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
 LU0897 ***********************************************************************
 LU0897  DESIGNATION -  12
 LU0897  PID         -  LU0897
 LU0897  STATE/COUNTY-  CA/SHASTA
 LU0897  USGS QUAD   -  IGO (1979)
 LU0897
 LU0897                         *CURRENT SURVEY CONTROL
 LU0897  ___________________________________________________________________
 LU0897* NAD 83(1986)-  40 36 45.     (N)    122 30 56.     (W)     SCALED    
 LU0897* NAVD 88     -       399.906  (meters)    1312.02   (feet)  ADJUSTED  
 LU0897  ___________________________________________________________________
 LU0897  GEOID HEIGHT-         -27.25  (meters)                     GEOID09
 LU0897  DYNAMIC HT  -         399.689 (meters)    1311.31  (feet)  COMP
 LU0897  MODELED GRAV-     980,072.2   (mgal)                       NAVD 88
 LU0897
 LU0897  VERT ORDER  -  FIRST     CLASS II
 LU0897
 LU0897.The horizontal coordinates were scaled from a topographic map and have
 LU0897.an estimated accuracy of +/- 6 seconds.
 LU0897.
 LU0897.The orthometric height was determined by differential leveling and
 LU0897.adjusted in June 1991.
 LU0897
 LU0897.The geoid height was determined by GEOID09.
 LU0897
 LU0897.The dynamic height is computed by dividing the NAVD 88
 LU0897.geopotential number by the normal gravity value computed on the
 LU0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0897.degrees latitude (g = 980.6199 gals.).
 LU0897
 LU0897.The modeled gravity was interpolated from observed gravity values.
 LU0897
 LU0897;                    North         East    Units  Estimated Accuracy
 LU0897;SPC CA 1     -   642,160.    1,956,380.      MT  (+/- 180 meters Scaled)
 LU0897
 LU0897                          SUPERSEDED SURVEY CONTROL
 LU0897
 LU0897  NGVD 29 (12/02/92)  399.096  (m)         1309.37   (f) ADJUSTED    1 2
 LU0897
 LU0897.Superseded values are not recommended for survey control.
 LU0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0897.See file dsdata.txt to determine how the superseded data were derived.
 LU0897
 LU0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK409958(NAD 83)
 LU0897
 LU0897_MARKER: DD = SURVEY DISK
 LU0897_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU0897_SP_SET: HEADWALL
 LU0897_STAMPING: 12 1309.06
 LU0897_MARK LOGO: CADH  
 LU0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0897+STABILITY: SURFACE MOTION
 LU0897
 LU0897  HISTORY     - Date     Condition        Report By
 LU0897  HISTORY     - UNK      MONUMENTED       CADH
 LU0897  HISTORY     - 1949     GOOD             CGS
 LU0897  HISTORY     - 1988     GOOD             NGS
 LU0897
 LU0897                          STATION DESCRIPTION
 LU0897
 LU0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LU0897'2.6 MI SE FROM SCHILLING.
 LU0897'2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE
 LU0897'AT SCHILLING, 1.7 MILES NORTHWEST OF SHASTA, 0.3 MILE SOUTHEAST
 LU0897'OF THE TOP OF A LONG GRADE, AT AN 18-INCH CORRUGATED METAL
 LU0897'PIPE CULVERT B 163.80, IN THE ANGLE OF AN L SHAPED CONCRETE
 LU0897'HEAD WALL, 4.0 FEET SOUTHEAST OF THE NORTHWEST END, 3.2 FEET
 LU0897'NORTHEAST OF THE SOUTHWEST END, 23.6 FEET SOUTHWEST OF THE CENTER
 LU0897'LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.
 LU0897
 LU0897                          STATION RECOVERY (1988)
 LU0897
 LU0897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0897'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.7 KM
 LU0897'(7.25 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION WITH
 LU0897'CALIFORNIA STREET IN REDDING.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0898 ***********************************************************************
 LU0898  DESIGNATION -  13
 LU0898  PID         -  LU0898
 LU0898  STATE/COUNTY-  CA/SHASTA
 LU0898  USGS QUAD   -  IGO (1979)
 LU0898
 LU0898                         *CURRENT SURVEY CONTROL
 LU0898  ___________________________________________________________________
 LU0898* NAD 83(1986)-  40 36 30.     (N)    122 30 43.     (W)     SCALED    
 LU0898* NAVD 88     -       372.724  (meters)    1222.85   (feet)  ADJUSTED  
 LU0898  ___________________________________________________________________
 LU0898  GEOID HEIGHT-         -27.28  (meters)                     GEOID09
 LU0898  DYNAMIC HT  -         372.523 (meters)    1222.19  (feet)  COMP
 LU0898  MODELED GRAV-     980,075.3   (mgal)                       NAVD 88
 LU0898
 LU0898  VERT ORDER  -  FIRST     CLASS II
 LU0898
 LU0898.The horizontal coordinates were scaled from a topographic map and have
 LU0898.an estimated accuracy of +/- 6 seconds.
 LU0898.
 LU0898.The orthometric height was determined by differential leveling and
 LU0898.adjusted in June 1991.
 LU0898
 LU0898.The geoid height was determined by GEOID09.
 LU0898
 LU0898.The dynamic height is computed by dividing the NAVD 88
 LU0898.geopotential number by the normal gravity value computed on the
 LU0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0898.degrees latitude (g = 980.6199 gals.).
 LU0898
 LU0898.The modeled gravity was interpolated from observed gravity values.
 LU0898
 LU0898;                    North         East    Units  Estimated Accuracy
 LU0898;SPC CA 1     -   641,700.    1,956,680.      MT  (+/- 180 meters Scaled)
 LU0898
 LU0898                          SUPERSEDED SURVEY CONTROL
 LU0898
 LU0898  NGVD 29 (12/02/92)  371.887  (m)         1220.10   (f) ADJUSTED    1 2
 LU0898
 LU0898.Superseded values are not recommended for survey control.
 LU0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0898.See file dsdata.txt to determine how the superseded data were derived.
 LU0898
 LU0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK412953(NAD 83)
 LU0898
 LU0898_MARKER: DD = SURVEY DISK
 LU0898_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU0898_SP_SET: HEADWALL
 LU0898_STAMPING: 13 1219.79
 LU0898_MARK LOGO: CADH  
 LU0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0898+STABILITY: SURFACE MOTION
 LU0898
 LU0898  HISTORY     - Date     Condition        Report By
 LU0898  HISTORY     - UNK      MONUMENTED       CADH
 LU0898  HISTORY     - 1949     GOOD             CGS
 LU0898  HISTORY     - 1988     GOOD             NGS
 LU0898
 LU0898                          STATION DESCRIPTION
 LU0898
 LU0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LU0898'1.4 MI NW FROM SHASTA.
 LU0898'1.4 MILES NORTHWEST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE
 LU0898'AT SHASTA, 80 YARDS SOUTHEAST OF A TURN OUT TO A DRINKING
 LU0898'FOUNTAIN, IN THE ANGLE OF AN L SHAPED CONCRETE HEAD WALL, 3.8
 LU0898'FEET SOUTHEAST OF THE NORTHWEST END, 3.3 FEET NORTHEAT OF THE
 LU0898'SOUTHWEST END, 16.8 FEET SOUTHWEST OF THE CENTER LINE OF THE
 LU0898'HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY.
