE
 LV1247'POST, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT)
 LV1247'NORTHEAST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM POINT
 LV1247'IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1224 ***********************************************************************
 LV1224  DESIGNATION -  V 1466
 LV1224  PID         -  LV1224
 LV1224  STATE/COUNTY-  CA/HUMBOLDT
 LV1224  USGS QUAD   -  BULL CREEK (1969)
 LV1224
 LV1224                         *CURRENT SURVEY CONTROL
 LV1224  ___________________________________________________________________
 LV1224* NAD 83(1986)-  40 19 32.     (N)    124 02 35.     (W)     SCALED    
 LV1224* NAVD 88     -       297.941  (meters)     977.49   (feet)  ADJUSTED  
 LV1224  ___________________________________________________________________
 LV1224  GEOID HEIGHT-         -30.57  (meters)                     GEOID09
 LV1224  DYNAMIC HT  -         297.785 (meters)     976.98  (feet)  COMP
 LV1224  MODELED GRAV-     980,094.4   (mgal)                       NAVD 88
 LV1224
 LV1224  VERT ORDER  -  FIRST     CLASS II
 LV1224
 LV1224.The horizontal coordinates were scaled from a topographic map and have
 LV1224.an estimated accuracy of +/- 6 seconds.
 LV1224.
 LV1224.The orthometric height was determined by differential leveling and
 LV1224.adjusted in December 1992.
 LV1224
 LV1224.The geoid height was determined by GEOID09.
 LV1224
 LV1224.The dynamic height is computed by dividing the NAVD 88
 LV1224.geopotential number by the normal gravity value computed on the
 LV1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1224.degrees latitude (g = 980.6199 gals.).
 LV1224
 LV1224.The modeled gravity was interpolated from observed gravity values.
 LV1224
 LV1224;                    North         East    Units  Estimated Accuracy
 LV1224;SPC CA 1     -   612,200.    1,826,390.      MT  (+/- 180 meters Scaled)
 LV1224
 LV1224                          SUPERSEDED SURVEY CONTROL
 LV1224
 LV1224  NGVD 29 (12/02/92)  296.987  (m)          974.36   (f) ADJUSTED    1 2
 LV1224
 LV1224.Superseded values are not recommended for survey control.
 LV1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1224.See file dsdata.txt to determine how the superseded data were derived.
 LV1224
 LV1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK113644(NAD 83)
 LV1224
 LV1224_MARKER: I = METAL ROD
 LV1224_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1224_SP_SET: STAINLESS STEEL ROD
 LV1224_STAMPING: V 1466 1992
 LV1224_MARK LOGO: NGS   
 LV1224_PROJECTION: FLUSH
 LV1224_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1224_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1224+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1224_ROD/PIPE-DEPTH: 6.7  meters
 LV1224
 LV1224  HISTORY     - Date     Condition        Report By
 LV1224  HISTORY     - 1992     MONUMENTED       NGS
 LV1224
 LV1224                          STATION DESCRIPTION
 LV1224
 LV1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1224'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LV1224'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LV1224'REDWOOD DRIVE, THENCE 39.6 KM (24.60 MI) NORTHERLY ALONG U.S. HIGHWAY
 LV1224'101, THENCE 14.2 KM (8.80 MI) SOUTHWESTERLY ALONG MATTOLE ROAD, ON
 LV1224'THE WEST SIDE OF A SWITCHBACK, 18.3 M (60.0 FT) WEST OF THE ROAD
 LV1224'CENTERLINE, 12.1 M (39.7 FT) NORTH OF AND LEVEL WITH THE CENTERLINE
 LV1224'AT THE CENTER OF THE SWITCHBACK, 11.8 M (38.7 FT) EAST OF THE ROAD
 LV1224'CENTERLINE, 0.2 M (0.7 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO
 LV1224'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1271 ***********************************************************************
 LV1271  DESIGNATION -  V 1467
 LV1271  PID         -  LV1271
 LV1271  STATE/COUNTY-  CA/HUMBOLDT
 LV1271  USGS QUAD   -  FERNDALE (1972)
 LV1271
 LV1271                         *CURRENT SURVEY CONTROL
 LV1271  ___________________________________________________________________
 LV1271* NAD 83(1986)-  40 30 15.     (N)    124 16 41.     (W)     SCALED    
 LV1271* NAVD 88     -       570.009  (meters)    1870.10   (feet)  ADJUSTED  
 LV1271  ___________________________________________________________________
 LV1271  GEOID HEIGHT-         -31.15  (meters)                     GEOID09
 LV1271  DYNAMIC HT  -         569.702 (meters)    1869.10  (feet)  COMP
 LV1271  MODELED GRAV-     980,068.9   (mgal)                       NAVD 88
 LV1271
 LV1271  VERT ORDER  -  FIRST     CLASS II
 LV1271
 LV1271.The horizontal coordinates were scaled from a topographic map and have
 LV1271.an estimated accuracy of +/- 6 seconds.
 LV1271.
 LV1271.The orthometric height was determined by differential leveling and
 LV1271.adjusted in December 1992.
 LV1271
 LV1271.The geoid height was determined by GEOID09.
 LV1271
 LV1271.The dynamic height is computed by dividing the NAVD 88
 LV1271.geopotential number by the normal gravity value computed on the
 LV1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1271.degrees latitude (g = 980.6199 gals.).
 LV1271
 LV1271.The modeled gravity was interpolated from observed gravity values.
 LV1271
 LV1271;                    North         East    Units  Estimated Accuracy
 LV1271;SPC CA 1     -   632,520.    1,806,950.      MT  (+/- 180 meters Scaled)
 LV1271
 LV1271                          SUPERSEDED SURVEY CONTROL
 LV1271
 LV1271  NGVD 29 (12/02/92)  569.020  (m)         1866.86   (f) ADJUSTED    1 2
 LV1271
 LV1271.Superseded values are not recommended for survey control.
 LV1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1271.See file dsdata.txt to determine how the superseded data were derived.
 LV1271
 LV1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK917845(NAD 83)
 LV1271
 LV1271_MARKER: I = METAL ROD
 LV1271_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1271_SP_SET: STAINLESS STEEL ROD
 LV1271_STAMPING: V 1467 1992
 LV1271_MARK LOGO: NGS   
 LV1271_PROJECTION: FLUSH
 LV1271_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1271+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1271_ROD/PIPE-DEPTH: 7.2  meters
 LV1271
 LV1271  HISTORY     - Date     Condition        Report By
 LV1271  HISTORY     - 1992     MONUMENTED       NGS
 LV1271
 LV1271                          STATION DESCRIPTION
 LV1271
 LV1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1271'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1271'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1271'AVENUE, THENCE 9.8 KM (6.10 MI) SOUTHERLY ALONG MATTOLE ROAD, THENCE
 LV1271'0.8 KM (0.50 MI) SOUTHEASTERLY ALONG BEAR RIVER RIDGE ROAD, 35.8 M
 LV1271'(117.5 FT) WEST OF THE CENTER OF A GATE, 26.7 M (87.6 FT) SOUTH OF
 LV1271'THE SOUTHEAST CORNER OF A HOUSE, 12.3 M (40.4 FT) SOUTH OF THE ROAD
 LV1271'CENTER, 3.8 M (12.5 FT) SOUTH OF UTILITY POLE NUMBER 6729 WITH A GUY
 LV1271'CABLE AND TRANSFORMER, 0.4 M (1.3 FT) NORTH OF A WITNESS POST, AND
 LV1271'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD.  NOTE--ACCESS TO THE
 LV1271'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1262 ***********************************************************************
 LU1262  DESIGNATION -  W 101
 LU1262  PID         -  LU1262
 LU1262  STATE/COUNTY-  CA/HUMBOLDT
 LU1262  USGS QUAD   -  GARBERVILLE (1970)
 LU1262
 LU1262                         *CURRENT SURVEY CONTROL
 LU1262  ___________________________________________________________________
 LU1262* NAD 83(1986)-  40 06 59.     (N)    123 48 01.     (W)     SCALED    
 LU1262* NAVD 88     -       104.917  (meters)     344.22   (feet)  ADJUSTED  
 LU1262  ___________________________________________________________________
 LU1262  GEOID HEIGHT-         -30.45  (meters)                     GEOID09
 LU1262  DYNAMIC HT  -         104.861 (meters)     344.03  (feet)  COMP
 LU1262  MODELED GRAV-     980,088.3   (mgal)                       NAVD 88
 LU1262
 LU1262  VERT ORDER  -  FIRST     CLASS II
 LU1262
 LU1262.The horizontal coordinates were scaled from a topographic map and have
 LU1262.an estimated accuracy of +/- 6 seconds.
 LU1262.
 LU1262.The orthometric height was determined by differential leveling and
 LU1262.adjusted in December 1992.
 LU1262
 LU1262.Photographs are available for this station.
 LU1262
 LU1262.The geoid height was determined by GEOID09.
 LU1262
 LU1262.The dynamic height is computed by dividing the NAVD 88
 LU1262.geopotential number by the normal gravity value computed on the
 LU1262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1262.degrees latitude (g = 980.6199 gals.).
 LU1262
 LU1262.The modeled gravity was interpolated from observed gravity values.
 LU1262
 LU1262;                    North         East    Units  Estimated Accuracy
 LU1262;SPC CA 1     -   588,530.    1,846,540.      MT  (+/- 180 meters Scaled)
 LU1262
 LU1262                          SUPERSEDED SURVEY CONTROL
 LU1262
 LU1262  NAVD 88 (06/15/91)  104.917  (m)          344.22   (f) UNKNOWN     1 2
 LU1262  NGVD 29 (12/02/92)  103.991  (m)          341.18   (f) ADJUSTED    1 2
 LU1262
 LU1262.Superseded values are not recommended for survey control.
 LU1262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1262.See file dsdata.txt to determine how the superseded data were derived.
 LU1262
 LU1262_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK318409(NAD 83)
 LU1262
 LU1262_MARKER: DB = BENCH MARK DISK
 LU1262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1262_SP_SET: BRIDGE GUARDRAIL
 LU1262_STAMPING: W 101 1931 340.829
 LU1262_MARK LOGO: CGS   
 LU1262_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1262+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1262
 LU1262  HISTORY     - Date     Condition        Report By
 LU1262  HISTORY     - 1931     MONUMENTED       CGS
 LU1262  HISTORY     - 1967     GOOD             CGS
 LU1262  HISTORY     - 19880330 GOOD             NGS
 LU1262  HISTORY     - 19920729 GOOD             NGS
 LU1262
 LU1262                          STATION DESCRIPTION
 LU1262
 LU1262'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1262'1.4 MI N FROM GARBERVILLE.
 LU1262'1.4 MILES NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1262'GARBERVILLE, IN THE TOP AND 2.0 FEET WEST OF THE EAST END OF THE
 LU1262'CONCRETE GUARDRAIL FOR BLUFF CREEK BRIDGE 405, 53 FEET SOUTH OF
 LU1262'THE CENTER LINE OF THE HIGHWAY, 21 FEET SOUTH OF THE SOUTHEAST
 LU1262'CORNER OF AN ABANDONED SCALES, AND ABOUT LEVEL WITH THE HIGHWAY.
 LU1262
 LU1262                          STATION RECOVERY (1988)
 LU1262
 LU1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1262'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 LU1262'CHANGE--U.S. HIGHWAY 101 TO REDWOOD DRIVE.
 LU1262
 LU1262                          STATION RECOVERY (1992)
 LU1262
 LU1262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1262'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1262'OFFICE IN GARBERVILLE, THENCE 2.4 KM (1.50 MI) NORTHERLY ALONG
 LU1262'REDWOOD DRIVE, IN TOP OF AND 0.6 M (2.0 FT) WEST OF THE EAST END OF
 LU1262'THE SOUTH CONCRETE BRIDGE RAIL OF A BRIDGE SPANNING BLUFF CREEK, 16.2
 LU1262'M (53.1 FT) SOUTH OF THE CENTERLINE OF THE DRIVE, AND 0.3 M (1.0 FT)
 LU1262'ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1275 ***********************************************************************
 LU1275  DESIGNATION -  W 1084
 LU1275  PID         -  LU1275
 LU1275  STATE/COUNTY-  CA/HUMBOLDT
 LU1275  USGS QUAD   -  MIRANDA (1970)
 LU1275
 LU1275                         *CURRENT SURVEY CONTROL
 LU1275  ___________________________________________________________________
 LU1275* NAD 83(1986)-  40 12 35.     (N)    123 47 08.     (W)     SCALED    
 LU1275* NAVD 88     -        85.691  (meters)     281.14   (feet)  ADJUSTED  
 LU1275  ___________________________________________________________________
 LU1275  GEOID HEIGHT-         -30.38  (meters)                     GEOID09
 LU1275  DYNAMIC HT  -          85.644 (meters)     280.98  (feet)  COMP
 LU1275  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 LU1275
 LU1275  VERT ORDER  -  FIRST     CLASS II
 LU1275
 LU1275.The horizontal coordinates were scaled from a topographic map and have
 LU1275.an estimated accuracy of +/- 6 seconds.
 LU1275.
 LU1275.The orthometric height was determined by differential leveling and
 LU1275.adjusted in December 1992.
 LU1275
 LU1275.The geoid height was determined by GEOID09.
 LU1275
 LU1275.The dynamic height is computed by dividing the NAVD 88
 LU1275.geopotential number by the normal gravity value computed on the
 LU1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1275.degrees latitude (g = 980.6199 gals.).
 LU1275
 LU1275.The modeled gravity was interpolated from observed gravity values.
 LU1275
 LU1275;                    North         East    Units  Estimated Accuracy
 LU1275;SPC CA 1     -   598,860.    1,848,010.      MT  (+/- 180 meters Scaled)
 LU1275
 LU1275                          SUPERSEDED SURVEY CONTROL
 LU1275
 LU1275  NAVD 88 (06/15/91)   85.694  (m)          281.15   (f) UNKNOWN     1 2
 LU1275  NGVD 29 (12/02/92)   84.770  (m)          278.12   (f) ADJUSTED    1 2
 LU1275
 LU1275.Superseded values are not recommended for survey control.
 LU1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1275.See file dsdata.txt to determine how the superseded data were derived.
 LU1275
 LU1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK331513(NAD 83)
 LU1275
 LU1275_MARKER: DB = BENCH MARK DISK
 LU1275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 LU1275_SP_SET: CATCH BASIN
 LU1275_STAMPING: W 1084 1967
 LU1275_MARK LOGO: CGS   
 LU1275_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1275+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1275
 LU1275  HISTORY     - Date     Condition        Report By
 LU1275  HISTORY     - 1967     MONUMENTED       CGS
 LU1275  HISTORY     - 19880328 GOOD             NGS
 LU1275  HISTORY     - 19920729 GOOD             NGS
 LU1275
 LU1275                          STATION DESCRIPTION
 LU1275
 LU1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1275'4 MI S FROM MIRANDA.
 LU1275'3.95 MILES SOUTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1275'HIGH SCHOOL AT MIRANDA, AT PHILLIPSVILLE, 0.1 MILE NORTH OF THE
 LU1275'DEERHORN LODGE, IN THE TOP OF THE SOUTHEAST CORNER OF 4- BY 4-FOOT
 LU1275'CONCRETE CATCH BASIN 2.51, 21 FEET EAST OF THE CENTER LINE OF THE
 LU1275'AVENUE, 90 FEET EAST OF THE NORTHEAST CORNER OF RIVERWOOD INN,
 LU1275'AND ABOUT LEVEL WITH THE AVENUE.
 LU1275
 LU1275                          STATION RECOVERY (1988)
 LU1275
 LU1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1275'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.5 KM (6.50
 LU1275'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1275'GARBERVILLE, THENCE 4.1 KM (2.55 MI) NORTHERLY ALONG THE AVENUE OF
 LU1275'THE GIANTS.  NOTE--THE CATCH BASIN NUMBER IS 2.50 NOT 2.51.
 LU1275
 LU1275                          STATION RECOVERY (1992)
 LU1275
 LU1275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1275'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1275'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1275'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1275'101, THENCE 4.2 KM (2.60 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1275'GIANTS, NEAR THE SOUTHEAST CORNER OF A CONCRETE CATCH BASIN AT
 LU1275'MILEPOST 2.50, IN THE SAMLL COMMUNITY OF PHILLIPSVILLE, 27.4 M
 LU1275'(89.9 FT) EAST OF THE NORTHEAST CORNER OF RIVERWOOD INN, AND 6.4 M
 LU1275'(21.0 FT) EAST OF AND LEVEL WITH THE AVENUE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1482 ***********************************************************************
 LU1482  DESIGNATION -  W 1085
 LU1482  PID         -  LU1482
 LU1482  STATE/COUNTY-  CA/HUMBOLDT
 LU1482  USGS QUAD   -  REDCREST (1969)
 LU1482
 LU1482                         *CURRENT SURVEY CONTROL
 LU1482  ___________________________________________________________________
 LU1482* NAD 83(1986)-  40 22 36.     (N)    123 55 33.     (W)     SCALED    
 LU1482* NAVD 88     -       110.713  (meters)     363.23   (feet)  ADJUSTED  
 LU1482  ___________________________________________________________________
 LU1482  GEOID HEIGHT-         -30.50  (meters)                     GEOID09
 LU1482  DYNAMIC HT  -         110.657 (meters)     363.05  (feet)  COMP
 LU1482  MODELED GRAV-     980,123.4   (mgal)                       NAVD 88
 LU1482
 LU1482  VERT ORDER  -  FIRST     CLASS II
 LU1482
 LU1482.The horizontal coordinates were scaled from a topographic map and have
 LU1482.an estimated accuracy of +/- 6 seconds.
 LU1482.
 LU1482.The orthometric height was determined by differential leveling and
 LU1482.adjusted in December 1992.
 LU1482
 LU1482.The geoid height was determined by GEOID09.
 LU1482
 LU1482.The dynamic height is computed by dividing the NAVD 88
 LU1482.geopotential number by the normal gravity value computed on the
 LU1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1482.degrees latitude (g = 980.6199 gals.).
 LU1482
 LU1482.The modeled gravity was interpolated from observed gravity values.
 LU1482
 LU1482;                    North         East    Units  Estimated Accuracy
 LU1482;SPC CA 1     -   617,650.    1,836,480.      MT  (+/- 180 meters Scaled)
 LU1482
 LU1482                          SUPERSEDED SURVEY CONTROL
 LU1482
 LU1482  NAVD 88 (06/15/91)  110.731  (m)          363.29   (f) UNKNOWN     1 2
 LU1482  NGVD 29 (12/02/92)  109.757  (m)          360.09   (f) ADJUSTED    1 2
 LU1482
 LU1482.Superseded values are not recommended for survey control.
 LU1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1482.See file dsdata.txt to determine how the superseded data were derived.
 LU1482
 LU1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK214699(NAD 83)
 LU1482
 LU1482_MARKER: DB = BENCH MARK DISK
 LU1482_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1482_SP_SET: BRIDGE HEADWALL
 LU1482_STAMPING: W 1085 1967
 LU1482_MARK LOGO: CGS   
 LU1482_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1482+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1994
 LU1482
 LU1482  HISTORY     - Date     Condition        Report By
 LU1482  HISTORY     - 1967     MONUMENTED       CGS
 LU1482  HISTORY     - 19880324 GOOD             NGS
 LU1482  HISTORY     - 19920728 GOOD             NGS
 LU1482  HISTORY     - 19940725 GOOD             CADT
 LU1482
 LU1482                          STATION DESCRIPTION
 LU1482
 LU1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1482'9.6 MI N FROM MYERS FLAT.
 LU1482'9.65 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1482'OVERPASS AT MYERS FLAT, IN THE TOP OF THE EAST END OF THE NORTH
 LU1482'CONCRETE ABUTMENT OF HIGH ROCK ROAD UNDERPASS NO. 4-68, AT
 LU1482'HIGHWAY MILEAGE 37.63, 33 FEET EAST OF THE CENTER LINE OF THE
 LU1482'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LU1482
 LU1482                          STATION RECOVERY (1988)
 LU1482
 LU1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1482'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  38.2 KM (23.75
 LU1482'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LU1482'FORTUNA.
 LU1482
 LU1482                          STATION RECOVERY (1992)
 LU1482
 LU1482'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1482'38.2 KM (23.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LU1482'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LU1482'NEAR THE EAST END OF THE NORTH CONCRETE HEADWALL OF THE HIGHWAY
 LU1482'OVERPASS OF HIGH ROCK ROAD, AT MILEPOST 37.63, AND 10.1 M (33.1 FT)
 LU1482'EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LU1482'HIGHWAY.