 LU0898
 LU0898                          STATION RECOVERY (1988)
 LU0898
 LU0898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0898'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.3 KM
 LU0898'(7.00 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION WITH
 LU0898'CALIFORNIA STREET IN REDDING.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0899 ***********************************************************************
 LU0899  DESIGNATION -  14
 LU0899  PID         -  LU0899
 LU0899  STATE/COUNTY-  CA/SHASTA
 LU0899  USGS QUAD   -  IGO (1979)
 LU0899
 LU0899                         *CURRENT SURVEY CONTROL
 LU0899  ___________________________________________________________________
 LU0899* NAD 83(1986)-  40 36 25.     (N)    122 30 36.     (W)     SCALED    
 LU0899* NAVD 88     -       360.509  (meters)    1182.77   (feet)  ADJUSTED  
 LU0899  ___________________________________________________________________
 LU0899  GEOID HEIGHT-         -27.29  (meters)                     GEOID09
 LU0899  DYNAMIC HT  -         360.314 (meters)    1182.13  (feet)  COMP
 LU0899  MODELED GRAV-     980,076.9   (mgal)                       NAVD 88
 LU0899
 LU0899  VERT ORDER  -  FIRST     CLASS II
 LU0899
 LU0899.The horizontal coordinates were scaled from a topographic map and have
 LU0899.an estimated accuracy of +/- 6 seconds.
 LU0899.
 LU0899.The orthometric height was determined by differential leveling and
 LU0899.adjusted in June 1991.
 LU0899
 LU0899.The geoid height was determined by GEOID09.
 LU0899
 LU0899.The dynamic height is computed by dividing the NAVD 88
 LU0899.geopotential number by the normal gravity value computed on the
 LU0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0899.degrees latitude (g = 980.6199 gals.).
 LU0899
 LU0899.The modeled gravity was interpolated from observed gravity values.
 LU0899
 LU0899;                    North         East    Units  Estimated Accuracy
 LU0899;SPC CA 1     -   641,540.    1,956,840.      MT  (+/- 180 meters Scaled)
 LU0899
 LU0899                          SUPERSEDED SURVEY CONTROL
 LU0899
 LU0899  NGVD 29 (12/02/92)  359.701  (m)         1180.12   (f) ADJUSTED    1 2
 LU0899
 LU0899.Superseded values are not recommended for survey control.
 LU0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0899.See file dsdata.txt to determine how the superseded data were derived.
 LU0899
 LU0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK414952(NAD 83)
 LU0899
 LU0899_MARKER: DD = SURVEY DISK
 LU0899_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU0899_SP_SET: HEADWALL
 LU0899_STAMPING: 14 1179.80
 LU0899_MARK LOGO: CADH  
 LU0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0899+STABILITY: SURFACE MOTION
 LU0899
 LU0899  HISTORY     - Date     Condition        Report By
 LU0899  HISTORY     - UNK      MONUMENTED       CADH
 LU0899  HISTORY     - 1949     GOOD             CGS
 LU0899  HISTORY     - 1988     GOOD             NGS
 LU0899
 LU0899                          STATION DESCRIPTION
 LU0899
 LU0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LU0899'1.3 MI NW FROM SHASTA.
 LU0899'1.3 MILES NORTHWEST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE
 LU0899'AT SHASTA, IN THE ANGLE OF AN L SHAPED CONCRETE HEAD WALL, AT AN
 LU0899'18-INCH CORRUGATED METAL PIPE CULVERT B 183.91, 3.9 FEET SOUTHEAST
 LU0899'OF THE NORTHWEST END, 3.3 FEET NORTHEAST OF THE SOUTHWEST END, 16.0
 LU0899'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 LU0899'LEVEL WITH THE HIGHWAY.
 LU0899
 LU0899                          STATION RECOVERY (1988)
 LU0899
 LU0899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0899'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  11.1 KM
 LU0899'(6.90 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION WITH
 LU0899'CALIFORNIA STREET IN REDDING.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0929 ***********************************************************************
 LU0929  DESIGNATION -  1405 B
 LU0929  PID         -  LU0929
 LU0929  STATE/COUNTY-  CA/TRINITY
 LU0929  USGS QUAD   -  HELENA (1982)
 LU0929
 LU0929                         *CURRENT SURVEY CONTROL
 LU0929  ___________________________________________________________________
 LU0929* NAD 83(1986)-  40 46 23.     (N)    123 07 42.     (W)     SCALED    
 LU0929* NAVD 88     -       428.963  (meters)    1407.36   (feet)  ADJUSTED  
 LU0929  ___________________________________________________________________
 LU0929  GEOID HEIGHT-         -26.63  (meters)                     GEOID09
 LU0929  DYNAMIC HT  -         428.720 (meters)    1406.56  (feet)  COMP
 LU0929  MODELED GRAV-     980,045.3   (mgal)                       NAVD 88
 LU0929
 LU0929  VERT ORDER  -  FIRST     CLASS II
 LU0929
 LU0929.The horizontal coordinates were scaled from a topographic map and have
 LU0929.an estimated accuracy of +/- 6 seconds.
 LU0929.
 LU0929.The orthometric height was determined by differential leveling and
 LU0929.adjusted in June 1991.
 LU0929
 LU0929.The geoid height was determined by GEOID09.
 LU0929
 LU0929.The dynamic height is computed by dividing the NAVD 88
 LU0929.geopotential number by the normal gravity value computed on the
 LU0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0929.degrees latitude (g = 980.6199 gals.).
 LU0929
 LU0929.The modeled gravity was interpolated from observed gravity values.
 LU0929
 LU0929;                    North         East    Units  Estimated Accuracy
 LU0929;SPC CA 1     -   660,480.    1,904,760.      MT  (+/- 180 meters Scaled)
 LU0929
 LU0929                          SUPERSEDED SURVEY CONTROL
 LU0929
 LU0929  NGVD 29 (12/02/92)  428.085  (m)         1404.48   (f) ADJUSTED    1 2
 LU0929
 LU0929.Superseded values are not recommended for survey control.
 LU0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0929.See file dsdata.txt to determine how the superseded data were derived.
 LU0929
 LU0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL891135(NAD 83)
 LU0929
 LU0929_MARKER: DD = SURVEY DISK
 LU0929_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LU0929+WITH SETTING: PAVEMENT
 LU0929_SP_SET: CONCRETE PLATFORM
 LU0929_STAMPING: 1404.072 B 1905
 LU0929_MARK LOGO: USGS  
 LU0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0929+STABILITY: SURFACE MOTION
 LU0929
 LU0929  HISTORY     - Date     Condition        Report By
 LU0929  HISTORY     - 1905     MONUMENTED       USGS
 LU0929  HISTORY     - 1935     GOOD             CGS
 LU0929  HISTORY     - 1988     GOOD             NGS
 LU0929
 LU0929                          STATION DESCRIPTION
 LU0929
 LU0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LU0929'AT HELENA.
 LU0929'AT HELENA, TRINITY COUNTY, AT THE POST OFFICE, 40 INCHES EAST
 LU0929'OF THE SOUTHWEST CORNER OF THE BRICK BUILDING, AND IN THE
 LU0929'CONCRETE PLATFORM IN FRONT OF THE BUILDING.  A UNITED STATES
 LU0929'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 1404.072 B 1905.
 LU0929
 LU0929                          STATION RECOVERY (1988)
 LU0929
 LU0929'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0929'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  14.7 KM
 LU0929'(9.15 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE POST OFFICE IN BIG
 LU0929'BAR, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG EAST FORK ROAD, IN THE
 LU0929'SOUTH CORNER OF A CONCRETE PLATFORM IN FRONT OF AN ABANDONED
 LU0929'BUILDING, 7.7 M (25.3 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD,
 LU0929'AND 1.0 M (3.3 FT) SOUTHEAST OF THE SOUTH CORNER OF THE BUILDING.
 LU0929'NOTE--THE DISK IS RECESSED 2-INCHES IN THE PLATFORM.  THE ORIGINAL
 LU0929'DESCRIPTION STATES THE DISK IS STAMPED 1404.072 B 1905, BUT IS
 LU0929'STAMPED AS ABOVE.