 LU1482
 LU1482                          STATION RECOVERY (1994)
 LU1482
 LU1482'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 LU1482'FOUND AS DESCRIBED AT THE HIGH ROCK ROAD UNDERCROSSING ON U.S. HIGHWAY
 LU1482'101 AT POSTMILE 37.63.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0234 ***********************************************************************
 LV0234  DESIGNATION -  W 1086
 LV0234  PID         -  LV0234
 LV0234  STATE/COUNTY-  CA/HUMBOLDT
 LV0234  USGS QUAD   -  FORTUNA (1972)
 LV0234
 LV0234                         *CURRENT SURVEY CONTROL
 LV0234  ___________________________________________________________________
 LV0234* NAD 83(1986)-  40 34 14.     (N)    124 08 57.     (W)     SCALED    
 LV0234* NAVD 88     -        15.573  (meters)      51.09   (feet)  ADJUSTED  
 LV0234  ___________________________________________________________________
 LV0234  GEOID HEIGHT-         -30.97  (meters)                     GEOID09
 LV0234  DYNAMIC HT  -          15.565 (meters)      51.07  (feet)  COMP
 LV0234  MODELED GRAV-     980,158.8   (mgal)                       NAVD 88
 LV0234
 LV0234  VERT ORDER  -  FIRST     CLASS II
 LV0234
 LV0234.The horizontal coordinates were scaled from a topographic map and have
 LV0234.an estimated accuracy of +/- 6 seconds.
 LV0234.
 LV0234.The orthometric height was determined by differential leveling and
 LV0234.adjusted in December 1992.
 LV0234
 LV0234.The geoid height was determined by GEOID09.
 LV0234
 LV0234.The dynamic height is computed by dividing the NAVD 88
 LV0234.geopotential number by the normal gravity value computed on the
 LV0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0234.degrees latitude (g = 980.6199 gals.).
 LV0234
 LV0234.The modeled gravity was interpolated from observed gravity values.
 LV0234
 LV0234;                    North         East    Units  Estimated Accuracy
 LV0234;SPC CA 1     -   639,610.    1,818,050.      MT  (+/- 180 meters Scaled)
 LV0234
 LV0234                          SUPERSEDED SURVEY CONTROL
 LV0234
 LV0234  NAVD 88 (06/15/91)   15.598  (m)           51.17   (f) UNKNOWN     1 2
 LV0234  NGVD 29 (12/02/92)   14.591  (m)           47.87   (f) ADJUSTED    1 2
 LV0234
 LV0234.Superseded values are not recommended for survey control.
 LV0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0234.See file dsdata.txt to determine how the superseded data were derived.
 LV0234
 LV0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK027917(NAD 83)
 LV0234
 LV0234_MARKER: DB = BENCH MARK DISK
 LV0234_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0234_SP_SET: HEADWALL
 LV0234_STAMPING: W 1086 1967
 LV0234_MARK LOGO: CGS   
 LV0234_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0234+STABILITY: SURFACE MOTION
 LV0234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0234+SATELLITE: SATELLITE OBSERVATIONS - October 20, 2008
 LV0234
 LV0234  HISTORY     - Date     Condition        Report By
 LV0234  HISTORY     - 1967     MONUMENTED       CGS
 LV0234  HISTORY     - 19880224 GOOD             NGS
 LV0234  HISTORY     - 19920728 GOOD             NGS
 LV0234  HISTORY     - 20081020 GOOD             GEOCAC
 LV0234
 LV0234                          STATION DESCRIPTION
 LV0234
 LV0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0234'2.4 MI S FROM FORTUNA.
 LV0234'2.45 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM FORTUNA OVERPASS AT
 LV0234'FORTUNA, 0.15 MILE NORTHWEST OF BENCH MARK L 100, IN THE TOP
 LV0234'AND 1.0 FOOT NORTH OF THE SOUTH END OF THE WEST CONCRETE HEAD
 LV0234'WALL OF 18-INCH PIPE CULVERT 59.07, 38 FEET WEST OF THE CENTER LINE
 LV0234'OF THE WEST LANES OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0234
 LV0234                          STATION RECOVERY (1988)
 LV0234
 LV0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0234'RECOVERED IN GOOD CONDITION.
 LV0234
 LV0234                          STATION RECOVERY (1992)
 LV0234
 LV0234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0234'4.0 KM (2.50 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0234'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, IN
 LV0234'TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE
 LV0234'HEADWALL OF PIPE CULVERT NUMBER 59.07, AND 11.6 M (38.1 FT) WEST OF
 LV0234'AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY.
 LV0234
 LV0234                          STATION RECOVERY (2008)
 LV0234
 LV0234'RECOVERY NOTE BY GEOCACHING 2008 (HMT)
 LV0234'HH2 (NAD 83) 40 34 06.3 (N)  124 08 55.7 (W)
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0671 ***********************************************************************
 LV0671  DESIGNATION -  W 1401
 LV0671  PID         -  LV0671
 LV0671  STATE/COUNTY-  CA/HUMBOLDT
 LV0671  USGS QUAD   -  SCOTIA (1970)
 LV0671
 LV0671                         *CURRENT SURVEY CONTROL
 LV0671  ___________________________________________________________________
 LV0671* NAD 83(1986)-  40 27 40.     (N)    124 05 02.     (W)     SCALED    
 LV0671* NAVD 88     -        36.867  (meters)     120.95   (feet)  ADJUSTED  
 LV0671  ___________________________________________________________________
 LV0671  GEOID HEIGHT-         -30.73  (meters)                     GEOID09
 LV0671  DYNAMIC HT  -          36.848 (meters)     120.89  (feet)  COMP
 LV0671  MODELED GRAV-     980,106.2   (mgal)                       NAVD 88
 LV0671
 LV0671  VERT ORDER  -  FIRST     CLASS II
 LV0671
 LV0671.The horizontal coordinates were scaled from a topographic map and have
 LV0671.an estimated accuracy of +/- 6 seconds.
 LV0671.
 LV0671.The orthometric height was determined by differential leveling and
 LV0671.adjusted in December 1992.
 LV0671
 LV0671.The geoid height was determined by GEOID09.
 LV0671
 LV0671.The dynamic height is computed by dividing the NAVD 88
 LV0671.geopotential number by the normal gravity value computed on the
 LV0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0671.degrees latitude (g = 980.6199 gals.).
 LV0671
 LV0671.The modeled gravity was interpolated from observed gravity values.
 LV0671
 LV0671;                    North         East    Units  Estimated Accuracy
 LV0671;SPC CA 1     -   627,330.    1,823,280.      MT  (+/- 180 meters Scaled)
 LV0671
 LV0671                          SUPERSEDED SURVEY CONTROL
 LV0671
 LV0671  NAVD 88 (06/15/91)   36.923  (m)          121.14   (f) UNKNOWN     1 2
 LV0671  NGVD 29 (12/02/92)   35.893  (m)          117.76   (f) ADJUSTED    1 2
 LV0671
 LV0671.Superseded values are not recommended for survey control.
 LV0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0671.See file dsdata.txt to determine how the superseded data were derived.
 LV0671
 LV0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK081795(NAD 83)
 LV0671
 LV0671_MARKER: I = METAL ROD
 LV0671_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0671_SP_SET: STAINLESS STEEL ROD
 LV0671_STAMPING: W 1401 1988
 LV0671_MARK LOGO: NGS   
 LV0671_PROJECTION: FLUSH
 LV0671_MAGNETIC: I = MARKER IS A STEEL ROD
 LV0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0671+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0671_ROD/PIPE-DEPTH: 6.1  meters
 LV0671
 LV0671  HISTORY     - Date     Condition        Report By
 LV0671  HISTORY     - 1988     MONUMENTED       NGS
 LV0671  HISTORY     - 19920728 GOOD             NGS
 LV0671
 LV0671                          STATION DESCRIPTION
 LV0671
 LV0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0671'19.3 KM (12.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0671'OVERPASS IN FORTUNA, 15.9 M (52.2 FT) NORTHWEST OF THE CENTER OF THE
 LV0671'NORTH END OF A METAL CULVERT, 12.5 M (41.0 FT) NORTH OF THE
 LV0671'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 8.4 M (27.6 FT)
 LV0671'EAST OF THE CENTER OF A 1 BY 2 FOOT METAL ELECTRO-MATIC CONTROL BOX,
 LV0671'0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 LV0671'SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 LV0671'A 5-INCH LOGO CAP.
 LV0671
 LV0671                          STATION RECOVERY (1992)
 LV0671
 LV0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0671'19.3 KM (12.00 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0671'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0671'15.9 M (52.2 FT) NORTHWEST OF THE NORTH END OF A PIPE CULVERT AT
 LV0671'MILEPOST 49.75, 12.5 M (41.0 FT) NORTH OF THE CENTERLINE OF THE
 LV0671'NORTHBOUND LANES OF THE HIGHWAY, 8.4 M (27.6 FT) EAST OF THE CENTER
 LV0671'OF A ELECTRO-MATIC CONTROL BOX, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE
 LV0671'HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST. NOTE--ACCESS TO
 LV0671'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2310 ***********************************************************************
 LU2310  DESIGNATION -  W 1463
 LU2310  PID         -  LU2310
 LU2310  STATE/COUNTY-  CA/HUMBOLDT
 LU2310  USGS QUAD   -  BRICELAND (1969)
 LU2310
 LU2310                         *CURRENT SURVEY CONTROL
 LU2310  ___________________________________________________________________
 LU2310* NAD 83(1986)-  40 06 07.     (N)    123 55 02.     (W)     SCALED    
 LU2310* NAVD 88     -       201.583  (meters)     661.36   (feet)  ADJUSTED  
 LU2310  ___________________________________________________________________
 LU2310  GEOID HEIGHT-         -30.60  (meters)                     GEOID09
 LU2310  DYNAMIC HT  -         201.472 (meters)     661.00  (feet)  COMP
 LU2310  MODELED GRAV-     980,073.8   (mgal)                       NAVD 88
 LU2310
 LU2310  VERT ORDER  -  FIRST     CLASS II
 LU2310
 LU2310.The horizontal coordinates were scaled from a topographic map and have
 LU2310.an estimated accuracy of +/- 6 seconds.
 LU2310.
 LU2310.The orthometric height was determined by differential leveling and
 LU2310.adjusted in December 1992.
 LU2310
 LU2310.The geoid height was determined by GEOID09.
 LU2310
 LU2310.The dynamic height is computed by dividing the NAVD 88
 LU2310.geopotential number by the normal gravity value computed on the
 LU2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2310.degrees latitude (g = 980.6199 gals.).
 LU2310
 LU2310.The modeled gravity was interpolated from observed gravity values.
 LU2310
 LU2310;                    North         East    Units  Estimated Accuracy
 LU2310;SPC CA 1     -   587,130.    1,836,540.      MT  (+/- 180 meters Scaled)
 LU2310
 LU2310                          SUPERSEDED SURVEY CONTROL
 LU2310
 LU2310  NGVD 29 (12/02/92)  200.649  (m)          658.30   (f) ADJUSTED    1 2
 LU2310
 LU2310.Superseded values are not recommended for survey control.
 LU2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2310.See file dsdata.txt to determine how the superseded data were derived.
 LU2310
 LU2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK218394(NAD 83)
 LU2310
 LU2310_MARKER: I = METAL ROD
 LU2310_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU2310+WITH SETTING: INFORMATION.
 LU2310_SP_SET: METAL ROD DRIVEN INTO GROUND
 LU2310_STAMPING: W 1463
 LU2310_MARK LOGO: NGS   
 LU2310_PROJECTION: FLUSH
 LU2310_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2310+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2310_ROD/PIPE-DEPTH: 2.0  meters
 LU2310
 LU2310  HISTORY     - Date     Condition        Report By
 LU2310  HISTORY     - 1992     MONUMENTED       NGS
 LU2310
 LU2310                          STATION DESCRIPTION
 LU2310
 LU2310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2310'0.1 KM (0.05 MI) NORTHERLY ALONG REDWOOD DRIVE FROM THE POST OFFICE IN
 LU2310'REDWAY, THENCE 11.5 KM (7.15 MI) WESTERLY ALONG BRICELAND ROAD, 52.0
 LU2310'M (170.6 FT) NORTH OF THE NORTH CORNER OF A BRIDGE SPANNING CHINA
 LU2310'CREEK, 16.4 M (53.8 FT) EAST OF THE ROAD CENTERLINE, 0.6 M (2.0 FT)
 LU2310'ABOVE THE LEVEL OF THE ROAD, AND 0.2 M (0.7 FT) WEST OF A WITNESS
 LU2310'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 LU2310'THE ROD WAS DRIVEN TO REFUSAL AND ANCHORED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1198 ***********************************************************************
 LV1198  DESIGNATION -  W 1464
 LV1198  PID         -  LV1198
 LV1198  STATE/COUNTY-  CA/HUMBOLDT
 LV1198  USGS QUAD   -  HONEYDEW (1970)
 LV1198
 LV1198                         *CURRENT SURVEY CONTROL
 LV1198  ___________________________________________________________________
 LV1198* NAD 83(1986)-  40 12 08.     (N)    124 06 05.     (W)     SCALED    
 LV1198* NAVD 88     -       482.315  (meters)    1582.40   (feet)  ADJUSTED  
 LV1198  ___________________________________________________________________
 LV1198  GEOID HEIGHT-         -30.69  (meters)                     GEOID09
 LV1198  DYNAMIC HT  -         482.050 (meters)    1581.53  (feet)  COMP
 LV1198  MODELED GRAV-     980,060.3   (mgal)                       NAVD 88
 LV1198
 LV1198  VERT ORDER  -  FIRST     CLASS II
 LV1198
 LV1198.The horizontal coordinates were scaled from a topographic map and have
 LV1198.an estimated accuracy of +/- 6 seconds.
 LV1198.
 LV1198.The orthometric height was determined by differential leveling and
 LV1198.adjusted in December 1992.
 LV1198
 LV1198.The geoid height was determined by GEOID09.
 LV1198
 LV1198.The dynamic height is computed by dividing the NAVD 88
 LV1198.geopotential number by the normal gravity value computed on the
 LV1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1198.degrees latitude (g = 980.6199 gals.).
 LV1198
 LV1198.The modeled gravity was interpolated from observed gravity values.
 LV1198
 LV1198;                    North         East    Units  Estimated Accuracy
 LV1198;SPC CA 1     -   598,630.    1,821,110.      MT  (+/- 180 meters Scaled)
 LV1198
 LV1198                          SUPERSEDED SURVEY CONTROL
 LV1198
 LV1198  NGVD 29 (12/02/92)  481.370  (m)         1579.29   (f) ADJUSTED    1 2
 LV1198
 LV1198.Superseded values are not recommended for survey control.
 LV1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1198.See file dsdata.txt to determine how the superseded data were derived.
 LV1198
 LV1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK062507(NAD 83)
 LV1198
 LV1198_MARKER: I = METAL ROD
 LV1198_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1198_SP_SET: STAINLESS STEEL ROD
 LV1198_STAMPING: W 1464 1992
 LV1198_MARK LOGO: NGS   
 LV1198_PROJECTION: FLUSH
 LV1198_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1198_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1198_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1198+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1198_ROD/PIPE-DEPTH: 10.9 meters
 LV1198
 LV1198  HISTORY     - Date     Condition        Report By
 LV1198  HISTORY     - 1992     MONUMENTED       NGS
 LV1198
 LV1198                          STATION DESCRIPTION
 LV1198
 LV1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1198'6.8 KM (4.20 MI) SOUTHERLY ALONG WILDER RIDGE ROAD FROM THE JUNCTION
 LV1198'OF MATTOLE ROAD IN HONEYDEW, 44.0 M (144.4 FT) SOUTHEAST OF THE
 LV1198'CENTER OF A DRIVEWAY, 8.8 M (28.9 FT) NORTHEAST OF AND LEVEL WITH THE
 LV1198'ROAD CENTER, AND 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST.
 LV1198'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1248 ***********************************************************************
 LV1248  DESIGNATION -  W 1465
 LV1248  PID         -  LV1248
 LV1248  STATE/COUNTY-  CA/HUMBOLDT
 LV1248  USGS QUAD   -  PETROLIA (1969)
 LV1248
 LV1248                         *CURRENT SURVEY CONTROL
 LV1248  ___________________________________________________________________
 LV1248* NAD 83(1986)-  40 20 46.     (N)    124 20 16.     (W)     SCALED    
 LV1248* NAVD 88     -        82.031  (meters)     269.13   (feet)  ADJUSTED  
 LV1248  ___________________________________________________________________
 LV1248  GEOID HEIGHT-         -31.36  (meters)                     GEOID09
 LV1248  DYNAMIC HT  -          81.994 (meters)     269.01  (feet)  COMP
 LV1248  MODELED GRAV-     980,171.7   (mgal)                       NAVD 88
 LV1248
 LV1248  VERT ORDER  -  FIRST     CLASS II
 LV1248
 LV1248.The horizontal coordinates were scaled from a topographic map and have
 LV1248.an estimated accuracy of +/- 6 seconds.
 LV1248.
 LV1248.The orthometric height was determined by differential leveling and
 LV1248.adjusted in December 1992.
 LV1248
 LV1248.The geoid height was determined by GEOID09.
 LV1248
 LV1248.The dynamic height is computed by dividing the NAVD 88
 LV1248.geopotential number by the normal gravity value computed on the
 LV1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1248.degrees latitude (g = 980.6199 gals.).
 LV1248
 LV1248.The modeled gravity was interpolated from observed gravity values.
 LV1248
 LV1248;                    North         East    Units  Estimated Accuracy
 LV1248;SPC CA 1     -   615,110.    1,801,420.      MT  (+/- 180 meters Scaled)
 LV1248
 LV1248                          SUPERSEDED SURVEY CONTROL
 LV1248
 LV1248  NGVD 29 (12/02/92)   81.081  (m)          266.01   (f) ADJUSTED    1 2
 LV1248
 LV1248.Superseded values are not recommended for survey control.
 LV1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1248.See file dsdata.txt to determine how the superseded data were derived.
 LV1248
 LV1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK863670(NAD 83)
 LV1248
 LV1248_MARKER: I = METAL ROD
 LV1248_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1248_SP_SET: STAINLESS STEEL ROD
 LV1248_STAMPING: W 1465 1992
 LV1248_MARK LOGO: NGS   
 LV1248_PROJECTION: FLUSH
 LV1248_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1248+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1248_ROD/PIPE-DEPTH: 7.3  meters
 LV1248
 LV1248  HISTORY     - Date     Condition        Report By
 LV1248  HISTORY     - 1992     MONUMENTED       NGS
 LV1248
 LV1248                          STATION DESCRIPTION
 LV1248
 LV1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1248'5.9 KM (3.65 MI) NORTHWESTERLY ALONG MATTOLE ROAD FROM THE
 LV1248'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, NEAR THE WEST END OF A
 LV1248'ROAD CUT AT THE CREST OF A HILL, 10.4 M (34.1 FT) NORTH OF AND LEVEL
 LV1248'WITH THE ROAD CENTERLINE, 0.4 M (1.3 FT) SOUTH OF A FENCE, AND 0.2 M
 LV1248'(0.7 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 LV1248'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1225 ***********************************************************************
 LV1225  DESIGNATION -  W 1466
 LV1225  PID         -  LV1225
 LV1225  STATE/COUNTY-  CA/HUMBOLDT
 LV1225  USGS QUAD   -  BULL CREEK (1969)
 LV1225
 LV1225                         *CURRENT SURVEY CONTROL
 LV1225  ___________________________________________________________________
 LV1225* NAD 83(1986)-  40 19 46.     (N)    124 02 18.     (W)     SCALED    
 LV1225* NAVD 88     -       247.873  (meters)     813.23   (feet)  ADJUSTED  
 LV1225  ___________________________________________________________________
 LV1225  GEOID HEIGHT-         -30.56  (meters)                     GEOID09
 LV1225  DYNAMIC HT  -         247.744 (meters)     812.81  (feet)  COMP
 LV1225  MODELED GRAV-     980,100.3   (mgal)                       NAVD 88
 LV1225
 LV1225  VERT ORDER  -  FIRST     CLASS II
 LV1225
 LV1225.The horizontal coordinates were scaled from a topographic map and have
 LV1225.an estimated accuracy of +/- 6 seconds.
 LV1225.
 LV1225.The orthometric height was determined by differential leveling and
 LV1225.adjusted in December 1992.
 LV1225
 LV1225.The geoid height was determined by GEOID09.
 LV1225
 LV1225.The dynamic height is computed by dividing the NAVD 88
 LV1225.geopotential number by the normal gravity value computed on the
 LV1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1225.degrees latitude (g = 980.6199 gals.).
 LV1225
 LV1225.The modeled gravity was interpolated from observed gravity values.
 LV1225
 LV1225;                    North         East    Units  Estimated Accuracy
 LV1225;SPC CA 1     -   612,620.    1,826,810.      MT  (+/- 180 meters Scaled)
 LV1225
 LV1225                          SUPERSEDED SURVEY CONTROL
 LV1225
 LV1225  NGVD 29 (12/02/92)  246.920  (m)          810.10   (f) ADJUSTED    1 2
 LV1225
 LV1225.Superseded values are not recommended for survey control.
 LV1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1225.See file dsdata.txt to determine how the superseded data were derived.
 LV1225
 LV1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK117648(NAD 83)
 LV1225
 LV1225_MARKER: I = METAL ROD
 LV1225_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1225_SP_SET: STAINLESS STEEL ROD
 LV1225_STAMPING: W 1466 1992
 LV1225_MARK LOGO: NGS   
 LV1225_PROJECTION: FLUSH
 LV1225_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1225_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1225+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1225_ROD/PIPE-DEPTH: 6.1  meters
 LV1225
 LV1225  HISTORY     - Date     Condition        Report By
 LV1225  HISTORY     - 1992     MONUMENTED       NGS
 LV1225
 LV1225                          STATION DESCRIPTION
 LV1225
 LV1225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1225'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LV1225'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LV1225'REDWOOD DRIVE, THENCE 39.6 KM (24.60 MI) NORTHERLY ALONG U.S. HIGHWAY
 LV1225'101, THENCE 13.5 KM (8.40 MI) SOUTHWESTERLY ALONG MATTOLE ROAD, NEAR
 LV1225'THE CENTER OF A SMALL CLEARING AT THE EAST END OF A ROAD CUT, 10.5 M
 LV1225'(34.4 FT) NORTH OF THE ROAD CENTERLINE, 10.0 M (32.8 FT)
 LV1225'EAST-NORTHEAST OF THE EAST END OF THE CUT, 3.0 M (9.8 FT) SOUTH OF THE
 LV1225'SOUTH FACE OF A CUT IN A DIRT BANK, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 LV1225'THE ROAD, AND 0.2 M (0.7 FT) SOUTH OF A WITNESS POST.  NOTE--ACCESS
 LV1225'TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1272 ***********************************************************************
 LV1272  DESIGNATION -  W 1467
 LV1272  PID         -  LV1272
 LV1272  STATE/COUNTY-  CA/HUMBOLDT
 LV1272  USGS QUAD   -  CAPETOWN (1969)
 LV1272
 LV1272                         *CURRENT SURVEY CONTROL
 LV1272  ___________________________________________________________________
 LV1272* NAD 83(1986)-  40 29 57.     (N)    124 15 53.     (W)     SCALED    
 LV1272* NAVD 88     -       583.393  (meters)    1914.02   (feet)  ADJUSTED  
 LV1272  ___________________________________________________________________
 LV1272  GEOID HEIGHT-         -31.11  (meters)                     GEOID09
 LV1272  DYNAMIC HT  -         583.076 (meters)    1912.98  (feet)  COMP
 LV1272  MODELED GRAV-     980,063.6   (mgal)                       NAVD 88
 LV1272
 LV1272  VERT ORDER  -  FIRST     CLASS II
 LV1272
 LV1272.The horizontal coordinates were scaled from a topographic map and have
 LV1272.an estimated accuracy of +/- 6 seconds.
 LV1272.
 LV1272.The orthometric height was determined by differential leveling and
 LV1272.adjusted in December 1992.
 LV1272
 LV1272.The geoid height was determined by GEOID09.
 LV1272
 LV1272.The dynamic height is computed by dividing the NAVD 88
 LV1272.geopotential number by the normal gravity value computed on the
 LV1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1272.degrees latitude (g = 980.6199 gals.).
 LV1272
 LV1272.The modeled gravity was interpolated from observed gravity values.
 LV1272
 LV1272;                    North         East    Units  Estimated Accuracy
 LV1272;SPC CA 1     -   631,930.    1,808,060.      MT  (+/- 180 meters Scaled)
 LV1272
 LV1272                          SUPERSEDED SURVEY CONTROL
 LV1272
 LV1272  NGVD 29 (12/02/92)  582.402  (m)         1910.76   (f) ADJUSTED    1 2
 LV1272
 LV1272.Superseded values are not recommended for survey control.
 LV1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1272.See file dsdata.txt to determine how the superseded data were derived.
 LV1272
 LV1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK928839(NAD 83)
 LV1272
 LV1272_MARKER: I = METAL ROD
 LV1272_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1272_SP_SET: STAINLESS STEEL ROD
 LV1272_STAMPING: W 1467 1992
 LV1272_MARK LOGO: NGS   
 LV1272_PROJECTION: FLUSH
 LV1272_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1272+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1272_ROD/PIPE-DEPTH: 12.1 meters
 LV1272
 LV1272  HISTORY     - Date     Condition        Report By
 LV1272  HISTORY     - 1992     MONUMENTED       NGS
 LV1272
 LV1272                          STATION DESCRIPTION
 LV1272
 LV1272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1272'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1272'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1272'AVENUE, THENCE 9.8 KM (6.10 MI) SOUTHERLY ALONG MATTOLE ROAD, THENCE
 LV1272'2.1 KM (1.30 MI) SOUTHEASTERLY ALONG BEAR RIVER RIDGE ROAD, 7.1 M
 LV1272'(23.3 FT) NORTH OF THE ROAD CENTER, 5.8 M (19.0 FT) NORTHWEST OF THE
 LV1272'NORTHWEST CORNER OF A CATTLE GUARD, 0.6 M (2.0 FT) BELOW THE LEVEL OF
 LV1272'THE ROAD, AND 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS POST AND FENCE.
 LV1272'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0425 ***********************************************************************
 LV0425  DESIGNATION -  W 268
 LV0425  PID         -  LV0425
 LV0425  STATE/COUNTY-  CA/HUMBOLDT
 LV0425  USGS QUAD   -  BULL CREEK (1969)
 LV0425
 LV0425                         *CURRENT SURVEY CONTROL
 LV0425  ___________________________________________________________________
 LV0425* NAD 83(1986)-  40 16 00.     (N)    124 05 15.     (W)     SCALED    
 LV0425* NAVD 88     -       713.228  (meters)    2339.98   (feet)  ADJUSTED  
 LV0425  ___________________________________________________________________
 LV0425  GEOID HEIGHT-         -30.69  (meters)                     GEOID09
 LV0425  DYNAMIC HT  -         712.804 (meters)    2338.59  (feet)  COMP
 LV0425  MODELED GRAV-     980,006.8   (mgal)                       NAVD 88
 LV0425
 LV0425  VERT ORDER  -  FIRST     CLASS II
 LV0425
 LV0425.The horizontal coordinates were scaled from a topographic map and have
 LV0425.an estimated accuracy of +/- 6 seconds.
 LV0425.
 LV0425.The orthometric height was determined by differential leveling and
 LV0425.adjusted in December 1992.
 LV0425
 LV0425.The geoid height was determined by GEOID09.
 LV0425
 LV0425.The dynamic height is computed by dividing the NAVD 88
 LV0425.geopotential number by the normal gravity value computed on the
 LV0425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0425.degrees latitude (g = 980.6199 gals.).
 LV0425
 LV0425.The modeled gravity was interpolated from observed gravity values.
 LV0425
 LV0425;                    North         East    Units  Estimated Accuracy
 LV0425;SPC CA 1     -   605,750.    1,822,460.      MT  (+/- 180 meters Scaled)
 LV0425
 LV0425                          SUPERSEDED SURVEY CONTROL
 LV0425
 LV0425  NGVD 29 (12/02/92)  712.247  (m)         2336.76   (f) ADJUSTED    1 2
 LV0425
 LV0425.Superseded values are not recommended for survey control.
 LV0425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0425.See file dsdata.txt to determine how the superseded data were derived.
 LV0425
 LV0425_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK075579(NAD 83)
 LV0425
 LV0425_MARKER: DB = BENCH MARK DISK
 LV0425_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0425_SP_SET: PREFAB CONC. POST IN EARTH
 LV0425_STAMPING: W 268 1935
 LV0425_MARK LOGO: CGS   
 LV0425_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0425+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1992
 LV0425
 LV0425  HISTORY     - Date     Condition        Report By
 LV0425  HISTORY     - 1935     MONUMENTED       CGS
 LV0425  HISTORY     - 19920920 GOOD             NGS
 LV0425
 LV0425                          STATION DESCRIPTION
 LV0425
 LV0425'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LV0425'5.1 MI NE FROM HONEYDEW.
 LV0425'5.1 MILES NORTHEAST ALONG THE DYERVILLE ROAD FROM HONEYDEW,
 LV0425'HUMBOLDT COUNTY, AT WINDY NIP GAP, 21 FEET SOUTHEAST OF THE
 LV0425'CENTERLINE OF THE ROAD, 7 FEET SOUTHWEST OF THE CENTER OF A
 LV0425'GATE AT THE ENTRANCE TO A PASTURE, AND 3 FEET SOUTHWEST OF A FENCE
 LV0425'JUNCTION.  A STANDARD DISK STAMPED W 268 1935 AND SET IN THE TOP
 LV0425'OF A CONCRETE POST.
 LV0425
 LV0425                          STATION RECOVERY (1992)
 LV0425
 LV0425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0425'8.0 KM (4.95 MI) NORTHEASTERLY ALONG MATTOLE ROAD FROM THE JUNCTION OF
 LV0425'WILDER RIDGE ROAD IN HONEYDEW, 23.4 M (76.8 FT) SOUTHWEST OF A
 LV0425'UTILITY POLE WITH A GUY CABLE, 13.0 M (42.7 FT) SOUTHWEST OF THE
 LV0425'CENTER OF A DRIVEWAY, 6.1 M (20.0 FT) SOUTHEAST OF THE ROAD
 LV0425'CENTERLINE, 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE ROAD, 0.2 M
 LV0425'(0.7 FT) SOUTHEAST OF A WITNESS POST, AND THE MONUMENT PROJECTS 0.1 M
 LV0425'(0.3 FT) ABOVE THE GROUND SURFACE.  NOTE--THE MONUMENT IS CHIPPED ON
 LV0425'ALL SIDES, BUT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1259 ***********************************************************************
 LU1259  DESIGNATION -  X 101 RESET
 LU1259  PID         -  LU1259
 LU1259  STATE/COUNTY-  CA/HUMBOLDT
 LU1259  USGS QUAD   -  GARBERVILLE (1970)
 LU1259
 LU1259                         *CURRENT SURVEY CONTROL
 LU1259  ___________________________________________________________________
 LU1259* NAD 83(1986)-  40 06 24.     (N)    123 47 42.     (W)     SCALED    
 LU1259* NAVD 88     -       129.482  (meters)     424.81   (feet)  ADJUSTED  
 LU1259  ___________________________________________________________________
 LU1259  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 LU1259  DYNAMIC HT  -         129.411 (meters)     424.58  (feet)  COMP
 LU1259  MODELED GRAV-     980,079.9   (mgal)                       NAVD 88
 LU1259
 LU1259  VERT ORDER  -  FIRST     CLASS II
 LU1259
 LU1259.The horizontal coordinates were scaled from a topographic map and have
 LU1259.an estimated accuracy of +/- 6 seconds.
 LU1259.
 LU1259.The orthometric height was determined by differential leveling and
 LU1259.adjusted in December 1992.
 LU1259
 LU1259.The geoid height was determined by GEOID09.
 LU1259
 LU1259.The dynamic height is computed by dividing the NAVD 88
 LU1259.geopotential number by the normal gravity value computed on the
 LU1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1259.degrees latitude (g = 980.6199 gals.).
 LU1259
 LU1259.The modeled gravity was interpolated from observed gravity values.
 LU1259
 LU1259;                    North         East    Units  Estimated Accuracy
 LU1259;SPC CA 1     -   587,440.    1,846,970.      MT  (+/- 180 meters Scaled)
 LU1259
 LU1259                          SUPERSEDED SURVEY CONTROL
 LU1259
 LU1259  NAVD 88 (06/15/91)  129.482  (m)          424.81   (f) UNKNOWN     1 2
 LU1259  NGVD 29 (12/02/92)  128.556  (m)          421.77   (f) ADJUSTED    1 2
 LU1259
 LU1259.Superseded values are not recommended for survey control.
 LU1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1259.See file dsdata.txt to determine how the superseded data were derived.
 LU1259
 LU1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK322398(NAD 83)
 LU1259
 LU1259_MARKER: DB = BENCH MARK DISK
 LU1259_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1259_SP_SET: ABUTMENT
 LU1259_STAMPING: X 101 RESET 1963
 LU1259_MARK LOGO: CGS   
 LU1259_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1259_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1259+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1259
 LU1259  HISTORY     - Date     Condition        Report By
 LU1259  HISTORY     - 1963     MONUMENTED       CGS
 LU1259  HISTORY     - 1967     GOOD             CGS
 LU1259  HISTORY     - 19880330 GOOD             NGS
 LU1259  HISTORY     - 19920729 GOOD             NGS
 LU1259
 LU1259                          STATION DESCRIPTION
 LU1259
 LU1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1259'0.5 MI N FROM GARBERVILLE.
 LU1259'0.5 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT
 LU1259'GARBERVILLE, AT HIGHWAY MILEAGE 10.26, IN THE TOP OF THE EAST
 LU1259'CONCRETE CURB OF BEAR CREEK BRIDGE 4-04, 9.0 FEET NORTH OF THE
 LU1259'SOUTH END OF THE CURB, 20 FEET EAST OF THE CENTER LINE OF THE
 LU1259'HIGHWAY, 0.1 FOOT WEST OF THE EAST STEEL GUARDRAIL, AND ABOUT
 LU1259'LEVEL WITH THE HIGHWAY.
 LU1259
 LU1259                          STATION RECOVERY (1988)
 LU1259
 LU1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1259'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 LU1259'CHANGE--U.S. HIGHWAY 101 TO REDWOOD DRIVE.
 LU1259
 LU1259                          STATION RECOVERY (1992)
 LU1259
 LU1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1259'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1259'OFFICE IN GARBERVILLE, THENCE 0.9 KM (0.55 MI) NORTHERLY ALONG
 LU1259'REDWOOD DRIVE, IN TOP OF AND 2.7 M (8.9 FT) NORTH OF THE SOUTH END OF
 LU1259'THE EAST CONCRETE ABUTMENT CURB OF A BRIDGE SPANNING BEAR CREEK, AT
 LU1259'MILEPOST 10.26, AND 6.1 M (20.0 FT) EAST OF AND LEVEL WITH THE DRIVE
 LU1259'CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1280 ***********************************************************************
 LU1280  DESIGNATION -  X 1084
 LU1280  PID         -  LU1280
 LU1280  STATE/COUNTY-  CA/HUMBOLDT
 LU1280  USGS QUAD   -  MIRANDA (1970)
 LU1280
 LU1280                         *CURRENT SURVEY CONTROL
 LU1280  ___________________________________________________________________
 LU1280* NAD 83(1986)-  40 13 10.     (N)    123 48 39.     (W)     SCALED    
 LU1280* NAVD 88     -       102.652  (meters)     336.78   (feet)  ADJUSTED  
 LU1280  ___________________________________________________________________
 LU1280  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 LU1280  DYNAMIC HT  -         102.595 (meters)     336.60  (feet)  COMP
 LU1280  MODELED GRAV-     980,077.7   (mgal)                       NAVD 88
 LU1280
 LU1280  VERT ORDER  -  FIRST     CLASS II
 LU1280
 LU1280.The horizontal coordinates were scaled from a topographic map and have
 LU1280.an estimated accuracy of +/- 6 seconds.
 LU1280.
 LU1280.The orthometric height was determined by differential leveling and
 LU1280.adjusted in December 1992.
 LU1280
 LU1280.The geoid height was determined by GEOID09.
 LU1280
 LU1280.The dynamic height is computed by dividing the NAVD 88
 LU1280.geopotential number by the normal gravity value computed on the
 LU1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1280.degrees latitude (g = 980.6199 gals.).
 LU1280
 LU1280.The modeled gravity was interpolated from observed gravity values.
 LU1280
 LU1280;                    North         East    Units  Estimated Accuracy
 LU1280;SPC CA 1     -   599,990.    1,845,880.      MT  (+/- 180 meters Scaled)
 LU1280
 LU1280                          SUPERSEDED SURVEY CONTROL
 LU1280
 LU1280  NAVD 88 (06/15/91)  102.659  (m)          336.81   (f) UNKNOWN     1 2
 LU1280  NGVD 29 (12/02/92)  101.726  (m)          333.75   (f) ADJUSTED    1 2
 LU1280
 LU1280.Superseded values are not recommended for survey control.
 LU1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1280.See file dsdata.txt to determine how the superseded data were derived.
 LU1280
 LU1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK310524(NAD 83)
 LU1280
 LU1280_MARKER: DB = BENCH MARK DISK
 LU1280_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU1280_SP_SET: HEADWALL
 LU1280_STAMPING: X 1084 1967
 LU1280_MARK LOGO: CGS   
 LU1280_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1280+STABILITY: SURFACE MOTION
 LU1280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1280+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1280
 LU1280  HISTORY     - Date     Condition        Report By
 LU1280  HISTORY     - 1967     MONUMENTED       CGS
 LU1280  HISTORY     - 19880328 GOOD             NGS
 LU1280  HISTORY     - 19920729 GOOD             NGS
 LU1280
 LU1280                          STATION DESCRIPTION
 LU1280
 LU1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1280'1.7 MI S FROM MIRANDA.
 LU1280'1.7 MILES SOUTH ALONG AVENUE OF THE GIANTS FROM SOUTH FORK UNION
 LU1280'HIGH SCHOOL AT MIRANDA, 0.05 MILE EAST OF THE JUNCTION OF A PAVED
 LU1280'ROAD SOUTHEAST TO THE FREEWAY, 0.05 MILE EAST OF A SERVICE
 LU1280'STATION, IN THE TOP AND 1.0 FOOT WEST OF THE EAST END OF THE
 LU1280'CONCRETE HEAD WALL OF 24-INCH PIPE CULVERT 4.79, 18 FEET NORTH
 LU1280'OF THE CENTER LINE OF THE AVENUE, AND ABOUT LEVEL WITH THE AVENUE.
 LU1280
 LU1280                          STATION RECOVERY (1988)
 LU1280
 LU1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1280'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.5 KM (6.50
 LU1280'MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE IN
 LU1280'GARBERVILLE, THENCE 7.7 KM (4.80 MI) NORTHERLY ALONG THE AVENUE OF
 LU1280'THE GIANTS.
 LU1280
 LU1280                          STATION RECOVERY (1992)
 LU1280
 LU1280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1280'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1280'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LU1280'REDWOOD DRIVE, THENCE 10.3 KM (6.40 MI) NORTHERLY ALONG U.S. HIGHWAY
 LU1280'101, THENCE 7.9 KM (4.90 MI) NORTHERLY ALONG THE AVENUE OF THE
 LU1280'GIANTS, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE
 LU1280'NORTH CONCRETE HEADWALL OF A PIPE CULVERT AT MILEPOST 4.79, 0.1 KM
 LU1280'(0.05 MI) EAST OF THE INTERSECTION OF A PAVED ROAD LEADING EAST TO
 LU1280'U.S. HIGHWAY 101, AND 5.5 M (18.0 FT) NORTH OF AND LEVEL WITH THE
 LU1280'AVENUE CENTERLINE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0236 ***********************************************************************
 LV0236  DESIGNATION -  X 1086
 LV0236  PID         -  LV0236
 LV0236  STATE/COUNTY-  CA/HUMBOLDT
 LV0236  USGS QUAD   -  FORTUNA (1972)
 LV0236
 LV0236                         *CURRENT SURVEY CONTROL
 LV0236  ___________________________________________________________________
 LV0236* NAD 83(1986)-  40 34 55.     (N)    124 09 03.     (W)     SCALED    
 LV0236* NAVD 88     -        14.841  (meters)      48.69   (feet)  ADJUSTED  
 LV0236  ___________________________________________________________________
 LV0236  GEOID HEIGHT-         -30.96  (meters)                     GEOID09
 LV0236  DYNAMIC HT  -          14.834 (meters)      48.67  (feet)  COMP
 LV0236  MODELED GRAV-     980,160.7   (mgal)                       NAVD 88
 LV0236
 LV0236  VERT ORDER  -  FIRST     CLASS II
 LV0236
 LV0236.The horizontal coordinates were scaled from a topographic map and have
 LV0236.an estimated accuracy of +/- 6 seconds.
 LV0236.
 LV0236.The orthometric height was determined by differential leveling and
 LV0236.adjusted in December 1992.
 LV0236
 LV0236.The geoid height was determined by GEOID09.
 LV0236
 LV0236.The dynamic height is computed by dividing the NAVD 88
 LV0236.geopotential number by the normal gravity value computed on the
 LV0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0236.degrees latitude (g = 980.6199 gals.).
 LV0236
 LV0236.The modeled gravity was interpolated from observed gravity values.