 LU0929'THE MARK IS 0.5 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0900 ***********************************************************************
 LU0900  DESIGNATION -  15
 LU0900  PID         -  LU0900
 LU0900  STATE/COUNTY-  CA/SHASTA
 LU0900  USGS QUAD   -  IGO (1979)
 LU0900
 LU0900                         *CURRENT SURVEY CONTROL
 LU0900  ___________________________________________________________________
 LU0900* NAD 83(1986)-  40 36 20.     (N)    122 30 07.     (W)     SCALED    
 LU0900* NAVD 88     -       313.708  (meters)    1029.22   (feet)  ADJUSTED  
 LU0900  ___________________________________________________________________
 LU0900  GEOID HEIGHT-         -27.31  (meters)                     GEOID09
 LU0900  DYNAMIC HT  -         313.540 (meters)    1028.67  (feet)  COMP
 LU0900  MODELED GRAV-     980,082.0   (mgal)                       NAVD 88
 LU0900
 LU0900  VERT ORDER  -  FIRST     CLASS II
 LU0900
 LU0900.The horizontal coordinates were scaled from a topographic map and have
 LU0900.an estimated accuracy of +/- 6 seconds.
 LU0900.
 LU0900.The orthometric height was determined by differential leveling and
 LU0900.adjusted in June 1991.
 LU0900
 LU0900.The geoid height was determined by GEOID09.
 LU0900
 LU0900.The dynamic height is computed by dividing the NAVD 88
 LU0900.geopotential number by the normal gravity value computed on the
 LU0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0900.degrees latitude (g = 980.6199 gals.).
 LU0900
 LU0900.The modeled gravity was interpolated from observed gravity values.
 LU0900
 LU0900;                    North         East    Units  Estimated Accuracy
 LU0900;SPC CA 1     -   641,390.    1,957,520.      MT  (+/- 180 meters Scaled)
 LU0900
 LU0900                          SUPERSEDED SURVEY CONTROL
 LU0900
 LU0900  NGVD 29 (12/02/92)  312.908  (m)         1026.60   (f) ADJUSTED    1 2
 LU0900
 LU0900.Superseded values are not recommended for survey control.
 LU0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0900.See file dsdata.txt to determine how the superseded data were derived.
 LU0900
 LU0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK421950(NAD 83)
 LU0900
 LU0900_MARKER: DD = SURVEY DISK
 LU0900_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU0900_SP_SET: HEADWALL
 LU0900_STAMPING: 15 1026.28
 LU0900_MARK LOGO: CADH  
 LU0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0900+STABILITY: SURFACE MOTION
 LU0900
 LU0900  HISTORY     - Date     Condition        Report By
 LU0900  HISTORY     - UNK      MONUMENTED       CGS
 LU0900  HISTORY     - 1974     GOOD             USGS
 LU0900  HISTORY     - 1988     GOOD             NGS
 LU0900
 LU0900                          STATION DESCRIPTION
 LU0900
 LU0900'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 LU0900'0.9 MI W FROM SHASTA.
 LU0900'1.1 MI WEST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE AT SHASTA,
 LU0900'AT A LARGE CONCRETE BOX CULVERT, IN THE TOP OF THE WEST END OF
 LU0900'THE SOUTH HEADWALL.  37 FT SOUTH OF THE CENTERLINE OF THE
 LU0900'HIGHWAY, AND ABOUT 13.7 FT LOWER THAN THE HIGHWAY, 550 FT WEST
 LU0900'OF INTERSECTION OF ROCK CREEK RD TO N.
 LU0900
 LU0900                          STATION RECOVERY (1988)
 LU0900
 LU0900'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0900'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  10.4 KM
 LU0900'(6.45 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION WITH
 LU0900'CALIFORNIA STREET IN REDDING.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1518 ***********************************************************************
 LU1518  DESIGNATION -  465 B
 LU1518  PID         -  LU1518
 LU1518  STATE/COUNTY-  CA/HUMBOLDT
 LU1518  USGS QUAD   -  WILLOW CREEK (1979)
 LU1518
 LU1518                         *CURRENT SURVEY CONTROL
 LU1518  ___________________________________________________________________
 LU1518* NAD 83(1986)-  40 56 41.     (N)    123 38 00.     (W)     SCALED    
 LU1518* NAVD 88     -       141.666  (meters)     464.78   (feet)  ADJUSTED  
 LU1518  ___________________________________________________________________
 LU1518  GEOID HEIGHT-         -27.95  (meters)                     GEOID09
 LU1518  DYNAMIC HT  -         141.597 (meters)     464.56  (feet)  COMP
 LU1518  MODELED GRAV-     980,133.2   (mgal)                       NAVD 88
 LU1518
 LU1518  VERT ORDER  -  FIRST     CLASS II
 LU1518
 LU1518.The horizontal coordinates were scaled from a topographic map and have
 LU1518.an estimated accuracy of +/- 6 seconds.
 LU1518.
 LU1518.The orthometric height was determined by differential leveling and
 LU1518.adjusted in June 1991.
 LU1518
 LU1518.The geoid height was determined by GEOID09.
 LU1518
 LU1518.The dynamic height is computed by dividing the NAVD 88
 LU1518.geopotential number by the normal gravity value computed on the
 LU1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1518.degrees latitude (g = 980.6199 gals.).
 LU1518
 LU1518.The modeled gravity was interpolated from observed gravity values.
 LU1518
 LU1518;                    North         East    Units  Estimated Accuracy
 LU1518;SPC CA 1     -   680,210.    1,862,490.      MT  (+/- 180 meters Scaled)
 LU1518
 LU1518                          SUPERSEDED SURVEY CONTROL
 LU1518
 LU1518  NGVD 29 (12/02/92)  140.637  (m)          461.41   (f) ADJUSTED    1 2
 LU1518
 LU1518.Superseded values are not recommended for survey control.
 LU1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1518.See file dsdata.txt to determine how the superseded data were derived.
 LU1518
 LU1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL466328(NAD 83)
 LU1518
 LU1518_MARKER: DD = SURVEY DISK
 LU1518_SETTING: 80 = SET IN A BOULDER
 LU1518_SP_SET: BOULDER
 LU1518_STAMPING: 460.951 B 06
 LU1518_MARK LOGO: USGS  
 LU1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1518+STABILITY: SURFACE MOTION
 LU1518
 LU1518  HISTORY     - Date     Condition        Report By
 LU1518  HISTORY     - UNK      MONUMENTED       USGS
 LU1518  HISTORY     - 1935     GOOD             CGS
 LU1518  HISTORY     - 1987     GOOD             NGS
 LU1518
 LU1518                          STATION DESCRIPTION
 LU1518
 LU1518'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LU1518'AT WILLOW CREEK.
 LU1518'AT WILLOW CREEK, HUMBOLDT COUNTY, ON STATE HIGHWAY 96, AT
 LU1518'HIGHWAY STATION 503+50, ABOUT 160 FEET WEST OF THE WILLOW CREEK
 LU1518'HOTEL, 13 FEET WEST OF AN AAA SIGN HOOPA 12 MILES, 52 FEET
 LU1518'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 59 FEET NORTHWEST
 LU1518'OF A 4-FOOT FIR TREE, AND IN THE TOP OF A ROCK.  A UNITED STATES
 LU1518'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 460.951 B 06.
 LU1518
 LU1518                          STATION RECOVERY (1987)
 LU1518
 LU1518'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 LU1518'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  0.6 KM
 LU1518'(0.35 MI) NORTH ALONG STATE HIGHWAY 96 FROM THE JUNCTION OF STATE
 LU1518'HIGHWAY 299 IN WILLOW CREEK, IN TOP OF THE NORTH END OF A 3 BY 6 FOOT
 LU1518'BOULDER THAT PROJECTS 12-INCHES ABOVE THE GROUND SURFACE, 28.2 M
 LU1518'(92.5 FT) NORTH OF THE CENTER OF BRANNAN MOUNTAIN ROAD, AND 8.0 M
 LU1518'(26.2 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.  NOTE--THE DISK
 LU1518'HAS BEEN MUTILATED, BUT IS SOLID IN PLACE.
 LU1518'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1782 ***********************************************************************
 LU1782  DESIGNATION -  983.42 RESET
 LU1782  PID         -  LU1782
 LU1782  STATE/COUNTY-  CA/TRINITY
 LU1782  USGS QUAD   -  IRONSIDE MTN (1982)
 LU1782
 LU1782                         *CURRENT SURVEY CONTROL
 LU1782  ___________________________________________________________________
 LU1782* NAD 83(1986)-  40 47 23.     (N)    123 26 23.     (W)     SCALED    
 LU1782* NAVD 88     -       301.724  (meters)     989.91   (feet)  ADJUSTED  
 LU1782  ___________________________________________________________________
 LU1782  GEOID HEIGHT-         -27.46  (meters)                     GEOID09
 LU1782  DYNAMIC HT  -         301.560 (meters)     989.37  (feet)  COMP
 LU1782  MODELED GRAV-     980,073.3   (mgal)                       NAVD 88
 LU1782
 LU1782  VERT ORDER  -  FIRST     CLASS II
 LU1782
 LU1782.The horizontal coordinates were scaled from a topographic map and have
 LU1782.an estimated accuracy of +/- 6 seconds.
 LU1782.
 LU1782.The orthometric height was determined by differential leveling and
 LU1782.adjusted in June 1991.
 LU1782
 LU1782.The geoid height was determined by GEOID09.
 LU1782
 LU1782.The dynamic height is computed by dividing the NAVD 88
 LU1782.geopotential number by the normal gravity value computed on the
 LU1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1782.degrees latitude (g = 980.6199 gals.).
 LU1782
 LU1782.The modeled gravity was interpolated from observed gravity values.
 LU1782
 LU1782;                    North         East    Units  Estimated Accuracy
 LU1782;SPC CA 1     -   662,710.    1,878,500.      MT  (+/- 180 meters Scaled)
 LU1782
 LU1782                          SUPERSEDED SURVEY CONTROL
 LU1782
 LU1782  NGVD 29 (08/19/04)  300.78   (m)          986.8    (f) RESET       3  
 LU1782
 LU1782.Superseded values are not recommended for survey control.
 LU1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1782.See file dsdata.txt to determine how the superseded data were derived.
 LU1782
 LU1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL629155(NAD 83)
 LU1782
 LU1782_MARKER: DB = BENCH MARK DISK
 LU1782_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1782_SP_SET: BRIDGE GUARDRAIL
 LU1782_STAMPING: 983.42 USBPR 1928 RESET 1985
 LU1782_MARK LOGO: CADH  
 LU1782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1782
 LU1782  HISTORY     - Date     Condition        Report By
 LU1782  HISTORY     - 1985     MONUMENTED       CADT
 LU1782  HISTORY     - 1988     GOOD             NGS
 LU1782
 LU1782                          STATION DESCRIPTION
 LU1782
 LU1782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1782'21.7 KM (13.50 MI) NW FROM BIG BAR.
 LU1782'21.7 KM (13.50 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE POST
 LU1782'OFFICE IN BIG BAR, IN TOP OF AND 5.0 M (16.4 FT) WEST OF THE EAST END
 LU1782'OF THE SOUTH CONCRETE GUARDRAIL OF HIGHWAY BRIDGE NUMBER 5-06
 LU1782'SPANNING THE TRINITY RIVER, AND 5.8 M (19.0 FT) SOUTH OF THE
 LU1782'CENTERLINE OF THE HIGHWAY.
 LU1782'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0612 ***********************************************************************
 LV0612  DESIGNATION -  A 1402
 LV0612  PID         -  LV0612
 LV0612  STATE/COUNTY-  CA/HUMBOLDT
 LV0612  USGS QUAD   -  ARCATA NORTH (1972)
 LV0612
 LV0612                         *CURRENT SURVEY CONTROL
 LV0612  ___________________________________________________________________
 LV0612* NAD 83(1986)-  40 52 44.     (N)    124 04 55.     (W)     SCALED    
 LV0612* NAVD 88     -        18.659  (meters)      61.22   (feet)  ADJUSTED  
 LV0612  ___________________________________________________________________
 LV0612  GEOID HEIGHT-         -30.17  (meters)                     GEOID09
 LV0612  DYNAMIC HT  -          18.652 (meters)      61.19  (feet)  COMP
 LV0612  MODELED GRAV-     980,210.9   (mgal)                       NAVD 88
 LV0612
 LV0612  VERT ORDER  -  FIRST     CLASS II
 LV0612
 LV0612.The horizontal coordinates were scaled from a topographic map and have
 LV0612.an estimated accuracy of +/- 6 seconds.
 LV0612.
 LV0612.The orthometric height was determined by differential leveling and
 LV0612.adjusted in June 1991.
 LV0612
 LV0612.The geoid height was determined by GEOID09.
 LV0612
 LV0612.The dynamic height is computed by dividing the NAVD 88
 LV0612.geopotential number by the normal gravity value computed on the
 LV0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0612.degrees latitude (g = 980.6199 gals.).
 LV0612
 LV0612.The modeled gravity was interpolated from observed gravity values.
 LV0612
 LV0612;                    North         East    Units  Estimated Accuracy
 LV0612;SPC CA 1     -   673,700.    1,824,550.      MT  (+/- 180 meters Scaled)
 LV0612
 LV0612                          SUPERSEDED SURVEY CONTROL
 LV0612
 LV0612  NGVD 29 (12/02/92)   17.634  (m)           57.85   (f) ADJUSTED    1 2
 LV0612
 LV0612.Superseded values are not recommended for survey control.
 LV0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0612.See file dsdata.txt to determine how the superseded data were derived.
 LV0612
 LV0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL088258(NAD 83)
 LV0612
 LV0612_MARKER: DV = VERTICAL CONTROL DISK
 LV0612_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0612_SP_SET: PIER
 LV0612_STAMPING: A 1402 1988
 LV0612_MARK LOGO: NGS   
 LV0612_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0612+STABILITY: POSITION/ELEVATION WELL
 LV0612
 LV0612  HISTORY     - Date     Condition        Report By
 LV0612  HISTORY     - 1988     MONUMENTED       NGS
 LV0612  HISTORY     - 19880216 GOOD             NGS
 LV0612
 LV0612                          STATION DESCRIPTION
 LV0612
 LV0612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0612'IN ARCATA.
 LV0612'IN ARCATA, AT THE INTERSECTION OF U.S. HIGHWAY 101 AND SUNSET AVENUE,
 LV0612'SET VERTICALLY IN THE SOUTH FACE OF THE MOST NORTHERLY 1 OF 2 COLUMNS
 LV0612'OF THE CENTER PIER OF THE AVENUE OVERPASS OF THE HIGHWAY, 12.0 M
 LV0612'(39.4 FT) WEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 LV0612'HIGHWAY, 10.7 M (35.1 FT) EAST OF THE CENTERLINE OF THE SOUTHBOUND
 LV0612'LANES OF THE HIGHWAY, AND 4.6 M (15.1 FT) NORTH OF THE CENTER OF THE
 LV0612'AVENUE.
 LV0612'THE MARK IS 1.3 M ABOVE THE GROUND.