 LV0236
 LV0236;                    North         East    Units  Estimated Accuracy
 LV0236;SPC CA 1     -   640,880.    1,817,940.      MT  (+/- 180 meters Scaled)
 LV0236
 LV0236                          SUPERSEDED SURVEY CONTROL
 LV0236
 LV0236  NAVD 88 (06/15/91)   14.860  (m)           48.75   (f) UNKNOWN     1 2
 LV0236  NGVD 29 (12/02/92)   13.858  (m)           45.47   (f) ADJUSTED    1 2
 LV0236
 LV0236.Superseded values are not recommended for survey control.
 LV0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0236.See file dsdata.txt to determine how the superseded data were derived.
 LV0236
 LV0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK026929(NAD 83)
 LV0236
 LV0236_MARKER: DB = BENCH MARK DISK
 LV0236_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0236_SP_SET: WINGWALL
 LV0236_STAMPING: X 1086 1967
 LV0236_MARK LOGO: CGS   
 LV0236_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0236+STABILITY: SURFACE MOTION
 LV0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0236+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0236
 LV0236  HISTORY     - Date     Condition        Report By
 LV0236  HISTORY     - 1967     MONUMENTED       CGS
 LV0236  HISTORY     - 19880224 GOOD             NGS
 LV0236  HISTORY     - 19920728 GOOD             NGS
 LV0236
 LV0236                          STATION DESCRIPTION
 LV0236
 LV0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0236'1.6 MI S FROM FORTUNA.
 LV0236'1.6 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM FORTUNA OVERPASS AT
 LV0236'FORTUNA, AT HIGHWAY MILEAGE 59.94, IN THE TOP AND 1.0 FOOT NORTHWEST
 LV0236'OF THE SOUTHEAST END OF THE SOUTHEAST CONCRETE WING WALL OF
 LV0236'BRIDGE 4-107 OVER STRONGS CREEK, 34 FEET EAST OF THE CENTER LINE OF
 LV0236'THE EAST LANES OF THE HIGHWAY, 26 FEET SOUTHEAST OF THE SOUTH END
 LV0236'OF THE EAST GUARDRAIL OF BRIDGE, AND ABOUT 1 1/2 FEET LOWER THAN
 LV0236'THE HIGHWAY.
 LV0236
 LV0236                          STATION RECOVERY (1988)
 LV0236
 LV0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0236'RECOVERED IN GOOD CONDITION.
 LV0236
 LV0236                          STATION RECOVERY (1992)
 LV0236
 LV0236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0236'2.6 KM (1.60 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0236'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, IN
 LV0236'TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 LV0236'SOUTHEAST CONCRETE WINGWALL OF A BRIDGE SPANNING STRONGS CREEK, 10.4
 LV0236'M (34.1 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LV0236'HIGHWAY, AND 0.4 M (1.3 FT) BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0672 ***********************************************************************
 LV0672  DESIGNATION -  X 1401
 LV0672  PID         -  LV0672
 LV0672  STATE/COUNTY-  CA/HUMBOLDT
 LV0672  USGS QUAD   -  SCOTIA (1970)
 LV0672
 LV0672                         *CURRENT SURVEY CONTROL
 LV0672  ___________________________________________________________________
 LV0672* NAD 83(1986)-  40 27 18.     (N)    124 03 56.     (W)     SCALED    
 LV0672* NAVD 88     -        50.071  (meters)     164.27   (feet)  ADJUSTED  
 LV0672  ___________________________________________________________________
 LV0672  GEOID HEIGHT-         -30.70  (meters)                     GEOID09
 LV0672  DYNAMIC HT  -          50.045 (meters)     164.19  (feet)  COMP
 LV0672  MODELED GRAV-     980,110.2   (mgal)                       NAVD 88
 LV0672
 LV0672  VERT ORDER  -  FIRST     CLASS II
 LV0672
 LV0672.The horizontal coordinates were scaled from a topographic map and have
 LV0672.an estimated accuracy of +/- 6 seconds.
 LV0672.
 LV0672.The orthometric height was determined by differential leveling and
 LV0672.adjusted in December 1992.
 LV0672
 LV0672.The geoid height was determined by GEOID09.
 LV0672
 LV0672.The dynamic height is computed by dividing the NAVD 88
 LV0672.geopotential number by the normal gravity value computed on the
 LV0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0672.degrees latitude (g = 980.6199 gals.).
 LV0672
 LV0672.The modeled gravity was interpolated from observed gravity values.
 LV0672
 LV0672;                    North         East    Units  Estimated Accuracy
 LV0672;SPC CA 1     -   626,610.    1,824,820.      MT  (+/- 180 meters Scaled)
 LV0672
 LV0672                          SUPERSEDED SURVEY CONTROL
 LV0672
 LV0672  NAVD 88 (06/15/91)   50.219  (m)          164.76   (f) UNKNOWN     1 2
 LV0672  NGVD 29 (12/02/92)   49.099  (m)          161.09   (f) ADJUSTED    1 2
 LV0672
 LV0672.Superseded values are not recommended for survey control.
 LV0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0672.See file dsdata.txt to determine how the superseded data were derived.
 LV0672
 LV0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK096788(NAD 83)
 LV0672
 LV0672_MARKER: DV = VERTICAL CONTROL DISK
 LV0672_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0672_SP_SET: ABUTMENT
 LV0672_STAMPING: X 1401 1988
 LV0672_MARK LOGO: NGS   
 LV0672_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0672_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0672+STABILITY: POSITION/ELEVATION WELL
 LV0672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0672+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0672
 LV0672  HISTORY     - Date     Condition        Report By
 LV0672  HISTORY     - 1988     MONUMENTED       NGS
 LV0672  HISTORY     - 19920728 GOOD             NGS
 LV0672
 LV0672                          STATION DESCRIPTION
 LV0672
 LV0672'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0672'21.0 KM (13.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0672'OVERPASS IN FORTUNA, IN THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 LV0672'ABUTMENT OF A HIGHWAY BRIDGE SPANNING THE EEL RIVER, 6.0 M (19.7 FT)
 LV0672'NORTHWEST OF THE SOUTHEAST END OF A CONCRETE GUARDRAIL, 5.1 M (16.7
 LV0672'FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 LV0672'HIGHWAY, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.1 M
 LV0672'(0.3 FT) NORTHEAST OF THE SOUTHWEST FACE OF THE ABUTMENT.
 LV0672
 LV0672                          STATION RECOVERY (1992)
 LV0672
 LV0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0672'21.0 KM (13.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0672'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0672'NEAR THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A
 LV0672'HIGHWAY BRIDGE SPANNING THE EEL RIVER, 6.0 M (19.7 FT) NORTHWEST OF
 LV0672'THE SOUTHEAST END OF A GUARDRAIL, 5.1 M (16.7 FT) SOUTHWEST OF THE
 LV0672'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 0.6 M (2.0 FT)
 LV0672'ABOVE THE LEVEL OF THE HIGHWAY, AND 0.1 M (0.3 FT) NORTHEAST OF THE
 LV0672'SOUTHWEST FACE OF THE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2311 ***********************************************************************
 LU2311  DESIGNATION -  X 1463
 LU2311  PID         -  LU2311
 LU2311  STATE/COUNTY-  CA/HUMBOLDT
 LU2311  USGS QUAD   -  BRICELAND (1969)
 LU2311
 LU2311                         *CURRENT SURVEY CONTROL
 LU2311  ___________________________________________________________________
 LU2311* NAD 83(1986)-  40 06 05.     (N)    123 55 32.     (W)     SCALED    
 LU2311* NAVD 88     -       249.261  (meters)     817.78   (feet)  ADJUSTED  
 LU2311  ___________________________________________________________________
 LU2311  GEOID HEIGHT-         -30.60  (meters)                     GEOID09
 LU2311  DYNAMIC HT  -         249.127 (meters)     817.34  (feet)  COMP
 LU2311  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 LU2311
 LU2311  VERT ORDER  -  FIRST     CLASS II
 LU2311
 LU2311.The horizontal coordinates were scaled from a topographic map and have
 LU2311.an estimated accuracy of +/- 6 seconds.
 LU2311.
 LU2311.The orthometric height was determined by differential leveling and
 LU2311.adjusted in December 1992.
 LU2311
 LU2311.The geoid height was determined by GEOID09.
 LU2311
 LU2311.The dynamic height is computed by dividing the NAVD 88
 LU2311.geopotential number by the normal gravity value computed on the
 LU2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2311.degrees latitude (g = 980.6199 gals.).
 LU2311
 LU2311.The modeled gravity was interpolated from observed gravity values.
 LU2311
 LU2311;                    North         East    Units  Estimated Accuracy
 LU2311;SPC CA 1     -   587,090.    1,835,830.      MT  (+/- 180 meters Scaled)
 LU2311
 LU2311                          SUPERSEDED SURVEY CONTROL
 LU2311
 LU2311  NGVD 29 (12/02/92)  248.330  (m)          814.73   (f) ADJUSTED    1 2
 LU2311
 LU2311.Superseded values are not recommended for survey control.
 LU2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2311.See file dsdata.txt to determine how the superseded data were derived.
 LU2311
 LU2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK211394(NAD 83)
 LU2311
 LU2311_MARKER: DV = VERTICAL CONTROL DISK
 LU2311_SETTING: 66 = SET IN ROCK OUTCROP
 LU2311_SP_SET: BEDROCK
 LU2311_STAMPING: X 1463 1992
 LU2311_MARK LOGO: NGS   
 LU2311_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU2311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU2311+STABILITY: POSITION/ELEVATION WELL
 LU2311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2311+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2311
 LU2311  HISTORY     - Date     Condition        Report By
 LU2311  HISTORY     - 1992     MONUMENTED       NGS
 LU2311
 LU2311                          STATION DESCRIPTION
 LU2311
 LU2311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2311'0.1 KM (0.05 MI) NORTHERLY ALONG REDWOOD DRIVE FROM THE POST OFFICE IN
 LU2311'REDWAY, THENCE 12.8 KM (7.95 MI) WESTERLY ALONG BRICELAND ROAD, NEAR
 LU2311'THE CENTER OF A 4 BY 6-FOOT EXPOSED AREA OF BEDROCK IN A ROAD CUT,
 LU2311'45.0 M (147.6 FT) NORTH OF THE SOUTH END OF THE CUT, 5.9 M (19.4 FT)
 LU2311'EAST OF THE ROAD CENTERLINE, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 LU2311'ROAD, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1199 ***********************************************************************
 LV1199  DESIGNATION -  X 1464
 LV1199  PID         -  LV1199
 LV1199  STATE/COUNTY-  CA/HUMBOLDT
 LV1199  USGS QUAD   -  HONEYDEW (1970)
 LV1199
 LV1199                         *CURRENT SURVEY CONTROL
 LV1199  ___________________________________________________________________
 LV1199* NAD 83(1986)-  40 12 30.     (N)    124 06 15.     (W)     SCALED    
 LV1199* NAVD 88     -       431.718  (meters)    1416.39   (feet)  ADJUSTED  
 LV1199  ___________________________________________________________________
 LV1199  GEOID HEIGHT-         -30.70  (meters)                     GEOID09
 LV1199  DYNAMIC HT  -         431.483 (meters)    1415.62  (feet)  COMP
 LV1199  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 LV1199
 LV1199  VERT ORDER  -  FIRST     CLASS II
 LV1199
 LV1199.The horizontal coordinates were scaled from a topographic map and have
 LV1199.an estimated accuracy of +/- 6 seconds.
 LV1199.
 LV1199.The orthometric height was determined by differential leveling and
 LV1199.adjusted in December 1992.
 LV1199
 LV1199.The geoid height was determined by GEOID09.
 LV1199
 LV1199.The dynamic height is computed by dividing the NAVD 88
 LV1199.geopotential number by the normal gravity value computed on the
 LV1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1199.degrees latitude (g = 980.6199 gals.).
 LV1199
 LV1199.The modeled gravity was interpolated from observed gravity values.
 LV1199
 LV1199;                    North         East    Units  Estimated Accuracy
 LV1199;SPC CA 1     -   599,310.    1,820,890.      MT  (+/- 180 meters Scaled)
 LV1199
 LV1199                          SUPERSEDED SURVEY CONTROL
 LV1199
 LV1199  NGVD 29 (12/02/92)  430.773  (m)         1413.29   (f) ADJUSTED    1 2
 LV1199
 LV1199.Superseded values are not recommended for survey control.
 LV1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1199.See file dsdata.txt to determine how the superseded data were derived.
 LV1199
 LV1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK060514(NAD 83)
 LV1199
 LV1199_MARKER: I = METAL ROD
 LV1199_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1199_SP_SET: STAINLESS STEEL ROD
 LV1199_STAMPING: X 1464 1992
 LV1199_MARK LOGO: NGS   
 LV1199_PROJECTION: FLUSH
 LV1199_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1199_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1199+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1199_ROD/PIPE-DEPTH: 5.9  meters
 LV1199
 LV1199  HISTORY     - Date     Condition        Report By
 LV1199  HISTORY     - 1992     MONUMENTED       NGS
 LV1199
 LV1199                          STATION DESCRIPTION
 LV1199
 LV1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1199'5.9 KM (3.65 MI) SOUTHERLY ALONG WILDER RIDGE ROAD FROM THE JUNCTION
 LV1199'OF MATTOLE ROAD IN HONEYDEW, 39.5 M (129.6 FT) SOUTHEAST OF THE
 LV1199'CENTER OF A DRIVEWAY, 6.2 M (20.3 FT) NORTHEAST OF THE ROAD CENTER,
 LV1199'5.1 M (16.7 FT) SOUTHEAST OF UTILITY POLE NUMBER 53, 0.6 M (2.0 FT)
 LV1199'ABOVE THE LEVEL OF A ROAD, AND 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS
 LV1199'POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1249 ***********************************************************************
 LV1249  DESIGNATION -  X 1465
 LV1249  PID         -  LV1249
 LV1249  STATE/COUNTY-  CA/HUMBOLDT
 LV1249  USGS QUAD   -  PETROLIA (1969)
 LV1249
 LV1249                         *CURRENT SURVEY CONTROL
 LV1249  ___________________________________________________________________
 LV1249* NAD 83(1986)-  40 20 45.     (N)    124 20 47.     (W)     SCALED    
 LV1249* NAVD 88     -        94.421  (meters)     309.78   (feet)  ADJUSTED  
 LV1249  ___________________________________________________________________
 LV1249  GEOID HEIGHT-         -31.40  (meters)                     GEOID09
 LV1249  DYNAMIC HT  -          94.379 (meters)     309.64  (feet)  COMP
 LV1249  MODELED GRAV-     980,175.2   (mgal)                       NAVD 88
 LV1249
 LV1249  VERT ORDER  -  FIRST     CLASS II
 LV1249
 LV1249.The horizontal coordinates were scaled from a topographic map and have
 LV1249.an estimated accuracy of +/- 6 seconds.
 LV1249.
 LV1249.The orthometric height was determined by differential leveling and
 LV1249.adjusted in December 1992.
 LV1249
 LV1249.The geoid height was determined by GEOID09.
 LV1249
 LV1249.The dynamic height is computed by dividing the NAVD 88
 LV1249.geopotential number by the normal gravity value computed on the
 LV1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1249.degrees latitude (g = 980.6199 gals.).
 LV1249
 LV1249.The modeled gravity was interpolated from observed gravity values.
 LV1249
 LV1249;                    North         East    Units  Estimated Accuracy
 LV1249;SPC CA 1     -   615,100.    1,800,690.      MT  (+/- 180 meters Scaled)
 LV1249
 LV1249                          SUPERSEDED SURVEY CONTROL
 LV1249
 LV1249  NGVD 29 (12/02/92)   93.471  (m)          306.66   (f) ADJUSTED    1 2
 LV1249
 LV1249.Superseded values are not recommended for survey control.
 LV1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1249.See file dsdata.txt to determine how the superseded data were derived.
 LV1249
 LV1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK856670(NAD 83)
 LV1249
 LV1249_MARKER: DV = VERTICAL CONTROL DISK
 LV1249_SETTING: 66 = SET IN ROCK OUTCROP
 LV1249_SP_SET: BEDROCK
 LV1249_STAMPING: X 1465 1992
 LV1249_MARK LOGO: NGS   
 LV1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1249_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1249+STABILITY: POSITION/ELEVATION WELL
 LV1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1249+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1249
 LV1249  HISTORY     - Date     Condition        Report By
 LV1249  HISTORY     - 1992     MONUMENTED       NGS
 LV1249
 LV1249                          STATION DESCRIPTION
 LV1249
 LV1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1249'8.9 KM (5.55 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV1249'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, SET VERTICALLY IN THE
 LV1249'NORTH FACE OF A MASSIVE EXPOSED AREA OF BEDROCK IN A ROAD CUT, 75.0 M
 LV1249'(246.1 FT) WEST OF THE EAST END OF THE BEDROCK, 4.7 M (15.4 FT) SOUTH
 LV1249'OF THE ROAD CENTERLINE, AND 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE
 LV1249'ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1226 ***********************************************************************
 LV1226  DESIGNATION -  X 1466
 LV1226  PID         -  LV1226
 LV1226  STATE/COUNTY-  CA/HUMBOLDT
 LV1226  USGS QUAD   -  BULL CREEK (1969)
 LV1226
 LV1226                         *CURRENT SURVEY CONTROL
 LV1226  ___________________________________________________________________
 LV1226* NAD 83(1986)-  40 19 54.     (N)    124 02 00.     (W)     SCALED    
 LV1226* NAVD 88     -       167.143  (meters)     548.37   (feet)  ADJUSTED  
 LV1226  ___________________________________________________________________
 LV1226  GEOID HEIGHT-         -30.56  (meters)                     GEOID09
 LV1226  DYNAMIC HT  -         167.055 (meters)     548.08  (feet)  COMP
 LV1226  MODELED GRAV-     980,101.3   (mgal)                       NAVD 88
 LV1226
 LV1226  VERT ORDER  -  FIRST     CLASS II
 LV1226
 LV1226.The horizontal coordinates were scaled from a topographic map and have
 LV1226.an estimated accuracy of +/- 6 seconds.
 LV1226.
 LV1226.The orthometric height was determined by differential leveling and
 LV1226.adjusted in December 1992.
 LV1226
 LV1226.The geoid height was determined by GEOID09.
 LV1226
 LV1226.The dynamic height is computed by dividing the NAVD 88
 LV1226.geopotential number by the normal gravity value computed on the
 LV1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1226.degrees latitude (g = 980.6199 gals.).
 LV1226
 LV1226.The modeled gravity was interpolated from observed gravity values.
 LV1226
 LV1226;                    North         East    Units  Estimated Accuracy
 LV1226;SPC CA 1     -   612,860.    1,827,240.      MT  (+/- 180 meters Scaled)
 LV1226
 LV1226                          SUPERSEDED SURVEY CONTROL
 LV1226
 LV1226  NGVD 29 (12/02/92)  166.189  (m)          545.24   (f) ADJUSTED    1 2
 LV1226
 LV1226.Superseded values are not recommended for survey control.
 LV1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1226.See file dsdata.txt to determine how the superseded data were derived.
 LV1226
 LV1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK122650(NAD 83)
 LV1226
 LV1226_MARKER: I = METAL ROD
 LV1226_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1226_SP_SET: STAINLESS STEEL ROD
 LV1226_STAMPING: X 1466 1992
 LV1226_MARK LOGO: NGS   
 LV1226_PROJECTION: FLUSH
 LV1226_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1226_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1226+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1226_ROD/PIPE-DEPTH: 4.9  meters
 LV1226
 LV1226  HISTORY     - Date     Condition        Report By
 LV1226  HISTORY     - 1992     MONUMENTED       NGS
 LV1226
 LV1226                          STATION DESCRIPTION
 LV1226
 LV1226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1226'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LV1226'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LV1226'REDWOOD DRIVE, THENCE 39.6 KM (24.60 MI) NORTHERLY ALONG U.S. HIGHWAY
 LV1226'101, THENCE 12.5 KM (7.75 MI) SOUTHWESTERLY ALONG MATTOLE ROAD, 8.2 M
 LV1226'(26.9 FT) NORTHEAST OF THE ROAD CENTERLINE, 1.8 M (5.9 FT) NORTHEAST
 LV1226'OF THE WEST CORNER OF A FENCE ENCLOSING THE BULL CREEK PIONEER
 LV1226'MEMORIAL CEMETERY, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE ROAD, AND
 LV1226'0.2 M (0.7 FT) NORTHWEST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO
 LV1226'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1273 ***********************************************************************
 LV1273  DESIGNATION -  X 1467
 LV1273  PID         -  LV1273
 LV1273  STATE/COUNTY-  CA/HUMBOLDT
 LV1273  USGS QUAD   -  TAYLOR PEAK (1969)
 LV1273
 LV1273                         *CURRENT SURVEY CONTROL
 LV1273  ___________________________________________________________________
 LV1273* NAD 83(1986)-  40 29 15.     (N)    124 14 03.     (W)     SCALED    
 LV1273* NAVD 88     -       631.530  (meters)    2071.94   (feet)  ADJUSTED  
 LV1273  ___________________________________________________________________
 LV1273  GEOID HEIGHT-         -31.03  (meters)                     GEOID09
 LV1273  DYNAMIC HT  -         631.179 (meters)    2070.79  (feet)  COMP
 LV1273  MODELED GRAV-     980,046.9   (mgal)                       NAVD 88
 LV1273
 LV1273  VERT ORDER  -  FIRST     CLASS II
 LV1273
 LV1273.The horizontal coordinates were scaled from a topographic map and have
 LV1273.an estimated accuracy of +/- 6 seconds.
 LV1273.
 LV1273.The orthometric height was determined by differential leveling and
 LV1273.adjusted in December 1992.
 LV1273
 LV1273.The geoid height was determined by GEOID09.
 LV1273
 LV1273.The dynamic height is computed by dividing the NAVD 88
 LV1273.geopotential number by the normal gravity value computed on the
 LV1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1273.degrees latitude (g = 980.6199 gals.).
 LV1273
 LV1273.The modeled gravity was interpolated from observed gravity values.
 LV1273
 LV1273;                    North         East    Units  Estimated Accuracy
 LV1273;SPC CA 1     -   630,570.    1,810,620.      MT  (+/- 180 meters Scaled)
 LV1273
 LV1273                          SUPERSEDED SURVEY CONTROL
 LV1273
 LV1273  NGVD 29 (12/02/92)  630.533  (m)         2068.67   (f) ADJUSTED    1 2
 LV1273
 LV1273.Superseded values are not recommended for survey control.
 LV1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1273.See file dsdata.txt to determine how the superseded data were derived.
 LV1273
 LV1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK954825(NAD 83)
 LV1273
 LV1273_MARKER: I = METAL ROD
 LV1273_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1273_SP_SET: STAINLESS STEEL ROD
 LV1273_STAMPING: X 1467 1992
 LV1273_MARK LOGO: NGS   
 LV1273_PROJECTION: FLUSH
 LV1273_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1273_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1273+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1273_ROD/PIPE-DEPTH: 7.2  meters
 LV1273
 LV1273  HISTORY     - Date     Condition        Report By
 LV1273  HISTORY     - 1992     MONUMENTED       NGS
 LV1273
 LV1273                          STATION DESCRIPTION
 LV1273
 LV1273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1273'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1273'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1273'AVENUE, THENCE 9.8 KM (6.10 MI) SOUTHERLY ALONG MATTOLE ROAD, THENCE
 LV1273'5.4 KM (3.35 MI) SOUTHEASTERLY ALONG BEAR RIVER RIDGE ROAD, 32.0 M
 LV1273'(105.0 FT) EAST OF THE EAST CORNER OF A CATTLE GUARD, 9.6 M
 LV1273'(31.5 FT) NORTHEAST OF THE ROAD CENTER, 1.1 M (3.6 FT) NORTHWEST OF A
 LV1273'UTILITY POLE WITH 2 GUY CABLES, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE
 LV1273'ROAD, AND 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST. NOTE--ACCESS TO
 LV1273'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1255 ***********************************************************************
 LU1255  DESIGNATION -  XX 101
 LU1255  PID         -  LU1255
 LU1255  STATE/COUNTY-  CA/HUMBOLDT
 LU1255  USGS QUAD   -  GARBERVILLE (1970)
 LU1255
 LU1255                         *CURRENT SURVEY CONTROL
 LU1255  ___________________________________________________________________
 LU1255* NAD 83(1986)-  40 06 04.     (N)    123 47 41.     (W)     SCALED    
 LU1255* NAVD 88     -       163.344  (meters)     535.90   (feet)  ADJUSTED  
 LU1255  ___________________________________________________________________
 LU1255  GEOID HEIGHT-         -30.44  (meters)                     GEOID09
 LU1255  DYNAMIC HT  -         163.255 (meters)     535.61  (feet)  COMP
 LU1255  MODELED GRAV-     980,080.0   (mgal)                       NAVD 88
 LU1255
 LU1255  VERT ORDER  -  FIRST     CLASS II
 LU1255
 LU1255.The horizontal coordinates were scaled from a topographic map and have
 LU1255.an estimated accuracy of +/- 6 seconds.
 LU1255.
 LU1255.The orthometric height was determined by differential leveling and
 LU1255.adjusted in December 1992.
 LU1255
 LU1255.The geoid height was determined by GEOID09.
 LU1255
 LU1255.The dynamic height is computed by dividing the NAVD 88
 LU1255.geopotential number by the normal gravity value computed on the
 LU1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1255.degrees latitude (g = 980.6199 gals.).
 LU1255
 LU1255.The modeled gravity was interpolated from observed gravity values.
 LU1255
 LU1255;                    North         East    Units  Estimated Accuracy
 LU1255;SPC CA 1     -   586,820.    1,846,980.      MT  (+/- 180 meters Scaled)
 LU1255
 LU1255                          SUPERSEDED SURVEY CONTROL
 LU1255
 LU1255  NAVD 88 (06/15/91)  163.344  (m)          535.90   (f) UNKNOWN     1 2
 LU1255  NGVD 29 (12/02/92)  162.420  (m)          532.87   (f) ADJUSTED    1 2
 LU1255
 LU1255.Superseded values are not recommended for survey control.
 LU1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1255.See file dsdata.txt to determine how the superseded data were derived.
 LU1255
 LU1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK322392(NAD 83)
 LU1255
 LU1255_MARKER: DB = BENCH MARK DISK
 LU1255_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LU1255_SP_SET: SIDEWALK
 LU1255_STAMPING: XX 101 1931 532.486
 LU1255_MARK LOGO: CGS   
 LU1255_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1255_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1255+SATELLITE: SATELLITE OBSERVATIONS - July 29, 1992
 LU1255
 LU1255  HISTORY     - Date     Condition        Report By
 LU1255  HISTORY     - 1931     MONUMENTED       CGS
 LU1255  HISTORY     - 1967     GOOD             CGS
 LU1255  HISTORY     - 19880330 GOOD             NGS
 LU1255  HISTORY     - 19920729 GOOD             NGS
 LU1255
 LU1255                          STATION DESCRIPTION
 LU1255
 LU1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1255'AT GARBERVILLE.
 LU1255'AT GARBERVILLE, 0.1 MILE NORTH ALONG U.S. HIGHWAY 101 FROM THE
 LU1255'POST OFFICE, ABOUT MIDWAY BETWEEN CHURCH AND CONGER STREETS, IN
 LU1255'TOP OF THE SIDEWALK, 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 LU1255'62 FEET NORTH OF THE ENTRANCE TO A THEATER, 12 FEET NORTH OF A
 LU1255'POWER POLE AND PARKING METER NO. 6, 3.0 FEET NORTH OF THE
 LU1255'NORTHEAST CORNER OF A 3- BY 5-FOOT STEEL MANHOLE COVER, 1.0 FOOT
 LU1255'WEST OF THE WEST CURB OF THE HIGHWAY.
 LU1255
 LU1255                          STATION RECOVERY (1988)
 LU1255
 LU1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1255'RECOVERED IN GOOD CONDITION.
 LU1255
 LU1255                          STATION RECOVERY (1992)
 LU1255
 LU1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1255'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LU1255'OFFICE IN GARBERVILLE, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG
 LU1255'REDWOOD DRIVE, IN A CONCRETE SIDEWALK MIDWAY BETWEEN CHURCH AND
 LU1255'CONGER STREETS, 18.9 M (62.0 FT) NORTH OF AN ENTRANCE TO A MOVIE
 LU1255'THEATER, 12.2 M (40.0 FT) WEST OF THE CENTERLINE OF THE DRIVE, 3.3 M
 LU1255'(10.8 FT) NORTH OF A STREET LIGHT, 1.0 M (3.3 FT) NORTH OF THE
 LU1255'NORTHEAST CORNER OF A MANHOLE COVER, AND 0.3 M (1.0 FT) WEST OF THE
 LU1255'WEST CURB OF THE DRIVE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1484 ***********************************************************************
 LU1484  DESIGNATION -  Y 1085
 LU1484  PID         -  LU1484
 LU1484  STATE/COUNTY-  CA/HUMBOLDT
 LU1484  USGS QUAD   -  REDCREST (1969)
 LU1484
 LU1484                         *CURRENT SURVEY CONTROL
 LU1484  ___________________________________________________________________
 LU1484* NAD 83(1986)-  40 23 48.     (N)    123 56 13.     (W)     SCALED    
 LU1484* NAVD 88     -       120.401  (meters)     395.02   (feet)  ADJUSTED  
 LU1484  ___________________________________________________________________
 LU1484  GEOID HEIGHT-         -30.51  (meters)                     GEOID09
 LU1484  DYNAMIC HT  -         120.341 (meters)     394.82  (feet)  COMP
 LU1484  MODELED GRAV-     980,123.6   (mgal)                       NAVD 88
 LU1484
 LU1484  VERT ORDER  -  FIRST     CLASS II
 LU1484
 LU1484.The horizontal coordinates were scaled from a topographic map and have
 LU1484.an estimated accuracy of +/- 6 seconds.
 LU1484.
 LU1484.The orthometric height was determined by differential leveling and
 LU1484.adjusted in December 1992.
 LU1484
 LU1484.The geoid height was determined by GEOID09.
 LU1484
 LU1484.The dynamic height is computed by dividing the NAVD 88
 LU1484.geopotential number by the normal gravity value computed on the
 LU1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1484.degrees latitude (g = 980.6199 gals.).
 LU1484
 LU1484.The modeled gravity was interpolated from observed gravity values.
 LU1484
 LU1484;                    North         East    Units  Estimated Accuracy
 LU1484;SPC CA 1     -   619,890.    1,835,580.      MT  (+/- 180 meters Scaled)
 LU1484
 LU1484                          SUPERSEDED SURVEY CONTROL
 LU1484
 LU1484  NAVD 88 (06/15/91)  120.412  (m)          395.05   (f) UNKNOWN     1 2
 LU1484  NGVD 29 (12/02/92)  119.443  (m)          391.87   (f) ADJUSTED    1 2
 LU1484
 LU1484.Superseded values are not recommended for survey control.
 LU1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1484.See file dsdata.txt to determine how the superseded data were derived.
 LU1484
 LU1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK204722(NAD 83)
 LU1484
 LU1484_MARKER: DB = BENCH MARK DISK
 LU1484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1484_SP_SET: BRIDGE CURB
 LU1484_STAMPING: Y 1085 1967
 LU1484_MARK LOGO: CGS   
 LU1484_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1484_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1484+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1994
 LU1484
 LU1484  HISTORY     - Date     Condition        Report By
 LU1484  HISTORY     - 1967     MONUMENTED       CGS
 LU1484  HISTORY     - 19880324 GOOD             NGS
 LU1484  HISTORY     - 19920728 GOOD             NGS
 LU1484  HISTORY     - 19940725 GOOD             CADT
 LU1484
 LU1484                          STATION DESCRIPTION
 LU1484
 LU1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1484'11.2 MI N FROM MYERS FLAT.
 LU1484'11.15 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1484'OVERPASS AT MYERS FLAT, IN THE TOP AND 1.5 FEET NORTHWEST OF THE
 LU1484'SOUTHEAST END OF THE SOUTHWEST CONCRETE CURB OF ENGLEWOOD PARK
 LU1484'UNDERPASS, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 LU1484'AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY.
 LU1484
 LU1484                          STATION RECOVERY (1988)
 LU1484
 LU1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1484'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  35.8 KM (22.25
 LU1484'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LU1484'FORTUNA.
 LU1484
 LU1484                          STATION RECOVERY (1992)
 LU1484
 LU1484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1484'35.8 KM (22.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LU1484'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LU1484'IN TOP OF AND 0.4 M (1.3 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 LU1484'SOUTHWEST CONCRETE CURB OF THE HIGHWAY OVERPASS OF ENGLEWOOD PARK
 LU1484'ROAD, 11.6 M (38.1 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND
 LU1484'LANES OF THE HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 LU1484'HIGHWAY. NOTE--THE CURB IS PART OF THE ABUTMENT.
 LU1484
 LU1484                          STATION RECOVERY (1994)
 LU1484
 LU1484'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 LU1484'FOUND AS DESCRIBED AT THE ENGLEWOOD UNDERCROSSING BRIDGE AT U.S.
 LU1484'HIGHWAY 101 POSTMILE 39.16.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0237 ***********************************************************************
 LV0237  DESIGNATION -  Y 1086
 LV0237  PID         -  LV0237
 LV0237  STATE/COUNTY-  CA/HUMBOLDT
 LV0237  USGS QUAD   -  FORTUNA (1972)
 LV0237
 LV0237                         *CURRENT SURVEY CONTROL
 LV0237  ___________________________________________________________________
 LV0237* NAD 83(1986)-  40 35 31.     (N)    124 09 16.     (W)     SCALED    
 LV0237* NAVD 88     -        13.409  (meters)      43.99   (feet)  ADJUSTED  
 LV0237  ___________________________________________________________________
 LV0237  GEOID HEIGHT-         -30.96  (meters)                     GEOID09
 LV0237  DYNAMIC HT  -          13.402 (meters)      43.97  (feet)  COMP
 LV0237  MODELED GRAV-     980,160.3   (mgal)                       NAVD 88
 LV0237
 LV0237  VERT ORDER  -  FIRST     CLASS II
 LV0237
 LV0237.The horizontal coordinates were scaled from a topographic map and have
 LV0237.an estimated accuracy of +/- 6 seconds.
 LV0237.
 LV0237.The orthometric height was determined by differential leveling and
 LV0237.adjusted in December 1992.
 LV0237
 LV0237.The geoid height was determined by GEOID09.
 LV0237
 LV0237.The dynamic height is computed by dividing the NAVD 88
 LV0237.geopotential number by the normal gravity value computed on the
 LV0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0237.degrees latitude (g = 980.6199 gals.).
 LV0237
 LV0237.The modeled gravity was interpolated from observed gravity values.
 LV0237
 LV0237;                    North         East    Units  Estimated Accuracy
 LV0237;SPC CA 1     -   641,990.    1,817,660.      MT  (+/- 180 meters Scaled)
 LV0237
 LV0237                          SUPERSEDED SURVEY CONTROL
 LV0237
 LV0237  NAVD 88 (06/15/91)   13.419  (m)           44.03   (f) UNKNOWN     1 2
 LV0237  NGVD 29 (12/02/92)   12.425  (m)           40.76   (f) ADJUSTED    1 2
 LV0237
 LV0237.Superseded values are not recommended for survey control.
 LV0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0237.See file dsdata.txt to determine how the superseded data were derived.
 LV0237
 LV0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK023941(NAD 83)
 LV0237
 LV0237_MARKER: DB = BENCH MARK DISK
 LV0237_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0237_SP_SET: HEADWALL
 LV0237_STAMPING: Y 1086 1967
 LV0237_MARK LOGO: CGS   
 LV0237_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0237+STABILITY: SURFACE MOTION
 LV0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0237+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LV0237
 LV0237  HISTORY     - Date     Condition        Report By
 LV0237  HISTORY     - 1967     MONUMENTED       CGS
 LV0237  HISTORY     - 19880224 GOOD             NGS
 LV0237  HISTORY     - 19920728 GOOD             NGS
 LV0237
 LV0237                          STATION DESCRIPTION
 LV0237
 LV0237'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0237'AT FORTUNA.
 LV0237'AT FORTUNA, AT THE SOUTH EDGE OF TOWN, ALONG 12TH STREET, 0.2
 LV0237'MILE SOUTH OF FORTUNA HIGH SCHOOL, 0.3 MILE NORTH OF THE 12TH
 LV0237'STREET UNDERPASS UNDER U.S. HIGHWAY 101, 0.75 MILE NORTH OF
 LV0237'BENCH MARK X 1086, 0.1 MILE NORTH OF THE CROSSING OF THE
 LV0237'NORTHWESTERN PACIFIC RAILROAD, IN THE TOP OF THE SOUTH END OF
 LV0237'THE EAST CONCRETE HEAD WALL OF A BRIDGE OVER ROHNER CREEK, 40
 LV0237'FEET EAST OF THE CENTERLINE OF THE STREET, AND ABOUT 4 1/2
 LV0237'FEET LOWER THAN THE STREET.
 LV0237
 LV0237                          STATION RECOVERY (1988)
 LV0237
 LV0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0237'RECOVERED IN GOOD CONDITION.
 LV0237
 LV0237                          STATION RECOVERY (1992)
 LV0237
 LV0237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0237'0.1 KM (0.05 MI) WESTERLY ALONG U.S. HIGHWAY 101 BUSINESS (MAIN
 LV0237'STREET) FROM THE POST OFFICE IN FORTUNA, THENCE 0.8 KM (0.50 MI)
 LV0237'NORTHERLY ALONG 12TH STREET, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE
 LV0237'SOUTH END OF THE EAST CONCRETE HEADWALL OF A CULVERT SPANNING ROHNER
 LV0237'CREEK, 0.3 KM (0.20 MI) SOUTH OF FORTUNA HIGH SCHOOL, 0.2 KM
 LV0237'(0.10 MI) NORTH OF THE INTERSECTION OF THE NORTHWESTERN PACIFIC
 LV0237'RAILROAD, 12.2 M (40.0 FT) EAST OF THE CENTERLINE OF THE STREET, AND
 LV0237'1.4 M (4.6 FT) BELOW THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0673 ***********************************************************************
 LV0673  DESIGNATION -  Y 1401
 LV0673  PID         -  LV0673
 LV0673  STATE/COUNTY-  CA/HUMBOLDT
 LV0673  USGS QUAD   -  SCOTIA (1970)
 LV0673
 LV0673                         *CURRENT SURVEY CONTROL
 LV0673  ___________________________________________________________________
 LV0673* NAD 83(2007)-  40 27 14.13984(N)    124 02 52.79728(W)     ADJUSTED  
 LV0673* NAVD 88     -        45.536  (meters)     149.40   (feet)  ADJUSTED  
 LV0673  ___________________________________________________________________
 LV0673  EPOCH DATE  -        2007.00
 LV0673  X           -  -2,721,145.689 (meters)                     COMP
 LV0673  Y           -  -4,026,983.216 (meters)                     COMP
 LV0673  Z           -   4,116,477.945 (meters)                     COMP
 LV0673  LAPLACE CORR-           2.33  (seconds)                    DEFLEC09
 LV0673  ELLIP HEIGHT-          14.887 (meters)          (02/10/07) ADJUSTED
 LV0673  GEOID HEIGHT-         -30.68  (meters)                     GEOID09
 LV0673  DYNAMIC HT  -          45.513 (meters)     149.32  (feet)  COMP
 LV0673
 LV0673  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LV0673  Type    PID    Designation                      North   East  Ellip
 LV0673  -------------------------------------------------------------------
 LV0673  NETWORK LV0673 Y 1401                            1.92   1.98   5.15
 LV0673  -------------------------------------------------------------------
 LV0673  MODELED GRAV-     980,128.0   (mgal)                       NAVD 88
 LV0673
 LV0673  VERT ORDER  -  FIRST     CLASS II
 LV0673
 LV0673.The horizontal coordinates were established by GPS observations
 LV0673.and adjusted by the National Geodetic Survey in February 2007.
 LV0673
 LV0673.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LV0673.See National Readjustment for more information. 
 LV0673
 LV0673.The horizontal coordinates are valid at the epoch date displayed above
 LV0673.which is a decimal equivalence of Year/Month/Day.
 LV0673
 LV0673.The orthometric height was determined by differential leveling and
 LV0673.adjusted in December 1992.
 LV0673
 LV0673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LV0673
 LV0673.The Laplace correction was computed from DEFLEC09 derived deflections.
 LV0673
 LV0673.The ellipsoidal height was determined by GPS observations
 LV0673.and is referenced to NAD 83.
 LV0673
 LV0673.The geoid height was determined by GEOID09.
 LV0673
 LV0673.The dynamic height is computed by dividing the NAVD 88
 LV0673.geopotential number by the normal gravity value computed on the
 LV0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0673.degrees latitude (g = 980.6199 gals.).
 LV0673
 LV0673.The modeled gravity was interpolated from observed gravity values.
 LV0673
 LV0673;                    North         East     Units Scale Factor Converg.