 LV0612
 LV0612                          STATION RECOVERY (1988)
 LV0612
 LV0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0612'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1718 ***********************************************************************
 LU1718  DESIGNATION -  A 1403
 LU1718  PID         -  LU1718
 LU1718  STATE/COUNTY-  CA/HUMBOLDT
 LU1718  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1718
 LU1718                         *CURRENT SURVEY CONTROL
 LU1718  ___________________________________________________________________
 LU1718* NAD 83(1986)-  40 56 26.     (N)    123 52 15.     (W)     SCALED    
 LU1718* NAVD 88     -       624.633  (meters)    2049.32   (feet)  ADJUSTED  
 LU1718  ___________________________________________________________________
 LU1718  GEOID HEIGHT-         -28.91  (meters)                     GEOID09
 LU1718  DYNAMIC HT  -         624.304 (meters)    2048.24  (feet)  COMP
 LU1718  MODELED GRAV-     980,077.2   (mgal)                       NAVD 88
 LU1718
 LU1718  VERT ORDER  -  FIRST     CLASS II
 LU1718
 LU1718.The horizontal coordinates were scaled from a topographic map and have
 LU1718.an estimated accuracy of +/- 6 seconds.
 LU1718.
 LU1718.The orthometric height was determined by differential leveling and
 LU1718.adjusted in June 1991.
 LU1718
 LU1718.The geoid height was determined by GEOID09.
 LU1718
 LU1718.The dynamic height is computed by dividing the NAVD 88
 LU1718.geopotential number by the normal gravity value computed on the
 LU1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1718.degrees latitude (g = 980.6199 gals.).
 LU1718
 LU1718.The modeled gravity was interpolated from observed gravity values.
 LU1718
 LU1718;                    North         East    Units  Estimated Accuracy
 LU1718;SPC CA 1     -   680,140.    1,842,480.      MT  (+/- 180 meters Scaled)
 LU1718
 LU1718                          SUPERSEDED SURVEY CONTROL
 LU1718
 LU1718  NGVD 29 (12/02/92)  623.625  (m)         2046.01   (f) ADJUSTED    1 2
 LU1718
 LU1718.Superseded values are not recommended for survey control.
 LU1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1718.See file dsdata.txt to determine how the superseded data were derived.
 LU1718
 LU1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL266325(NAD 83)
 LU1718
 LU1718_MARKER: DB = BENCH MARK DISK
 LU1718_SETTING: 66 = SET IN ROCK OUTCROP
 LU1718_SP_SET: BEDROCK
 LU1718_STAMPING: A 1403 1988
 LU1718_MARK LOGO: NGS   
 LU1718_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1718+STABILITY: POSITION/ELEVATION WELL
 LU1718
 LU1718  HISTORY     - Date     Condition        Report By
 LU1718  HISTORY     - 1988     MONUMENTED       NGS
 LU1718
 LU1718                          STATION DESCRIPTION
 LU1718
 LU1718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1718'26.3 KM (16.35 MI) EAST FROM ARCATA.
 LU1718'26.3 KM (16.35 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1718'OF U.S. HIGHWAY 101 IN ARCATA, NEAR THE CENTER OF THE NORTHWESTERN
 LU1718'1/2 OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 1.5 KM (0.95 MI)
 LU1718'NORTHWEST OF LORD ELLIS-SUMMIT, 9.3 M (30.5 FT) NORTHEAST OF THE
 LU1718'CENTERLINE OF THE HIGHWAY, AND 9.1 M (29.9 FT) SOUTHEAST OF THE
 LU1718'NORTHWEST EDGE OF THE EXPOSED BEDROCK.
 LU1718'THE MARK IS 0.55 METERS  NW FROM  A WITNESS POST
 LU1718'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1741 ***********************************************************************
 LU1741  DESIGNATION -  A 1406
 LU1741  PID         -  LU1741
 LU1741  STATE/COUNTY-  CA/HUMBOLDT
 LU1741  USGS QUAD   -  WILLOW CREEK (1979)
 LU1741
 LU1741                         *CURRENT SURVEY CONTROL
 LU1741  ___________________________________________________________________
 LU1741* NAD 83(1986)-  40 54 18.     (N)    123 44 42.     (W)     SCALED    
 LU1741* NAVD 88     -       712.278  (meters)    2336.87   (feet)  ADJUSTED  
 LU1741  ___________________________________________________________________
 LU1741  GEOID HEIGHT-         -28.27  (meters)                     GEOID09
 LU1741  DYNAMIC HT  -         711.866 (meters)    2335.51  (feet)  COMP
 LU1741  MODELED GRAV-     980,022.6   (mgal)                       NAVD 88
 LU1741
 LU1741  VERT ORDER  -  FIRST     CLASS II
 LU1741
 LU1741.The horizontal coordinates were scaled from a topographic map and have
 LU1741.an estimated accuracy of +/- 6 seconds.
 LU1741.
 LU1741.The orthometric height was determined by differential leveling and
 LU1741.adjusted in June 1991.
 LU1741
 LU1741.The geoid height was determined by GEOID09.
 LU1741
 LU1741.The dynamic height is computed by dividing the NAVD 88
 LU1741.geopotential number by the normal gravity value computed on the
 LU1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1741.degrees latitude (g = 980.6199 gals.).
 LU1741
 LU1741.The modeled gravity was interpolated from observed gravity values.
 LU1741
 LU1741;                    North         East    Units  Estimated Accuracy
 LU1741;SPC CA 1     -   675,980.    1,853,000.      MT  (+/- 180 meters Scaled)
 LU1741
 LU1741                          SUPERSEDED SURVEY CONTROL
 LU1741
 LU1741.No superseded survey control is available for this station.
 LU1741
 LU1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL372284(NAD 83)
 LU1741
 LU1741_MARKER: DB = BENCH MARK DISK
 LU1741_SETTING: 66 = SET IN ROCK OUTCROP
 LU1741_SP_SET: BEDROCK
 LU1741_STAMPING: A 1406 1988
 LU1741_MARK LOGO: NGS   
 LU1741_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1741+STABILITY: POSITION/ELEVATION WELL
 LU1741
 LU1741  HISTORY     - Date     Condition        Report By
 LU1741  HISTORY     - 1988     MONUMENTED       NGS
 LU1741
 LU1741                          STATION DESCRIPTION
 LU1741
 LU1741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1741'12.8 KM (7.95 MI) WEST FROM WILLOW CREEK.
 LU1741'12.8 KM (7.95 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1741'OF STATE HIGHWAY 96 IN WILLOW CREEK, IN A 7 BY 14 FOOT EXPOSED AREA
 LU1741'OF BEDROCK IN A HIGHWAY CUT, AT A UTILITY LINE CROSSING THE HIGHWAY,
 LU1741'0.1 KM (0.05 MI) WEST OF THE INTERSECTION OF A DIRT ROAD LEADING
 LU1741'NORTH, 6.8 M (22.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND
 LU1741'0.7 M (2.3 FT) EAST OF THE WEST END OF THE EXPOSED BEDROCK.
 LU1741'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LU1741'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1765 ***********************************************************************
 LU1765  DESIGNATION -  A 1422
 LU1765  PID         -  LU1765
 LU1765  STATE/COUNTY-  CA/TRINITY
 LU1765  USGS QUAD   -  SALYER (1979)
 LU1765
 LU1765                         *CURRENT SURVEY CONTROL
 LU1765  ___________________________________________________________________
 LU1765* NAD 83(1986)-  40 52 51.     (N)    123 32 34.     (W)     SCALED    
 LU1765* NAVD 88     -       250.908  (meters)     823.19   (feet)  ADJUSTED  
 LU1765  ___________________________________________________________________
 LU1765  GEOID HEIGHT-         -27.69  (meters)                     GEOID09
 LU1765  DYNAMIC HT  -         250.774 (meters)     822.75  (feet)  COMP
 LU1765  MODELED GRAV-     980,088.3   (mgal)                       NAVD 88
 LU1765
 LU1765  VERT ORDER  -  FIRST     CLASS II
 LU1765
 LU1765.The horizontal coordinates were scaled from a topographic map and have
 LU1765.an estimated accuracy of +/- 6 seconds.
 LU1765.
 LU1765.The orthometric height was determined by differential leveling and
 LU1765.adjusted in June 1991.
 LU1765
 LU1765.The geoid height was determined by GEOID09.
 LU1765
 LU1765.The dynamic height is computed by dividing the NAVD 88
 LU1765.geopotential number by the normal gravity value computed on the
 LU1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1765.degrees latitude (g = 980.6199 gals.).
 LU1765
 LU1765.The modeled gravity was interpolated from observed gravity values.
 LU1765
 LU1765;                    North         East    Units  Estimated Accuracy
 LU1765;SPC CA 1     -   672,980.    1,869,990.      MT  (+/- 180 meters Scaled)
 LU1765
 LU1765                          SUPERSEDED SURVEY CONTROL
 LU1765
 LU1765.No superseded survey control is available for this station.
 LU1765
 LU1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL542256(NAD 83)
 LU1765
 LU1765_MARKER: I = METAL ROD
 LU1765_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1765_SP_SET: STAINLESS STEEL ROD
 LU1765_STAMPING: A 1422 1988
 LU1765_MARK LOGO: NGS   
 LU1765_PROJECTION: FLUSH
 LU1765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1765+STABILITY: POSITION/ELEVATION WELL
 LU1765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1765+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1765_ROD/PIPE-DEPTH: 11.6 meters
 LU1765
 LU1765  HISTORY     - Date     Condition        Report By
 LU1765  HISTORY     - 1988     MONUMENTED       NGS
 LU1765  HISTORY     - 20030910 GOOD             CADT
 LU1765
 LU1765                          STATION DESCRIPTION
 LU1765
 LU1765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1765'13.2 KM (8.20 MI) SE FROM WILLOW CREEK.
 LU1765'13.2 KM (8.20 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1765'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, 0.7 KM (0.45 MI) EAST
 LU1765'OF THE INTERSECTION OF A DRIVEWAY INTO A REST AREA, 11.1 M (36.4 FT)
 LU1765'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY,
 LU1765'AND 9.3 M (30.5 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY AND GATE.
 LU1765'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1765'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LU1765'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LU1765
 LU1765                          STATION RECOVERY (2003)
 LU1765
 LU1765'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1788 ***********************************************************************
 LU1788  DESIGNATION -  A 1423
 LU1788  PID         -  LU1788
 LU1788  STATE/COUNTY-  CA/TRINITY
 LU1788  USGS QUAD   -  DEL LOMA (1982)
 LU1788
 LU1788                         *CURRENT SURVEY CONTROL
 LU1788  ___________________________________________________________________
 LU1788* NAD 83(1986)-  40 46 41.     (N)    123 19 09.     (W)     SCALED    
 LU1788* NAVD 88     -       347.230  (meters)    1139.20   (feet)  ADJUSTED  
 LU1788  ___________________________________________________________________
 LU1788  GEOID HEIGHT-         -27.05  (meters)                     GEOID09
 LU1788  DYNAMIC HT  -         347.035 (meters)    1138.56  (feet)  COMP
 LU1788  MODELED GRAV-     980,055.0   (mgal)                       NAVD 88
 LU1788
 LU1788  VERT ORDER  -  FIRST     CLASS II
 LU1788
 LU1788.The horizontal coordinates were scaled from a topographic map and have
 LU1788.an estimated accuracy of +/- 6 seconds.
 LU1788.
 LU1788.The orthometric height was determined by differential leveling and
 LU1788.adjusted in June 1991.
 LU1788
 LU1788.The geoid height was determined by GEOID09.
 LU1788
 LU1788.The dynamic height is computed by dividing the NAVD 88
 LU1788.geopotential number by the normal gravity value computed on the
 LU1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1788.degrees latitude (g = 980.6199 gals.).
 LU1788
 LU1788.The modeled gravity was interpolated from observed gravity values.
 LU1788
 LU1788;                    North         East    Units  Estimated Accuracy
 LU1788;SPC CA 1     -   661,260.    1,888,660.      MT  (+/- 180 meters Scaled)
 LU1788
 LU1788                          SUPERSEDED SURVEY CONTROL
 LU1788
 LU1788.No superseded survey control is available for this station.
 LU1788
 LU1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL730141(NAD 83)
 LU1788
 LU1788_MARKER: DB = BENCH MARK DISK
 LU1788_SETTING: 66 = SET IN ROCK OUTCROP
 LU1788_SP_SET: BEDROCK
 LU1788_STAMPING: A 1423 1988
 LU1788_MARK LOGO: NGS   
 LU1788_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1788+STABILITY: POSITION/ELEVATION WELL
 LU1788
 LU1788  HISTORY     - Date     Condition        Report By
 LU1788  HISTORY     - 1988     MONUMENTED       NGS
 LU1788
 LU1788                          STATION DESCRIPTION
 LU1788
 LU1788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1788'8.0 KM (4.95 MI) NW FROM BIG BAR.
 LU1788'8.0 KM (4.95 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE POST
 LU1788'OFFICE IN BIG BAR, IN AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 LU1788'0.9 KM (0.55 MI) SOUTHWEST OF THE INTERSECTION OF BIG FRENCH CREEK
 LU1788'ROAD, AND 7.8 M (25.6 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LU1788'THE MARK IS 1.8 METERS  W FROM  A WITNESS POST
 LU1788'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1809 ***********************************************************************
 LU1809  DESIGNATION -  A 1424
 LU1809  PID         -  LU1809
 LU1809  STATE/COUNTY-  CA/TRINITY
 LU1809  USGS QUAD   -  JUNCTION CITY (1982)
 LU1809
 LU1809                         *CURRENT SURVEY CONTROL
 LU1809  ___________________________________________________________________
 LU1809* NAD 83(1986)-  40 43 58.     (N)    123 01 19.     (W)     SCALED    
 LU1809* NAVD 88     -       531.162  (meters)    1742.65   (feet)  ADJUSTED  
 LU1809  ___________________________________________________________________
 LU1809  GEOID HEIGHT-         -26.60  (meters)                     GEOID09
 LU1809  DYNAMIC HT  -         530.834 (meters)    1741.58  (feet)  COMP
 LU1809  MODELED GRAV-     979,990.6   (mgal)                       NAVD 88
 LU1809
 LU1809  VERT ORDER  -  FIRST     CLASS II
 LU1809
 LU1809.The horizontal coordinates were scaled from a topographic map and have
 LU1809.an estimated accuracy of +/- 6 seconds.
 LU1809.
 LU1809.The orthometric height was determined by differential leveling and
 LU1809.adjusted in June 1991.
 LU1809
 LU1809.The geoid height was determined by GEOID09.
 LU1809
 LU1809.The dynamic height is computed by dividing the NAVD 88
 LU1809.geopotential number by the normal gravity value computed on the
 LU1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1809.degrees latitude (g = 980.6199 gals.).
 LU1809
 LU1809.The modeled gravity was interpolated from observed gravity values.
 LU1809
 LU1809;                    North         East    Units  Estimated Accuracy
 LU1809;SPC CA 1     -   655,890.    1,913,680.      MT  (+/- 180 meters Scaled)
 LU1809
 LU1809                          SUPERSEDED SURVEY CONTROL
 LU1809
 LU1809.No superseded survey control is available for this station.
 LU1809
 LU1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL981090(NAD 83)
 LU1809
 LU1809_MARKER: I = METAL ROD
 LU1809_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1809_SP_SET: STAINLESS STEEL ROD
 LU1809_STAMPING: A 1424 1988
 LU1809_MARK LOGO: NGS   
 LU1809_PROJECTION: FLUSH
 LU1809_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1809+STABILITY: POSITION/ELEVATION WELL
 LU1809_ROD/PIPE-DEPTH: 7.6  meters
 LU1809
 LU1809  HISTORY     - Date     Condition        Report By
 LU1809  HISTORY     - 1988     MONUMENTED       NGS
 LU1809
 LU1809                          STATION DESCRIPTION
 LU1809
 LU1809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1809'9.7 KM (6.05 MI) NW FROM WEAVERVILLE.