 LV0673;SPC CA 1     -   626,457.919 1,826,307.273   MT  0.99991664   -1 20 21.0
 LV0673;SPC CA 1     - 2,055,304.02  5,991,809.78   sFT  0.99991664   -1 20 21.0
 LV0673;UTM  10      - 4,478,668.075   411,137.468   MT  0.99969720   -0 40 48.1
 LV0673
 LV0673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LV0673!SPC CA 1     -   0.99999766  x   0.99991664  =   0.99991430
 LV0673!UTM  10      -   0.99999766  x   0.99969720  =   0.99969487
 LV0673
 LV0673                          SUPERSEDED SURVEY CONTROL
 LV0673
 LV0673  NAD 83(1998)-  40 27 14.13814(N)    124 02 52.79610(W) AD(2004.69) B
 LV0673  ELLIP H (09/28/05)   14.889  (m)                       GP(2004.69) 4 1
 LV0673  NAVD 88 (09/28/05)   45.5    (m)          149.     (f) GPS OBS        
 LV0673  NAVD 88 (06/15/91)   45.587  (m)          149.56   (f) UNKNOWN     1 2
 LV0673  NGVD 29 (12/02/92)   44.565  (m)          146.21   (f) ADJUSTED    1 2
 LV0673
 LV0673.Superseded values are not recommended for survey control.
 LV0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0673.See file dsdata.txt to determine how the superseded data were derived.
 LV0673
 LV0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK1113778668(NAD 83)
 LV0673
 LV0673_MARKER: I = METAL ROD
 LV0673_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV0673_SP_SET: STAINLESS STEEL ROD
 LV0673_STAMPING: Y 1401 1988
 LV0673_MARK LOGO: NGS   
 LV0673_PROJECTION: FLUSH
 LV0673_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV0673+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 LV0673_ROD/PIPE-DEPTH: 5.80 meters
 LV0673
 LV0673  HISTORY     - Date     Condition        Report By
 LV0673  HISTORY     - 1988     MONUMENTED       NGS
 LV0673  HISTORY     - 19920728 GOOD             NGS
 LV0673  HISTORY     - 20040901 GOOD             CADT
 LV0673
 LV0673                          STATION DESCRIPTION
 LV0673
 LV0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0673'22.6 KM (14.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LV0673'OVERPASS IN FORTUNA, 1.1 KM (0.70 MI) EAST OF THE STAFFORD ROAD
 LV0673'OVERPASS, 32.0 M (105.0 FT) SOUTHWEST OF UTILITY POLE NUMBER 3419,
 LV0673'18.5 M (60.7 FT) NORTH OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 LV0673'THE HIGHWAY, 8.2 M (26.9 FT) SOUTH OF THE CENTERLINE OF NORTH ROAD,
 LV0673'1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT)
 LV0673'SOUTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH
 LV0673'A 5-INCH LOGO CAP.
 LV0673
 LV0673                          STATION RECOVERY (1992)
 LV0673
 LV0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0673'22.6 KM (14.05 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LV0673'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LV0673'1.1 KM (0.70 MI) EAST OF THE INTERSECTION OF STAFFORD ROAD, 32.0 M
 LV0673'(105.0 FT) SOUTHWEST OF UTILITY POLE NUMBER 3419, 18.5 M (60.7 FT)
 LV0673'NORTH OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 8.2 M
 LV0673'(26.9 FT) SOUTH OF THE CENTERLINE OF NORTH ROAD, 1.0 M (3.3 FT) BELOW
 LV0673'THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST
 LV0673'AND CHAIN-LINK FENCE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LV0673'5-INCH LOGO CAP.
 LV0673
 LV0673                          STATION RECOVERY (2004)
 LV0673
 LV0673'RECOVERY NOTE BY CALTRANS 2004 (GN)
 LV0673'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004.  THIS STATION WAS
 LV0673'OCCUPIED AS PART OF  THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION
 LV0673'SURVEY OF 2004.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2312 ***********************************************************************
 LU2312  DESIGNATION -  Y 1463
 LU2312  PID         -  LU2312
 LU2312  STATE/COUNTY-  CA/HUMBOLDT
 LU2312  USGS QUAD   -  BRICELAND (1969)
 LU2312
 LU2312                         *CURRENT SURVEY CONTROL
 LU2312  ___________________________________________________________________
 LU2312* NAD 83(1986)-  40 05 30.     (N)    123 56 20.     (W)     SCALED    
 LU2312* NAVD 88     -       267.538  (meters)     877.75   (feet)  ADJUSTED  
 LU2312  ___________________________________________________________________
 LU2312  GEOID HEIGHT-         -30.59  (meters)                     GEOID09
 LU2312  DYNAMIC HT  -         267.391 (meters)     877.27  (feet)  COMP
 LU2312  MODELED GRAV-     980,068.4   (mgal)                       NAVD 88
 LU2312
 LU2312  VERT ORDER  -  FIRST     CLASS II
 LU2312
 LU2312.The horizontal coordinates were scaled from a topographic map and have
 LU2312.an estimated accuracy of +/- 6 seconds.
 LU2312.
 LU2312.The orthometric height was determined by differential leveling and
 LU2312.adjusted in December 1992.
 LU2312
 LU2312.The geoid height was determined by GEOID09.
 LU2312
 LU2312.The dynamic height is computed by dividing the NAVD 88
 LU2312.geopotential number by the normal gravity value computed on the
 LU2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2312.degrees latitude (g = 980.6199 gals.).
 LU2312
 LU2312.The modeled gravity was interpolated from observed gravity values.
 LU2312
 LU2312;                    North         East    Units  Estimated Accuracy
 LU2312;SPC CA 1     -   586,030.    1,834,670.      MT  (+/- 180 meters Scaled)
 LU2312
 LU2312                          SUPERSEDED SURVEY CONTROL
 LU2312
 LU2312  NGVD 29 (12/02/92)  266.602  (m)          874.68   (f) ADJUSTED    1 2
 LU2312
 LU2312.Superseded values are not recommended for survey control.
 LU2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2312.See file dsdata.txt to determine how the superseded data were derived.
 LU2312
 LU2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK199383(NAD 83)
 LU2312
 LU2312_MARKER: I = METAL ROD
 LU2312_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU2312_SP_SET: STAINLESS STEEL ROD
 LU2312_STAMPING: Y 1463 1992
 LU2312_MARK LOGO: NGS   
 LU2312_PROJECTION: FLUSH
 LU2312_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2312_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2312+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2312_ROD/PIPE-DEPTH: 9.5  meters
 LU2312
 LU2312  HISTORY     - Date     Condition        Report By
 LU2312  HISTORY     - 1992     MONUMENTED       NGS
 LU2312
 LU2312                          STATION DESCRIPTION
 LU2312
 LU2312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2312'0.1 KM (0.05 MI) NORTHERLY ALONG REDWOOD DRIVE FROM THE POST OFFICE IN
 LU2312'REDWAY, THENCE 14.7 KM (9.15 MI) WESTERLY ALONG BRICELAND ROAD, 13.0
 LU2312'M (42.7 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 12.3 M (40.4 FT) WEST
 LU2312'OF AND LEVEL WITH THE ROAD CENTERLINE, 0.4 M (1.3 FT) EAST OF A
 LU2312'FENCE, AND 0.2 M (0.7 FT) EAST OF A WITNESS POST.  NOTE--ACCESS TO
 LU2312'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1200 ***********************************************************************
 LV1200  DESIGNATION -  Y 1464
 LV1200  PID         -  LV1200
 LV1200  STATE/COUNTY-  CA/HUMBOLDT
 LV1200  USGS QUAD   -  HONEYDEW (1970)
 LV1200
 LV1200                         *CURRENT SURVEY CONTROL
 LV1200  ___________________________________________________________________
 LV1200* NAD 83(1986)-  40 12 48.     (N)    124 06 22.     (W)     SCALED    
 LV1200* NAVD 88     -       359.854  (meters)    1180.62   (feet)  ADJUSTED  
 LV1200  ___________________________________________________________________
 LV1200  GEOID HEIGHT-         -30.70  (meters)                     GEOID09
 LV1200  DYNAMIC HT  -         359.659 (meters)    1179.98  (feet)  COMP
 LV1200  MODELED GRAV-     980,074.5   (mgal)                       NAVD 88
 LV1200
 LV1200  VERT ORDER  -  FIRST     CLASS II
 LV1200
 LV1200.The horizontal coordinates were scaled from a topographic map and have
 LV1200.an estimated accuracy of +/- 6 seconds.
 LV1200.
 LV1200.The orthometric height was determined by differential leveling and
 LV1200.adjusted in December 1992.
 LV1200
 LV1200.The geoid height was determined by GEOID09.
 LV1200
 LV1200.The dynamic height is computed by dividing the NAVD 88
 LV1200.geopotential number by the normal gravity value computed on the
 LV1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1200.degrees latitude (g = 980.6199 gals.).
 LV1200
 LV1200.The modeled gravity was interpolated from observed gravity values.
 LV1200
 LV1200;                    North         East    Units  Estimated Accuracy
 LV1200;SPC CA 1     -   599,870.    1,820,740.      MT  (+/- 180 meters Scaled)
 LV1200
 LV1200                          SUPERSEDED SURVEY CONTROL
 LV1200
 LV1200  NGVD 29 (12/02/92)  358.909  (m)         1177.52   (f) ADJUSTED    1 2
 LV1200
 LV1200.Superseded values are not recommended for survey control.
 LV1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1200.See file dsdata.txt to determine how the superseded data were derived.
 LV1200
 LV1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK058520(NAD 83)
 LV1200
 LV1200_MARKER: I = METAL ROD
 LV1200_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1200_SP_SET: STAINLESS STEEL ROD
 LV1200_STAMPING: Y 1464 1992
 LV1200_MARK LOGO: NGS   
 LV1200_PROJECTION: FLUSH
 LV1200_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1200+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1200_ROD/PIPE-DEPTH: 3.6  meters
 LV1200
 LV1200  HISTORY     - Date     Condition        Report By
 LV1200  HISTORY     - 1992     MONUMENTED       NGS
 LV1200
 LV1200                          STATION DESCRIPTION
 LV1200
 LV1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1200'5.3 KM (3.30 MI) SOUTHERLY ALONG WILDER RIDGE ROAD FROM THE JUNCTION
 LV1200'OF MATTOLE ROAD IN HONEYDEW, ON THE OUTSIDE OF A CURVE, 14.0 M
 LV1200'(45.9 FT) WEST OF THE ROAD CENTER, 2.0 M (6.6 FT) NORTH OF AN 18-INCH
 LV1200'PINE TREE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.2 M
 LV1200'(0.7 FT) EAST OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS
 LV1200'THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1250 ***********************************************************************
 LV1250  DESIGNATION -  Y 1465
 LV1250  PID         -  LV1250
 LV1250  STATE/COUNTY-  CA/HUMBOLDT
 LV1250  USGS QUAD   -  PETROLIA (1969)
 LV1250
 LV1250                         *CURRENT SURVEY CONTROL
 LV1250  ___________________________________________________________________
 LV1250* NAD 83(1986)-  40 20 56.     (N)    124 21 22.     (W)     SCALED    
 LV1250* NAVD 88     -        77.573  (meters)     254.50   (feet)  ADJUSTED  
 LV1250  ___________________________________________________________________
 LV1250  GEOID HEIGHT-         -31.44  (meters)                     GEOID09
 LV1250  DYNAMIC HT  -          77.538 (meters)     254.39  (feet)  COMP
 LV1250  MODELED GRAV-     980,180.4   (mgal)                       NAVD 88
 LV1250
 LV1250  VERT ORDER  -  FIRST     CLASS II
 LV1250
 LV1250.The horizontal coordinates were scaled from a topographic map and have
 LV1250.an estimated accuracy of +/- 6 seconds.
 LV1250.
 LV1250.The orthometric height was determined by differential leveling and
 LV1250.adjusted in December 1992.
 LV1250
 LV1250.The geoid height was determined by GEOID09.
 LV1250
 LV1250.The dynamic height is computed by dividing the NAVD 88
 LV1250.geopotential number by the normal gravity value computed on the
 LV1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1250.degrees latitude (g = 980.6199 gals.).
 LV1250
 LV1250.The modeled gravity was interpolated from observed gravity values.
 LV1250
 LV1250;                    North         East    Units  Estimated Accuracy
 LV1250;SPC CA 1     -   615,460.    1,799,870.      MT  (+/- 180 meters Scaled)
 LV1250
 LV1250                          SUPERSEDED SURVEY CONTROL
 LV1250
 LV1250  NGVD 29 (12/02/92)   76.623  (m)          251.39   (f) ADJUSTED    1 2
 LV1250
 LV1250.Superseded values are not recommended for survey control.
 LV1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1250.See file dsdata.txt to determine how the superseded data were derived.
 LV1250
 LV1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK848673(NAD 83)
 LV1250
 LV1250_MARKER: DV = VERTICAL CONTROL DISK
 LV1250_SETTING: 66 = SET IN ROCK OUTCROP
 LV1250_SP_SET: BEDROCK
 LV1250_STAMPING: Y 1465 1992
 LV1250_MARK LOGO: NGS   
 LV1250_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1250_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1250+STABILITY: POSITION/ELEVATION WELL
 LV1250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1250+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1250
 LV1250  HISTORY     - Date     Condition        Report By
 LV1250  HISTORY     - 1992     MONUMENTED       NGS
 LV1250
 LV1250                          STATION DESCRIPTION
 LV1250
 LV1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1250'9.8 KM (6.10 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV1250'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, SET VERTICALLY NEAR THE
 LV1250'CENTER OF A MASSIVE EXPOSED AREA OF BEDROCK IN A ROAD CUT, 13.8 M
 LV1250'(45.3 FT) SOUTHEAST OF THE CENTER OF A RAVINE, 5.5 M (18.0 FT)
 LV1250'SOUTHWEST OF THE ROAD CENTER, AND 1.3 M (4.3 FT) ABOVE THE LEVEL OF
 LV1250'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1227 ***********************************************************************
 LV1227  DESIGNATION -  Y 1466
 LV1227  PID         -  LV1227
 LV1227  STATE/COUNTY-  CA/HUMBOLDT
 LV1227  USGS QUAD   -  BULL CREEK (1969)
 LV1227
 LV1227                         *CURRENT SURVEY CONTROL
 LV1227  ___________________________________________________________________
 LV1227* NAD 83(1986)-  40 20 03.     (N)    124 01 36.     (W)     SCALED    
 LV1227* NAVD 88     -       125.527  (meters)     411.83   (feet)  ADJUSTED  
 LV1227  ___________________________________________________________________
 LV1227  GEOID HEIGHT-         -30.56  (meters)                     GEOID09
 LV1227  DYNAMIC HT  -         125.462 (meters)     411.62  (feet)  COMP
 LV1227  MODELED GRAV-     980,100.9   (mgal)                       NAVD 88
 LV1227
 LV1227  VERT ORDER  -  FIRST     CLASS II
 LV1227
 LV1227.The horizontal coordinates were scaled from a topographic map and have
 LV1227.an estimated accuracy of +/- 6 seconds.
 LV1227.
 LV1227.The orthometric height was determined by differential leveling and
 LV1227.adjusted in December 1992.
 LV1227
 LV1227.The geoid height was determined by GEOID09.
 LV1227
 LV1227.The dynamic height is computed by dividing the NAVD 88
 LV1227.geopotential number by the normal gravity value computed on the
 LV1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1227.degrees latitude (g = 980.6199 gals.).
 LV1227
 LV1227.The modeled gravity was interpolated from observed gravity values.
 LV1227
 LV1227;                    North         East    Units  Estimated Accuracy
 LV1227;SPC CA 1     -   613,120.    1,827,810.      MT  (+/- 180 meters Scaled)
 LV1227
 LV1227                          SUPERSEDED SURVEY CONTROL
 LV1227
 LV1227  NGVD 29 (12/02/92)  124.573  (m)          408.70   (f) ADJUSTED    1 2
 LV1227
 LV1227.Superseded values are not recommended for survey control.
 LV1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1227.See file dsdata.txt to determine how the superseded data were derived.
 LV1227
 LV1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK127653(NAD 83)
 LV1227
 LV1227_MARKER: DV = VERTICAL CONTROL DISK
 LV1227_SETTING: 66 = SET IN ROCK OUTCROP
 LV1227_SP_SET: BEDROCK
 LV1227_STAMPING: Y 1466 1992
 LV1227_MARK LOGO: NGS   
 LV1227_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1227_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1227+STABILITY: POSITION/ELEVATION WELL
 LV1227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1227+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1227
 LV1227  HISTORY     - Date     Condition        Report By
 LV1227  HISTORY     - 1992     MONUMENTED       NGS
 LV1227
 LV1227                          STATION DESCRIPTION
 LV1227
 LV1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1227'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LV1227'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LV1227'REDWOOD DRIVE, THENCE 39.6 KM (24.60 MI) NORTHERLY ALONG U.S. HIGHWAY
 LV1227'101 FROM THE POST OFFICE IN GARBERVILLE, THENCE 11.7 KM (7.25 MI)
 LV1227'SOUTHWESTERLY ALONG MATTOLE ROAD, NEAR THE SOUTH END OF A 5 BY 18-FOOT
 LV1227'EXPOSED AREA OF BEDROCK IN ROAD CUT, 0.1 KM (0.05 MI) NORTH OF A
 LV1227'BRIDGE SPANNING CUNENO CREEK, 8.7 M (28.5 FT) WEST OF THE ROAD
 LV1227'CENTERLINE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE ROAD, AND 0.4 M
 LV1227'(1.3 FT) NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1274 ***********************************************************************
 LV1274  DESIGNATION -  Y 1467
 LV1274  PID         -  LV1274
 LV1274  STATE/COUNTY-  CA/HUMBOLDT
 LV1274  USGS QUAD   -  TAYLOR PEAK (1969)
 LV1274
 LV1274                         *CURRENT SURVEY CONTROL
 LV1274  ___________________________________________________________________
 LV1274* NAD 83(1986)-  40 28 50.     (N)    124 13 44.     (W)     SCALED    
 LV1274* NAVD 88     -       661.098  (meters)    2168.95   (feet)  ADJUSTED  
 LV1274  ___________________________________________________________________
 LV1274  GEOID HEIGHT-         -31.00  (meters)                     GEOID09
 LV1274  DYNAMIC HT  -         660.723 (meters)    2167.72  (feet)  COMP
 LV1274  MODELED GRAV-     980,035.5   (mgal)                       NAVD 88
 LV1274
 LV1274  VERT ORDER  -  FIRST     CLASS II
 LV1274
 LV1274.The horizontal coordinates were scaled from a topographic map and have
 LV1274.an estimated accuracy of +/- 6 seconds.
 LV1274.
 LV1274.The orthometric height was determined by differential leveling and
 LV1274.adjusted in December 1992.
 LV1274
 LV1274.The geoid height was determined by GEOID09.
 LV1274
 LV1274.The dynamic height is computed by dividing the NAVD 88
 LV1274.geopotential number by the normal gravity value computed on the
 LV1274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1274.degrees latitude (g = 980.6199 gals.).
 LV1274
 LV1274.The modeled gravity was interpolated from observed gravity values.
 LV1274
 LV1274;                    North         East    Units  Estimated Accuracy
 LV1274;SPC CA 1     -   629,790.    1,811,040.      MT  (+/- 180 meters Scaled)
 LV1274
 LV1274                          SUPERSEDED SURVEY CONTROL
 LV1274
 LV1274  NGVD 29 (12/02/92)  660.096  (m)         2165.67   (f) ADJUSTED    1 2
 LV1274
 LV1274.Superseded values are not recommended for survey control.
 LV1274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1274.See file dsdata.txt to determine how the superseded data were derived.
 LV1274
 LV1274_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK958818(NAD 83)
 LV1274
 LV1274_MARKER: I = METAL ROD
 LV1274_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LV1274_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 LV1274_STAMPING: Y 1467 1992
 LV1274_MARK LOGO: NGS   
 LV1274_PROJECTION: FLUSH
 LV1274_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1274+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1274_ROD/PIPE-DEPTH: 10.9 meters
 LV1274_SLEEVE-DEPTH  : 0.9 meters
 LV1274
 LV1274  HISTORY     - Date     Condition        Report By
 LV1274  HISTORY     - 1992     MONUMENTED       NGS
 LV1274
 LV1274                          STATION DESCRIPTION
 LV1274
 LV1274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1274'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1274'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1274'AVENUE, THENCE 9.8 KM (6.10 MI) SOUTHERLY ALONG MATTOLE ROAD, THENCE
 LV1274'6.4 KM (3.95 MI) SOUTHEASTERLY ALONG BEAR RIVER RIDGE ROAD, NEAR THE
 LV1274'EAST END OF A FLAT AREA AT THE BASE OF A DOWN HILL GRADE, 140.0 M
 LV1274'(459.3 FT) SOUTHEAST OF A POWER LINE CROSSING, 9.5 M (31.2 FT)
 LV1274'SOUTHWEST OF AND LEVEL WITH THE ROAD CENTER, 6.0 M (19.7 FT) NORTHEAST
 LV1274'OF THE SOUTHWEST EDGE OF THE FLAT AREA, AND 0.4 M (1.3 FT) NORTHEAST
 LV1274'OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 LV1274'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE REQUIREMENTS FOR
 LV1274'A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0427 ***********************************************************************
 LV0427  DESIGNATION -  Y 268
 LV0427  PID         -  LV0427
 LV0427  STATE/COUNTY-  CA/HUMBOLDT
 LV0427  USGS QUAD   -  BULL CREEK (1969)
 LV0427
 LV0427                         *CURRENT SURVEY CONTROL
 LV0427  ___________________________________________________________________
 LV0427* NAD 83(1986)-  40 15 13.     (N)    124 07 24.     (W)     SCALED    
 LV0427* NAVD 88     -       264.516  (meters)     867.83   (feet)  ADJUSTED  
 LV0427  ___________________________________________________________________
 LV0427  GEOID HEIGHT-         -30.74  (meters)                     GEOID09
 LV0427  DYNAMIC HT  -         264.379 (meters)     867.38  (feet)  COMP
 LV0427  MODELED GRAV-     980,101.9   (mgal)                       NAVD 88
 LV0427
 LV0427  VERT ORDER  -  FIRST     CLASS II
 LV0427
 LV0427.The horizontal coordinates were scaled from a topographic map and have
 LV0427.an estimated accuracy of +/- 6 seconds.
 LV0427.
 LV0427.The orthometric height was determined by differential leveling and
 LV0427.adjusted in December 1992.
 LV0427
 LV0427.The geoid height was determined by GEOID09.
 LV0427
 LV0427.The dynamic height is computed by dividing the NAVD 88
 LV0427.geopotential number by the normal gravity value computed on the
 LV0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0427.degrees latitude (g = 980.6199 gals.).
 LV0427
 LV0427.The modeled gravity was interpolated from observed gravity values.
 LV0427
 LV0427;                    North         East    Units  Estimated Accuracy
 LV0427;SPC CA 1     -   604,380.    1,819,380.      MT  (+/- 180 meters Scaled)
 LV0427
 LV0427                          SUPERSEDED SURVEY CONTROL
 LV0427
 LV0427  NGVD 29 (12/02/92)  263.572  (m)          864.74   (f) ADJUSTED    1 2
 LV0427
 LV0427.Superseded values are not recommended for survey control.
 LV0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0427.See file dsdata.txt to determine how the superseded data were derived.
 LV0427
 LV0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK044565(NAD 83)
 LV0427
 LV0427_MARKER: DB = BENCH MARK DISK
 LV0427_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0427_SP_SET: PREFAB CONC. POST IN EARTH
 LV0427_STAMPING: Y 268 1935
 LV0427_MARK LOGO: CGS   
 LV0427_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0427+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1992
 LV0427
 LV0427  HISTORY     - Date     Condition        Report By
 LV0427  HISTORY     - 1935     MONUMENTED       CGS
 LV0427  HISTORY     - 19920920 GOOD             NGS
 LV0427
 LV0427                          STATION DESCRIPTION
 LV0427
 LV0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LV0427'1.4 MI NE FROM HONEYDEW.
 LV0427'1.4 MILES NORTHEAST ALONG THE DYERVILLE ROAD FROM HONEYDEW,
 LV0427'HUMBOLDT COUNTY, ON THE INSIDE OF A HORSESHOE CURVE IN THE ROAD,
 LV0427'92 FEET EAST OF THE CENTERLINE OF THE ROAD ON ONE SIDE OF THE
 LV0427'CURVE, 61 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD ON THE
 LV0427'OTHER SIDE OF THE CURVE, AND 103 FEET SOUTH OF THE CENTER OF A
 LV0427'GATE AT THE ENTRANCE TO A PASTURE.  A STANDARD DISK, STAMPED
 LV0427'Y 268 1935 AND SET IN THE TOP OF A CONCRETE POST.
 LV0427
 LV0427                          STATION RECOVERY (1992)
 LV0427
 LV0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0427'2.1 KM (1.30 MI) NORTHEASTERLY ALONG MATTOLE ROAD FROM THE JUNCTION OF
 LV0427'WILDER RIDGE ROAD IN HONEYDEW, ON THE INSIDE OF A SWITCH BACK, 30.3 M
 LV0427'(99.4 FT) SOUTH OF THE CENTER OF A GATE AND FIELD ENTRANCE, 28.0 M
 LV0427'(91.9 FT) EAST OF THE ROAD CENTERLINE, 19.7 M (64.6 FT) SOUTHWEST OF
 LV0427'THE ROAD CENTERLINE, 1.4 M (4.6 FT) NORTH OF A WITNESS POST, 1.0 M
 LV0427'(3.3 FT) ABOVE THE LEVEL OF THE ROAD, AND THE MONUMENT PROJECTS 0.1 M
 LV0427'(0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE MONUMENT IS CHIPPED ON
 LV0427'ALL SIDES, BUT IS SOLID IN PLACE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1485 ***********************************************************************
 LU1485  DESIGNATION -  Z 1085
 LU1485  PID         -  LU1485
 LU1485  STATE/COUNTY-  CA/HUMBOLDT
 LU1485  USGS QUAD   -  REDCREST (1969)
 LU1485
 LU1485                         *CURRENT SURVEY CONTROL
 LU1485  ___________________________________________________________________
 LU1485* NAD 83(1986)-  40 23 49.     (N)    123 56 55.     (W)     SCALED    
 LU1485* NAVD 88     -       125.331  (meters)     411.19   (feet)  ADJUSTED  
 LU1485  ___________________________________________________________________
 LU1485  GEOID HEIGHT-         -30.53  (meters)                     GEOID09
 LU1485  DYNAMIC HT  -         125.269 (meters)     410.99  (feet)  COMP
 LU1485  MODELED GRAV-     980,125.5   (mgal)                       NAVD 88
 LU1485
 LU1485  VERT ORDER  -  FIRST     CLASS II
 LU1485
 LU1485.The horizontal coordinates were scaled from a topographic map and have
 LU1485.an estimated accuracy of +/- 6 seconds.
 LU1485.
 LU1485.The orthometric height was determined by differential leveling and
 LU1485.adjusted in December 1992.
 LU1485
 LU1485.The geoid height was determined by GEOID09.
 LU1485
 LU1485.The dynamic height is computed by dividing the NAVD 88
 LU1485.geopotential number by the normal gravity value computed on the
 LU1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1485.degrees latitude (g = 980.6199 gals.).
 LU1485
 LU1485.The modeled gravity was interpolated from observed gravity values.
 LU1485
 LU1485;                    North         East    Units  Estimated Accuracy
 LU1485;SPC CA 1     -   619,940.    1,834,590.      MT  (+/- 180 meters Scaled)
 LU1485
 LU1485                          SUPERSEDED SURVEY CONTROL
 LU1485
 LU1485  NAVD 88 (06/15/91)  125.349  (m)          411.25   (f) UNKNOWN     1 2
 LU1485  NGVD 29 (12/02/92)  124.373  (m)          408.05   (f) ADJUSTED    1 2
 LU1485
 LU1485.Superseded values are not recommended for survey control.
 LU1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1485.See file dsdata.txt to determine how the superseded data were derived.
 LU1485
 LU1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK194722(NAD 83)
 LU1485
 LU1485_MARKER: DB = BENCH MARK DISK
 LU1485_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LU1485_SP_SET: BRIDGE RAIL
 LU1485_STAMPING: Z 1085 1967
 LU1485_MARK LOGO: CGS   
 LU1485_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1485+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1994
 LU1485
 LU1485  HISTORY     - Date     Condition        Report By
 LU1485  HISTORY     - 1967     MONUMENTED       CGS
 LU1485  HISTORY     - 1969     GOOD             USGS
 LU1485  HISTORY     - 19880324 GOOD             NGS
 LU1485  HISTORY     - 19920728 GOOD             NGS
 LU1485  HISTORY     - 19940725 GOOD             CADT
 LU1485
 LU1485                          STATION DESCRIPTION
 LU1485
 LU1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LU1485'11.7 MI N FROM MYERS FLAT.
 LU1485'11.7 MILES NORTH ALONG AVENUE OF THE GIANTS FROM MYERS FLAT
 LU1485'OVERPASS AT MYERS FLAT, IN THE TOP AND 1.0 FOOT NORTHWEST OF THE
 LU1485'SOUTHEAST END OF THE SOUTHWEST CONCRETE GUARDRAIL OF AN OVERPASS
 LU1485'30 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 LU1485'3 1/2 FEET HIGHER THAN THE HIGHWAY.
 LU1485
 LU1485                          STATION RECOVERY (1969)
 LU1485
 LU1485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 LU1485'RECOVERED IN GOOD CONDITION.
 LU1485
 LU1485                          STATION RECOVERY (1988)
 LU1485
 LU1485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1485'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  35.0 KM (21.75
 LU1485'MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA OVERPASS IN
 LU1485'FORTUNA.
 LU1485
 LU1485                          STATION RECOVERY (1992)
 LU1485
 LU1485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1485'35.0 KM (21.75 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LU1485'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LU1485'IN TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 LU1485'SOUTHWEST CONCRETE BRIDGE RAIL OF AN OVERPASS (REDCREST EXIT), 9.1 M
 LU1485'(29.9 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 LU1485'HIGHWAY, AND 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE HIGHWAY. NOTE--THE
 LU1485'BRIDGE RAIL IS PART OF THE ABUTMENT.
 LU1485
 LU1485                          STATION RECOVERY (1994)
 LU1485
 LU1485'RECOVERY NOTE BY CALTRANS 1994 (GAA)
 LU1485'FOUND THE MARK AS DESCRIBED AT THE U.S.  HIGHWAY 101 INTERCHANGE AT
 LU1485'REDCREST AT HIGHWAY POSTMILE R39.67.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0239 ***********************************************************************
 LV0239  DESIGNATION -  Z 1086
 LV0239  PID         -  LV0239
 LV0239  STATE/COUNTY-  CA/HUMBOLDT
 LV0239  USGS QUAD   -  FORTUNA (1972)
 LV0239
 LV0239                         *CURRENT SURVEY CONTROL
 LV0239  ___________________________________________________________________
 LV0239* NAD 83(1986)-  40 36 06.     (N)    124 10 13.     (W)     SCALED    
 LV0239* NAVD 88     -        21.556  (meters)      70.72   (feet)  ADJUSTED  
 LV0239  ___________________________________________________________________
 LV0239  GEOID HEIGHT-         -31.00  (meters)                     GEOID09
 LV0239  DYNAMIC HT  -          21.546 (meters)      70.69  (feet)  COMP
 LV0239  MODELED GRAV-     980,162.7   (mgal)                       NAVD 88
 LV0239
 LV0239  VERT ORDER  -  FIRST     CLASS II
 LV0239
 LV0239.The horizontal coordinates were scaled from a topographic map and have
 LV0239.an estimated accuracy of +/- 6 seconds.
 LV0239.
 LV0239.The orthometric height was determined by differential leveling and
 LV0239.adjusted in December 1992.
 LV0239
 LV0239.The geoid height was determined by GEOID09.
 LV0239
 LV0239.The dynamic height is computed by dividing the NAVD 88
 LV0239.geopotential number by the normal gravity value computed on the
 LV0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0239.degrees latitude (g = 980.6199 gals.).
 LV0239
 LV0239.The modeled gravity was interpolated from observed gravity values.
 LV0239
 LV0239;                    North         East    Units  Estimated Accuracy
 LV0239;SPC CA 1     -   643,110.    1,816,350.      MT  (+/- 180 meters Scaled)
 LV0239
 LV0239                          SUPERSEDED SURVEY CONTROL
 LV0239
 LV0239  NAVD 88 (06/15/91)   21.564  (m)           70.75   (f) UNKNOWN     1 2
 LV0239  NGVD 29 (12/02/92)   20.570  (m)           67.49   (f) ADJUSTED    1 2
 LV0239
 LV0239.Superseded values are not recommended for survey control.
 LV0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0239.See file dsdata.txt to determine how the superseded data were derived.
 LV0239
 LV0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK009951(NAD 83)
 LV0239
 LV0239_MARKER: DB = BENCH MARK DISK
 LV0239_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LV0239_SP_SET: HEADWALL
 LV0239_STAMPING: Z 1086 1967
 LV0239_MARK LOGO: CGS   
 LV0239_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LV0239+STABILITY: SURFACE MOTION
 LV0239_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0239+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1992
 LV0239
 LV0239  HISTORY     - Date     Condition        Report By
 LV0239  HISTORY     - 1967     MONUMENTED       CGS
 LV0239  HISTORY     - 19880224 GOOD             NGS
 LV0239  HISTORY     - 19920727 GOOD             NGS
 LV0239
 LV0239                          STATION DESCRIPTION
 LV0239
 LV0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 LV0239'AT FORTUNA.
 LV0239'AT FORTUNA, ALONG U.S. HIGHWAY 101, 0.15 MILE NORTHWEST OF
 LV0239'FORTUNA OVERPASS, 0.7 MILE NORTH OF BENCH MARK K 100, AT THE
 LV0239'NORTHWEST END OF THE MAIN STREET NORTH BOUND ON RAMP TO U.S.
 LV0239'HIGHWAY 101, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 LV0239'CONCRETE HEAD WALL OF 24-INCH PIPE CULVERT 61.71 UNDER THE
 LV0239'HIGHWAY, 48 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST
 LV0239'LANES OF THE HIGHWAY, 1.6 MILES NORTHWEST OF BENCH MARK X 1086,
 LV0239'AND ABOUT LEVEL WITH THE HIGHWAY.
 LV0239
 LV0239                          STATION RECOVERY (1988)
 LV0239
 LV0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0239'RECOVERED IN GOOD CONDITION.
 LV0239
 LV0239                          STATION RECOVERY (1992)
 LV0239
 LV0239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0239'0.2 KM (0.10 MI) NORTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF
 LV0239'THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA, IN
 LV0239'TOP OF AND 0.3 M (1.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 LV0239'NORTHEAST CONCRETE HEADWALL OF A 24-INCH PIPE CULVERT AT THE NORTH
 LV0239'END OF THE MAIN STREET NORTHBOUND ON-RAMP, AND 14.6 M (47.9 FT)
 LV0239'NORTHEAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF
 LV0239'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1875 ***********************************************************************
 LU1875  DESIGNATION -  Z 1401
 LU1875  PID         -  LU1875
 LU1875  STATE/COUNTY-  CA/HUMBOLDT
 LU1875  USGS QUAD   -  REDCREST (1969)
 LU1875
 LU1875                         *CURRENT SURVEY CONTROL
 LU1875  ___________________________________________________________________
 LU1875* NAD 83(1986)-  40 25 08.     (N)    123 58 50.     (W)     SCALED    
 LU1875* NAVD 88     -       119.002  (meters)     390.43   (feet)  ADJUSTED  
 LU1875  ___________________________________________________________________
 LU1875  GEOID HEIGHT-         -30.57  (meters)                     GEOID09
 LU1875  DYNAMIC HT  -         118.942 (meters)     390.23  (feet)  COMP
 LU1875  MODELED GRAV-     980,120.3   (mgal)                       NAVD 88
 LU1875
 LU1875  VERT ORDER  -  FIRST     CLASS II
 LU1875
 LU1875.The horizontal coordinates were scaled from a topographic map and have
 LU1875.an estimated accuracy of +/- 6 seconds.
 LU1875.
 LU1875.The orthometric height was determined by differential leveling and
 LU1875.adjusted in December 1992.
 LU1875
 LU1875.The geoid height was determined by GEOID09.
 LU1875
 LU1875.The dynamic height is computed by dividing the NAVD 88
 LU1875.geopotential number by the normal gravity value computed on the
 LU1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1875.degrees latitude (g = 980.6199 gals.).
 LU1875
 LU1875.The modeled gravity was interpolated from observed gravity values.
 LU1875
 LU1875;                    North         East    Units  Estimated Accuracy
 LU1875;SPC CA 1     -   622,440.    1,831,940.      MT  (+/- 180 meters Scaled)
 LU1875
 LU1875                          SUPERSEDED SURVEY CONTROL
 LU1875
 LU1875  NAVD 88 (06/15/91)  119.026  (m)          390.50   (f) UNKNOWN     1 2
 LU1875  NGVD 29 (12/02/92)  118.039  (m)          387.27   (f) ADJUSTED    1 2
 LU1875
 LU1875.Superseded values are not recommended for survey control.
 LU1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1875.See file dsdata.txt to determine how the superseded data were derived.
 LU1875
 LU1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK168747(NAD 83)
 LU1875
 LU1875_MARKER: I = METAL ROD
 LU1875_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1875+WITH SETTING: INFORMATION.
 LU1875_SP_SET: METAL ROD DRIVEN INTO GROUND
 LU1875_STAMPING: Z 1401 1988
 LU1875_MARK LOGO: NGS   
 LU1875_PROJECTION: FLUSH
 LU1875_MAGNETIC: I = MARKER IS A STEEL ROD
 LU1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1875+SATELLITE: SATELLITE OBSERVATIONS - July 28, 1992
 LU1875_ROD/PIPE-DEPTH: 2.2  meters
 LU1875
 LU1875  HISTORY     - Date     Condition        Report By
 LU1875  HISTORY     - 1988     MONUMENTED       NGS
 LU1875  HISTORY     - 19920728 GOOD             NGS
 LU1875
 LU1875                          STATION DESCRIPTION
 LU1875
 LU1875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1875'31.0 KM (19.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE FORTUNA
 LU1875'OVERPASS IN FORTUNA, AT THE TOP OF A GRADE, A METAL ROD DRIVEN 2.2
 LU1875'METERS AND FLUSH WITH THE GROUND, 28.0 M (91.9 FT) NORTH OF THE NORTH
 LU1875'END OF A GUARD RAIL, 12.5 M (41.0 FT) EAST OF THE CENTERLINE OF THE
 LU1875'NORTHBOUND LANES OF THE HIGHWAY, 2.0 M (6.6 FT) SOUTH OF THE EASTERN
 LU1875'1 OF 2 SUPPORT LEGS OF A HIGHWAY INFORMATION SIGN, AND LEVEL WITH THE
 LU1875'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 LU1875'CAP.
 LU1875
 LU1875                          STATION RECOVERY (1992)
 LU1875
 LU1875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LU1875'31.0 KM (19.25 MI) SOUTHERLY ALONG U.S. HIGHWAY 101 FROM THE JUNCTION
 LU1875'OF THE NORTHWESTERN PACIFIC RAILROAD (FORTUNA OVERHEAD) IN FORTUNA,
 LU1875'28.0 M (91.9 FT) NORTH OF THE NORTH END OF A GUARDRAIL, 12.5 M
 LU1875'(41.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LU1875'HIGHWAY, 2.0 M (6.6 FT) SOUTH OF THE EAST LEG OF A HIGHWAY
 LU1875'INFORMATION SIGN, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND LEVEL
 LU1875'WITH THE HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LU1875'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU2313 ***********************************************************************
 LU2313  DESIGNATION -  Z 1463
 LU2313  PID         -  LU2313
 LU2313  STATE/COUNTY-  CA/HUMBOLDT
 LU2313  USGS QUAD   -  BRICELAND (1969)
 LU2313
 LU2313                         *CURRENT SURVEY CONTROL
 LU2313  ___________________________________________________________________
 LU2313* NAD 83(1986)-  40 05 16.     (N)    123 56 06.     (W)     SCALED    
 LU2313* NAVD 88     -       308.990  (meters)    1013.74   (feet)  ADJUSTED  
 LU2313  ___________________________________________________________________
 LU2313  GEOID HEIGHT-         -30.58  (meters)                     GEOID09
 LU2313  DYNAMIC HT  -         308.820 (meters)    1013.19  (feet)  COMP
 LU2313  MODELED GRAV-     980,068.8   (mgal)                       NAVD 88
 LU2313
 LU2313  VERT ORDER  -  FIRST     CLASS II
 LU2313
 LU2313.The horizontal coordinates were scaled from a topographic map and have
 LU2313.an estimated accuracy of +/- 6 seconds.
 LU2313.
 LU2313.The orthometric height was determined by differential leveling and
 LU2313.adjusted in December 1992.
 LU2313
 LU2313.The geoid height was determined by GEOID09.
 LU2313
 LU2313.The dynamic height is computed by dividing the NAVD 88
 LU2313.geopotential number by the normal gravity value computed on the
 LU2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU2313.degrees latitude (g = 980.6199 gals.).
 LU2313
 LU2313.The modeled gravity was interpolated from observed gravity values.
 LU2313
 LU2313;                    North         East    Units  Estimated Accuracy
 LU2313;SPC CA 1     -   585,600.    1,834,990.      MT  (+/- 180 meters Scaled)
 LU2313
 LU2313                          SUPERSEDED SURVEY CONTROL
 LU2313
 LU2313  NGVD 29 (12/02/92)  308.055  (m)         1010.68   (f) ADJUSTED    1 2
 LU2313
 LU2313.Superseded values are not recommended for survey control.
 LU2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU2313.See file dsdata.txt to determine how the superseded data were derived.