 LU1809'9.7 KM (6.05 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1809'JUNCTION OF STATE HIGHWAY 3 IN WEAVERVILLE, 18.5 M (60.7 FT) NORTH OF
 LU1809'THE CENTERLINE OF THE HIGHWAY, 12.0 M (39.4 FT) SOUTHEAST OF THE
 LU1809'CENTER OF SLATTERY GULCH ROAD, 6.0 M (19.7 FT) NORTHWEST OF THE
 LU1809'CENTER OF A DRIVEWAY LEADING NORTHEAST, AND 3.1 M (10.2 FT) EAST OF
 LU1809'THE CENTER OF SLATTERY GULCH. NOTE--ACCESS TO DATUM POINT IS HAD
 LU1809'THROUGH A 5-INCH LOGO CAP.
 LU1809'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 LU1809'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1838 ***********************************************************************
 LU1838  DESIGNATION -  A 1425
 LU1838  PID         -  LU1838
 LU1838  STATE/COUNTY-  CA/TRINITY
 LU1838  USGS QUAD   -  LEWISTON (1982)
 LU1838
 LU1838                         *CURRENT SURVEY CONTROL
 LU1838  ___________________________________________________________________
 LU1838* NAD 83(1986)-  40 39 58.     (N)    122 48 32.     (W)     SCALED    
 LU1838* NAVD 88     -       710.138  (meters)    2329.84   (feet)  ADJUSTED  
 LU1838  ___________________________________________________________________
 LU1838  GEOID HEIGHT-         -26.77  (meters)                     GEOID09
 LU1838  DYNAMIC HT  -         709.695 (meters)    2328.39  (feet)  COMP
 LU1838  MODELED GRAV-     979,978.6   (mgal)                       NAVD 88
 LU1838
 LU1838  VERT ORDER  -  FIRST     CLASS II
 LU1838
 LU1838.The horizontal coordinates were scaled from a topographic map and have
 LU1838.an estimated accuracy of +/- 6 seconds.
 LU1838.
 LU1838.The orthometric height was determined by differential leveling and
 LU1838.adjusted in June 1991.
 LU1838
 LU1838.The geoid height was determined by GEOID09.
 LU1838
 LU1838.The dynamic height is computed by dividing the NAVD 88
 LU1838.geopotential number by the normal gravity value computed on the
 LU1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1838.degrees latitude (g = 980.6199 gals.).
 LU1838
 LU1838.The modeled gravity was interpolated from observed gravity values.
 LU1838
 LU1838;                    North         East    Units  Estimated Accuracy
 LU1838;SPC CA 1     -   648,300.    1,931,610.      MT  (+/- 180 meters Scaled)
 LU1838
 LU1838                          SUPERSEDED SURVEY CONTROL
 LU1838
 LU1838.No superseded survey control is available for this station.
 LU1838
 LU1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL161017(NAD 83)
 LU1838
 LU1838_MARKER: I = METAL ROD
 LU1838_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1838+WITH SETTING: INFORMATION.
 LU1838_SP_SET: SHALLOW-SET METAL ROD
 LU1838_STAMPING: A 1425 1988
 LU1838_MARK LOGO: NGS   
 LU1838_PROJECTION: FLUSH
 LU1838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1838_ROD/PIPE-DEPTH: 1.9  meters
 LU1838
 LU1838  HISTORY     - Date     Condition        Report By
 LU1838  HISTORY     - 1988     MONUMENTED       NGS
 LU1838
 LU1838                          STATION DESCRIPTION
 LU1838
 LU1838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1838'24.1 KM (15.00 MI) EAST FROM WEAVERVILLE.
 LU1838'24.1 KM (15.00 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1838'OF STATE HIGHWAY 3 IN WEAVERVILLE, 1.2 KM (0.75 MI) WEST OF THE
 LU1838'INTERSECTION OF TRINITY DAM ROAD, 26.2 M (86.0 FT) NORTHWEST OF THE
 LU1838'CENTER OF A DIRT ROAD LEADING NORTHEAST, 24.1 M (79.1 FT) NORTHEAST
 LU1838'OF THE CENTERLINE OF THE HIGHWAY, AND 17.6 M (57.7 FT) SOUTHWEST OF A
 LU1838'UTILITY POLE WITH 2 GUY WIRES. NOTE--ACCESS TO DATUM POINT IS HAD
 LU1838'THROUGH A 5-INCH LOGO CAP.
 LU1838'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LU1838'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1854 ***********************************************************************
 LU1854  DESIGNATION -  A 1426
 LU1854  PID         -  LU1854
 LU1854  STATE/COUNTY-  CA/SHASTA
 LU1854  USGS QUAD   -  FRENCH GULCH (1979)
 LU1854
 LU1854                         *CURRENT SURVEY CONTROL
 LU1854  ___________________________________________________________________
 LU1854* NAD 83(1986)-  40 40 05.     (N)    122 42 06.     (W)     SCALED    
 LU1854* NAVD 88     -       582.321  (meters)    1910.50   (feet)  ADJUSTED  
 LU1854  ___________________________________________________________________
 LU1854  GEOID HEIGHT-         -26.76  (meters)                     GEOID09
 LU1854  DYNAMIC HT  -         581.955 (meters)    1909.30  (feet)  COMP
 LU1854  MODELED GRAV-     979,979.6   (mgal)                       NAVD 88
 LU1854
 LU1854  VERT ORDER  -  FIRST     CLASS II
 LU1854
 LU1854.The horizontal coordinates were scaled from a topographic map and have
 LU1854.an estimated accuracy of +/- 6 seconds.
 LU1854.
 LU1854.The orthometric height was determined by differential leveling and
 LU1854.adjusted in June 1991.
 LU1854
 LU1854.The geoid height was determined by GEOID09.
 LU1854
 LU1854.The dynamic height is computed by dividing the NAVD 88
 LU1854.geopotential number by the normal gravity value computed on the
 LU1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1854.degrees latitude (g = 980.6199 gals.).
 LU1854
 LU1854.The modeled gravity was interpolated from observed gravity values.
 LU1854
 LU1854;                    North         East    Units  Estimated Accuracy
 LU1854;SPC CA 1     -   648,440.    1,940,680.      MT  (+/- 180 meters Scaled)
 LU1854
 LU1854                          SUPERSEDED SURVEY CONTROL
 LU1854
 LU1854.No superseded survey control is available for this station.
 LU1854
 LU1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL252019(NAD 83)
 LU1854
 LU1854_MARKER: I = METAL ROD
 LU1854_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1854+WITH SETTING: INFORMATION.
 LU1854_SP_SET: SHALLOW-SET METAL ROD
 LU1854_STAMPING: A 1426 1988
 LU1854_MARK LOGO: NGS   
 LU1854_PROJECTION: FLUSH
 LU1854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1854_ROD/PIPE-DEPTH: 2.4  meters
 LU1854
 LU1854  HISTORY     - Date     Condition        Report By
 LU1854  HISTORY     - 1988     MONUMENTED       NGS
 LU1854
 LU1854                          STATION DESCRIPTION
 LU1854
 LU1854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1854'31.4 KM (19.50 MI) WEST FROM REDDING.
 LU1854'31.4 KM (19.50 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1854'WITH CALIFORNIA STREET IN REDDING, AT THE WEST BASE OF A HILL IN A
 LU1854'HORSESHOE CURVE IN THE HIGHWAY, 29.5 M (96.8 FT) WEST OF THE
 LU1854'CENTERLINE OF THE HIGHWAY, AND 3.7 M (12.1 FT) NORTH OF THE CENTER OF
 LU1854'A TRACK ROAD. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LU1854'LOGO CAP.