 LU2313
 LU2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK202379(NAD 83)
 LU2313
 LU2313_MARKER: I = METAL ROD
 LU2313_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU2313_SP_SET: STAINLESS STEEL ROD
 LU2313_STAMPING: Z 1463 1992
 LU2313_MARK LOGO: NGS   
 LU2313_PROJECTION: FLUSH
 LU2313_MAGNETIC: I = MARKER IS A STEEL ROD
 LU2313_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU2313_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU2313+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LU2313_ROD/PIPE-DEPTH: 6.0  meters
 LU2313
 LU2313  HISTORY     - Date     Condition        Report By
 LU2313  HISTORY     - 1992     MONUMENTED       NGS
 LU2313
 LU2313                          STATION DESCRIPTION
 LU2313
 LU2313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LU2313'0.1 KM (0.05 MI) NORTHERLY ALONG REDWOOD DRIVE FROM THE POST OFFICE IN
 LU2313'REDWAY, THENCE 15.3 KM (9.50 MI) WESTERLY ALONG BRICELAND ROAD, ON
 LU2313'THE OUTSIDE OF A SHARP CURVE, 34.9 M (114.5 FT) SOUTHWEST OF UTILITY
 LU2313'POLE NUMBER 1164041 WITH 3 GUY CABLES, 17.0 M (55.8 FT) SOUTH OF THE
 LU2313'ROAD CENTERLINE, 6.2 M (20.3 FT) EAST OF THE CENTER OF A DRIVEWAY
 LU2313'LEADING TO HOHSTADTS FARM AND GARDEN CENTER, 0.3 M (1.0 FT) BELOW THE
 LU2313'LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST.
 LU2313'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1201 ***********************************************************************
 LV1201  DESIGNATION -  Z 1464
 LV1201  PID         -  LV1201
 LV1201  STATE/COUNTY-  CA/HUMBOLDT
 LV1201  USGS QUAD   -  HONEYDEW (1970)
 LV1201
 LV1201                         *CURRENT SURVEY CONTROL
 LV1201  ___________________________________________________________________
 LV1201* NAD 83(1986)-  40 12 58.     (N)    124 06 27.     (W)     SCALED    
 LV1201* NAVD 88     -       299.495  (meters)     982.59   (feet)  ADJUSTED  
 LV1201  ___________________________________________________________________
 LV1201  GEOID HEIGHT-         -30.70  (meters)                     GEOID09
 LV1201  DYNAMIC HT  -         299.333 (meters)     982.06  (feet)  COMP
 LV1201  MODELED GRAV-     980,080.0   (mgal)                       NAVD 88
 LV1201
 LV1201  VERT ORDER  -  FIRST     CLASS II
 LV1201
 LV1201.The horizontal coordinates were scaled from a topographic map and have
 LV1201.an estimated accuracy of +/- 6 seconds.
 LV1201.
 LV1201.The orthometric height was determined by differential leveling and
 LV1201.adjusted in December 1992.
 LV1201
 LV1201.The geoid height was determined by GEOID09.
 LV1201
 LV1201.The dynamic height is computed by dividing the NAVD 88
 LV1201.geopotential number by the normal gravity value computed on the
 LV1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1201.degrees latitude (g = 980.6199 gals.).
 LV1201
 LV1201.The modeled gravity was interpolated from observed gravity values.
 LV1201
 LV1201;                    North         East    Units  Estimated Accuracy
 LV1201;SPC CA 1     -   600,180.    1,820,630.      MT  (+/- 180 meters Scaled)
 LV1201
 LV1201                          SUPERSEDED SURVEY CONTROL
 LV1201
 LV1201  NGVD 29 (12/02/92)  298.550  (m)          979.49   (f) ADJUSTED    1 2
 LV1201
 LV1201.Superseded values are not recommended for survey control.
 LV1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1201.See file dsdata.txt to determine how the superseded data were derived.
 LV1201
 LV1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK057523(NAD 83)
 LV1201
 LV1201_MARKER: I = METAL ROD
 LV1201_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1201_SP_SET: STAINLESS STEEL ROD
 LV1201_STAMPING: Z 1464 1992
 LV1201_MARK LOGO: NGS   
 LV1201_PROJECTION: RECESSED 5 CENTIMETERS
 LV1201_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1201+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1201_ROD/PIPE-DEPTH: 6.0  meters
 LV1201
 LV1201  HISTORY     - Date     Condition        Report By
 LV1201  HISTORY     - 1992     MONUMENTED       NGS
 LV1201
 LV1201                          STATION DESCRIPTION
 LV1201
 LV1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1201'4.8 KM (3.00 MI) SOUTHERLY ALONG WILDER RIDGE ROAD FROM THE JUNCTION
 LV1201'OF MATTOLE ROAD IN HONEYDEW, ON THE OUTSIDE OF A SHARP CURVE, 13.0 M
 LV1201'(42.7 FT) SOUTHEAST OF AND LEVEL WITH THE ROAD CENTER, AND 0.4 M
 LV1201'(1.3 FT) NORTHWEST OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM
 LV1201'POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1251 ***********************************************************************
 LV1251  DESIGNATION -  Z 1465
 LV1251  PID         -  LV1251
 LV1251  STATE/COUNTY-  CA/HUMBOLDT
 LV1251  USGS QUAD   -  PETROLIA (1969)
 LV1251
 LV1251                         *CURRENT SURVEY CONTROL
 LV1251  ___________________________________________________________________
 LV1251* NAD 83(1986)-  40 21 14.     (N)    124 21 40.     (W)     SCALED    
 LV1251* NAVD 88     -         9.261  (meters)      30.38   (feet)  ADJUSTED  
 LV1251  ___________________________________________________________________
 LV1251  GEOID HEIGHT-         -31.46  (meters)                     GEOID09
 LV1251  DYNAMIC HT  -           9.256 (meters)      30.37  (feet)  COMP
 LV1251  MODELED GRAV-     980,182.6   (mgal)                       NAVD 88
 LV1251
 LV1251  VERT ORDER  -  FIRST     CLASS II
 LV1251
 LV1251.The horizontal coordinates were scaled from a topographic map and have
 LV1251.an estimated accuracy of +/- 6 seconds.
 LV1251.
 LV1251.The orthometric height was determined by differential leveling and
 LV1251.adjusted in December 1992.
 LV1251
 LV1251.The geoid height was determined by GEOID09.
 LV1251
 LV1251.The dynamic height is computed by dividing the NAVD 88
 LV1251.geopotential number by the normal gravity value computed on the
 LV1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1251.degrees latitude (g = 980.6199 gals.).
 LV1251
 LV1251.The modeled gravity was interpolated from observed gravity values.
 LV1251
 LV1251;                    North         East    Units  Estimated Accuracy
 LV1251;SPC CA 1     -   616,020.    1,799,460.      MT  (+/- 180 meters Scaled)
 LV1251
 LV1251                          SUPERSEDED SURVEY CONTROL
 LV1251
 LV1251  NGVD 29 (12/02/92)    8.310  (m)           27.26   (f) ADJUSTED    1 2
 LV1251
 LV1251.Superseded values are not recommended for survey control.
 LV1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1251.See file dsdata.txt to determine how the superseded data were derived.
 LV1251
 LV1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK844679(NAD 83)
 LV1251
 LV1251_MARKER: I = METAL ROD
 LV1251_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1251_SP_SET: STAINLESS STEEL ROD
 LV1251_STAMPING: Z 1465 1992
 LV1251_MARK LOGO: NGS   
 LV1251_PROJECTION: FLUSH
 LV1251_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1251+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1251_ROD/PIPE-DEPTH: 3.9  meters
 LV1251
 LV1251  HISTORY     - Date     Condition        Report By
 LV1251  HISTORY     - 1992     MONUMENTED       NGS
 LV1251
 LV1251                          STATION DESCRIPTION
 LV1251
 LV1251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1251'10.5 KM (6.50 MI) SOUTHEASTERLY ALONG MATTOLE ROAD FROM THE
 LV1251'INTERSECTION OF CHAMBERS ROAD IN PETROLIA, 56.0 M (183.7 FT) NORTH OF
 LV1251'THE CENTER OF A CREEK, 7.2 M (23.6 FT) WEST OF AND LEVEL WITH THE
 LV1251'ROAD CENTERLINE, 1.8 M (5.9 FT) NORTH OF THE CENTER OF A PUBLIC BEACH
 LV1251'ACCESS, 0.4 M (1.3 FT) EAST OF A FENCE, AND 0.2 M (0.7 FT) EAST OF A
 LV1251'WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH
 LV1251'LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1228 ***********************************************************************
 LV1228  DESIGNATION -  Z 1466
 LV1228  PID         -  LV1228
 LV1228  STATE/COUNTY-  CA/HUMBOLDT
 LV1228  USGS QUAD   -  BULL CREEK (1969)
 LV1228
 LV1228                         *CURRENT SURVEY CONTROL
 LV1228  ___________________________________________________________________
 LV1228* NAD 83(1986)-  40 20 51.     (N)    124 01 22.     (W)     SCALED    
 LV1228* NAVD 88     -       109.642  (meters)     359.72   (feet)  ADJUSTED  
 LV1228  ___________________________________________________________________
 LV1228  GEOID HEIGHT-         -30.55  (meters)                     GEOID09
 LV1228  DYNAMIC HT  -         109.585 (meters)     359.53  (feet)  COMP
 LV1228  MODELED GRAV-     980,108.1   (mgal)                       NAVD 88
 LV1228
 LV1228  VERT ORDER  -  FIRST     CLASS II
 LV1228
 LV1228.The horizontal coordinates were scaled from a topographic map and have
 LV1228.an estimated accuracy of +/- 6 seconds.
 LV1228.
 LV1228.The orthometric height was determined by differential leveling and
 LV1228.adjusted in December 1992.
 LV1228
 LV1228.The geoid height was determined by GEOID09.
 LV1228
 LV1228.The dynamic height is computed by dividing the NAVD 88
 LV1228.geopotential number by the normal gravity value computed on the
 LV1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1228.degrees latitude (g = 980.6199 gals.).
 LV1228
 LV1228.The modeled gravity was interpolated from observed gravity values.
 LV1228
 LV1228;                    North         East    Units  Estimated Accuracy
 LV1228;SPC CA 1     -   614,590.    1,828,170.      MT  (+/- 180 meters Scaled)
 LV1228
 LV1228                          SUPERSEDED SURVEY CONTROL
 LV1228
 LV1228  NGVD 29 (12/02/92)  108.688  (m)          356.59   (f) ADJUSTED    1 2
 LV1228
 LV1228.Superseded values are not recommended for survey control.
 LV1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1228.See file dsdata.txt to determine how the superseded data were derived.
 LV1228
 LV1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK131668(NAD 83)
 LV1228
 LV1228_MARKER: DV = VERTICAL CONTROL DISK
 LV1228_SETTING: 66 = SET IN ROCK OUTCROP
 LV1228_SP_SET: BEDROCK
 LV1228_STAMPING: Z 1466 1992
 LV1228_MARK LOGO: NGS   
 LV1228_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV1228_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV1228+STABILITY: POSITION/ELEVATION WELL
 LV1228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV1228+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1228
 LV1228  HISTORY     - Date     Condition        Report By
 LV1228  HISTORY     - 1992     MONUMENTED       NGS
 LV1228
 LV1228                          STATION DESCRIPTION
 LV1228
 LV1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1228'0.1 KM (0.05 MI) NORTHEASTERLY ALONG SPROWEL CREEK ROAD FROM THE POST
 LV1228'OFFICE IN GARBERVILLE, THENCE 0.5 KM (0.30 MI) NORTHERLY ALONG
 LV1228'REDWOOD DRIVE, THENCE 39.6 KM (24.60 MI) NORTHERLY ALONG U.S. HIGHWAY
 LV1228'101, THENCE 10.0 KM (6.20 MI) SOUTHWESTERLY ALONG MATTOLE ROAD, NEAR
 LV1228'THE NORTH END OF A 15 BY 26-FOOT AREA OF OUTCROPPING BEDROCK, 47.8 M
 LV1228'(156.8 FT) SOUTHEAST OF THE ROAD CENTERLINE, 20.5 M (67.3 FT)
 LV1228'NORTHEAST OF THE CENTER OF A DIRT ROAD LEADING TO THE BAXTER
 LV1228'ENVIRONMENTAL CAMP, 5.0 M (16.4 FT) ABOVE THE LEVEL OF THE DIRT ROAD,
 LV1228'2.8 M (9.2 FT) SOUTH OF THE NORTH END OF THE OUTCROP, 1.2 M (3.9 FT)
 LV1228'EAST OF THE WEST FACE OF THE OUTCROP, AND 0.3 M (1.0 FT) WEST OF A
 LV1228'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV1275 ***********************************************************************
 LV1275  DESIGNATION -  Z 1467
 LV1275  PID         -  LV1275
 LV1275  STATE/COUNTY-  CA/HUMBOLDT
 LV1275  USGS QUAD   -  TAYLOR PEAK (1969)
 LV1275
 LV1275                         *CURRENT SURVEY CONTROL
 LV1275  ___________________________________________________________________
 LV1275* NAD 83(1986)-  40 28 32.     (N)    124 13 06.     (W)     SCALED    
 LV1275* NAVD 88     -       707.161  (meters)    2320.08   (feet)  ADJUSTED  
 LV1275  ___________________________________________________________________
 LV1275  GEOID HEIGHT-         -30.97  (meters)                     GEOID09
 LV1275  DYNAMIC HT  -         706.754 (meters)    2318.74  (feet)  COMP
 LV1275  MODELED GRAV-     980,026.0   (mgal)                       NAVD 88
 LV1275
 LV1275  VERT ORDER  -  FIRST     CLASS II
 LV1275
 LV1275.The horizontal coordinates were scaled from a topographic map and have
 LV1275.an estimated accuracy of +/- 6 seconds.
 LV1275.
 LV1275.The orthometric height was determined by differential leveling and
 LV1275.adjusted in December 1992.
 LV1275
 LV1275.The geoid height was determined by GEOID09.
 LV1275
 LV1275.The dynamic height is computed by dividing the NAVD 88
 LV1275.geopotential number by the normal gravity value computed on the
 LV1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV1275.degrees latitude (g = 980.6199 gals.).
 LV1275
 LV1275.The modeled gravity was interpolated from observed gravity values.
 LV1275
 LV1275;                    North         East    Units  Estimated Accuracy
 LV1275;SPC CA 1     -   629,210.    1,811,930.      MT  (+/- 180 meters Scaled)
 LV1275
 LV1275                          SUPERSEDED SURVEY CONTROL
 LV1275
 LV1275  NGVD 29 (12/02/92)  706.155  (m)         2316.78   (f) ADJUSTED    1 2
 LV1275
 LV1275.Superseded values are not recommended for survey control.
 LV1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV1275.See file dsdata.txt to determine how the superseded data were derived.
 LV1275
 LV1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TCK967812(NAD 83)
 LV1275
 LV1275_MARKER: I = METAL ROD
 LV1275_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LV1275_SP_SET: STAINLESS STEEL ROD
 LV1275_STAMPING: Z 1467 1992
 LV1275_MARK LOGO: NGS   
 LV1275_PROJECTION: FLUSH
 LV1275_MAGNETIC: I = MARKER IS A STEEL ROD
 LV1275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV1275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LV1275+SATELLITE: SATELLITE OBSERVATIONS - 1992
 LV1275_ROD/PIPE-DEPTH: 6.7  meters
 LV1275
 LV1275  HISTORY     - Date     Condition        Report By
 LV1275  HISTORY     - 1992     MONUMENTED       NGS
 LV1275
 LV1275                          STATION DESCRIPTION
 LV1275
 LV1275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 LV1275'0.3 KM (0.20 MI) SOUTHWESTERLY ALONG MAIN STREET FROM THE POST OFFICE
 LV1275'IN FERNDALE, THENCE 0.1 KM (0.05 MI) NORTHWESTERLY ALONG OCEAN
 LV1275'AVENUE, THENCE 9.8 KM (6.10 MI) SOUTHERLY ALONG MATTOLE ROAD, THENCE
 LV1275'7.6 KM (4.70 MI) SOUTHEASTERLY ALONG BEAR RIVER RIDGE ROAD, 11.0 M
 LV1275'(36.1 FT) NORTHWEST OF THE CENTER OF A TRACK ROAD, 9.3 M (30.5 FT)
 LV1275'NORTHEAST OF THE ROAD CENTER, 0.3 M (1.0 FT) SOUTHWEST OF A WITNESS
 LV1275'POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD. NOTE--ACCESS TO
 LV1275'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0379 ***********************************************************************
 LV0379  DESIGNATION -  Z 229
 LV0379  PID         -  LV0379
 LV0379  STATE/COUNTY-  CA/HUMBOLDT
 LV0379  USGS QUAD   -  SHUBRICK PEAK (1997)
 LV0379
 LV0379                         *CURRENT SURVEY CONTROL
 LV0379  ___________________________________________________________________
 LV0379* NAD 83(1986)-  40 14 21.     (N)    124 09 38.     (W)     SCALED    
 LV0379* NAVD 88     -       118.482  (meters)     388.72   (feet)  ADJUSTED  
 LV0379  ___________________________________________________________________
 LV0379  GEOID HEIGHT-         -30.79  (meters)                     GEOID09
 LV0379  DYNAMIC HT  -         118.424 (meters)     388.53  (feet)  COMP
 LV0379  MODELED GRAV-     980,137.1   (mgal)                       NAVD 88
 LV0379
 LV0379  VERT ORDER  -  FIRST     CLASS II
 LV0379
 LV0379.The horizontal coordinates were scaled from a topographic map and have
 LV0379.an estimated accuracy of +/- 6 seconds.
 LV0379.
 LV0379.The orthometric height was determined by differential leveling and
 LV0379.adjusted in December 1992.
 LV0379
 LV0379.The geoid height was determined by GEOID09.
 LV0379
 LV0379.The dynamic height is computed by dividing the NAVD 88
 LV0379.geopotential number by the normal gravity value computed on the
 LV0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0379.degrees latitude (g = 980.6199 gals.).
 LV0379
 LV0379.The modeled gravity was interpolated from observed gravity values.
 LV0379
 LV0379;                    North         East    Units  Estimated Accuracy
 LV0379;SPC CA 1     -   602,850.    1,816,180.      MT  (+/- 180 meters Scaled)
 LV0379
 LV0379                          SUPERSEDED SURVEY CONTROL
 LV0379
 LV0379  NGVD 29 (12/02/92)  117.538  (m)          385.62   (f) ADJUSTED    1 2
 LV0379
 LV0379.Superseded values are not recommended for survey control.
 LV0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0379.See file dsdata.txt to determine how the superseded data were derived.
 LV0379
 LV0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDK012549(NAD 83)
 LV0379
 LV0379_MARKER: DB = BENCH MARK DISK
 LV0379_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 LV0379_SP_SET: PREFAB CONC. POST IN EARTH
 LV0379_STAMPING: Z 229 1935
 LV0379_MARK LOGO: CGS   
 LV0379_MAGNETIC: N = NO MAGNETIC MATERIAL
 LV0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LV0379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0379+SATELLITE: SATELLITE OBSERVATIONS - September 27, 1992
 LV0379
 LV0379  HISTORY     - Date     Condition        Report By
 LV0379  HISTORY     - 1935     MONUMENTED       CGS
 LV0379  HISTORY     - 1969     GOOD             USGS
 LV0379  HISTORY     - 19920927 GOOD             NGS
 LV0379
 LV0379                          STATION DESCRIPTION
 LV0379
 LV0379'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 LV0379'2.8 MI N FROM HONEYDEW.
 LV0379'FROM THE POST OFFICE AT HONEYDEW GO 2.8 MILES NORTHWEST TOWARD
 LV0379'PETROLIA TO A WIRE GATE ON THE RIGHT, GO THROUGH THE WIRE GATE
 LV0379'AND PROCEED NE THROUGH A CLEARING FOR 290 FEET, THE MARK IS AT
 LV0379'THE EDGE OF THE TREES AND AT THE EDGE OF A SHARP BLUFF FALLING
 LV0379'TO THE NATTOLE RIVER.
 LV0379
 LV0379                          STATION RECOVERY (1992)
 LV0379
 LV0379'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 LV0379'4.5 KM (2.80 MI) WESTERLY ALONG MATTOLE ROAD FROM THE JUNCTION OF
 LV0379'WILDER RIDGE ROAD IN HONEYDEW, 87.5 M (287.1 FT) NORTHEAST OF THE
 LV0379'ROAD CENTERLINE, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE ROAD, 0.3 M
 LV0379'(1.0 FT) WEST OF A METAL POST, AND THE MONUMENT PROJECTS 0.3 M
 LV0379'(1.0 FT) ABOVE THE GROUND SURFACE.

 *** retrieval complete.
 Elapsed Time = 00:00:25

 -----------------------------------------------------------------------------
 -   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                           -
 -