 LU1854'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LU1854'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1699 ***********************************************************************
 LU1699  DESIGNATION -  A 1427
 LU1699  PID         -  LU1699
 LU1699  STATE/COUNTY-  CA/SHASTA
 LU1699  USGS QUAD   -  REDDING (1969)
 LU1699
 LU1699                         *CURRENT SURVEY CONTROL
 LU1699  ___________________________________________________________________
 LU1699* NAD 83(1986)-  40 34 42.     (N)    122 23 29.     (W)     SCALED    
 LU1699* NAVD 88     -       170.071  (meters)     557.97   (feet)  ADJUSTED  
 LU1699  ___________________________________________________________________
 LU1699  GEOID HEIGHT-         -27.54  (meters)                     GEOID09
 LU1699  DYNAMIC HT  -         169.986 (meters)     557.70  (feet)  COMP
 LU1699  MODELED GRAV-     980,123.2   (mgal)                       NAVD 88
 LU1699
 LU1699  VERT ORDER  -  FIRST     CLASS II
 LU1699
 LU1699.The horizontal coordinates were scaled from a topographic map and have
 LU1699.an estimated accuracy of +/- 6 seconds.
 LU1699.
 LU1699.The orthometric height was determined by differential leveling and
 LU1699.adjusted in June 1991.
 LU1699
 LU1699.The geoid height was determined by GEOID09.
 LU1699
 LU1699.The dynamic height is computed by dividing the NAVD 88
 LU1699.geopotential number by the normal gravity value computed on the
 LU1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1699.degrees latitude (g = 980.6199 gals.).
 LU1699
 LU1699.The modeled gravity was interpolated from observed gravity values.
 LU1699
 LU1699;                    North         East    Units  Estimated Accuracy
 LU1699;SPC CA 1     -   638,320.    1,966,870.      MT  (+/- 180 meters Scaled)
 LU1699
 LU1699                          SUPERSEDED SURVEY CONTROL
 LU1699
 LU1699.No superseded survey control is available for this station.
 LU1699
 LU1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK515921(NAD 83)
 LU1699
 LU1699_MARKER: I = METAL ROD
 LU1699_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1699_SP_SET: STAINLESS STEEL ROD
 LU1699_STAMPING: A 1427 1988
 LU1699_MARK LOGO: NGS   
 LU1699_PROJECTION: FLUSH
 LU1699_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1699+STABILITY: POSITION/ELEVATION WELL
 LU1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1699+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1988
 LU1699_ROD/PIPE-DEPTH: 4.1  meters
 LU1699
 LU1699  HISTORY     - Date     Condition        Report By
 LU1699  HISTORY     - 1988     MONUMENTED       NGS
 LU1699  HISTORY     - 19880622 GOOD             NGS
 LU1699
 LU1699                          STATION DESCRIPTION
 LU1699
 LU1699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1699'IN REDDING.
 LU1699'IN REDDING, AT THE INTERSECTION OF LINCOLN STREET AND THE SOUTHERN
 LU1699'PACIFIC RAILROAD, 29.2 M (95.8 FT) EAST OF THE NEAR RAIL, 19.7 M
 LU1699'(64.6 FT) EAST OF THE NORTHWEST CORNER OF A FENCE AROUND A CEMETARY,
 LU1699'11.4 M (37.4 FT) WEST OF THE CENTER OF THE CEMETARY ENTRANCE, 11.0 M
 LU1699'(36.1 FT) SOUTH OF THE CENTER OF THE STREET, AND 0.3 M (1.0 FT) NORTH
 LU1699'OF A FENCE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LU1699'CAP.
 LU1699'THE MARK IS ABOVE LEVEL WITH THE STREET.
 LU1699
 LU1699                          STATION RECOVERY (1988)
 LU1699
 LU1699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0877 ***********************************************************************
 LU0877  DESIGNATION -  A 78
 LU0877  PID         -  LU0877
 LU0877  STATE/COUNTY-  CA/SHASTA
 LU0877  USGS QUAD   -  FRENCH GULCH (1979)
 LU0877
 LU0877                         *CURRENT SURVEY CONTROL
 LU0877  ___________________________________________________________________
 LU0877* NAD 83(1986)-  40 40 20.     (N)    122 39 39.     (W)     SCALED    
 LU0877* NAVD 88     -       447.159  (meters)    1467.05   (feet)  ADJUSTED  
 LU0877  ___________________________________________________________________
 LU0877  GEOID HEIGHT-         -26.77  (meters)                     GEOID09
 LU0877  DYNAMIC HT  -         446.901 (meters)    1466.21  (feet)  COMP
 LU0877  MODELED GRAV-     980,036.5   (mgal)                       NAVD 88
 LU0877
 LU0877  VERT ORDER  -  FIRST     CLASS II
 LU0877
 LU0877.The horizontal coordinates were scaled from a topographic map and have
 LU0877.an estimated accuracy of +/- 6 seconds.
 LU0877.
 LU0877.The orthometric height was determined by differential leveling and
 LU0877.adjusted in June 1991.
 LU0877
 LU0877.The geoid height was determined by GEOID09.
 LU0877
 LU0877.The dynamic height is computed by dividing the NAVD 88
 LU0877.geopotential number by the normal gravity value computed on the
 LU0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0877.degrees latitude (g = 980.6199 gals.).
 LU0877
 LU0877.The modeled gravity was interpolated from observed gravity values.
 LU0877
 LU0877;                    North         East    Units  Estimated Accuracy
 LU0877;SPC CA 1     -   648,880.    1,944,130.      MT  (+/- 180 meters Scaled)
 LU0877
 LU0877                          SUPERSEDED SURVEY CONTROL
 LU0877
 LU0877  NGVD 29 (12/02/92)  446.314  (m)         1464.28   (f) ADJUSTED    1 2
 LU0877
 LU0877.Superseded values are not recommended for survey control.
 LU0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0877.See file dsdata.txt to determine how the superseded data were derived.
 LU0877
 LU0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL286024(NAD 83)
 LU0877
 LU0877_MARKER: DD = SURVEY DISK
 LU0877_SETTING: 66 = SET IN ROCK OUTCROP
 LU0877_SP_SET: ROCK LEDGE
 LU0877_STAMPING: A 78 1931
 LU0877_MARK LOGO: CADH  
 LU0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU0877
 LU0877  HISTORY     - Date     Condition        Report By
 LU0877  HISTORY     - 1931     MONUMENTED       USGS
 LU0877  HISTORY     - 1974     GOOD             NGS
 LU0877  HISTORY     - 1988     GOOD             NGS
 LU0877
 LU0877                          STATION DESCRIPTION
 LU0877
 LU0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LU0877'1.5 NW FROM FRENCH GULCH.
 LU0877'1.5 MILES NW ALONG U.S. HIGHWAY 299 FROM TOWER HOUSE (SITE) INT.
 LU0877'U.S. 299 AND FRENCH GULCH RD., 42 FT N OF HIGHWAY CENTERLINE, ON THE
 LU0877'TOP OF A ROCK LEDGE SLOPING TO THE E, ON WEST SIDE OF A SMALL DRAW,
 LU0877'ABOUT 125 FT W OF A RD LEADING N, AND ABOUT 3.3 FT BELOW THE
 LU0877'LEVEL OF THE HIGHWAY, A CALIFORNIA DIVISION OF HIGHWAYS STANDARD
 LU0877'DISK, STAMPED AS PER ABOVE.
 LU0877
 LU0877                          STATION RECOVERY (1988)
 LU0877
 LU0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0877'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  27.4 KM
 LU0877'(17.05 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION WITH
 LU0877'CALIFORNIA STREET IN REDDING.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0613 ***********************************************************************
 LV0613  DESIGNATION -  B 1402
 LV0613  PID         -  LV0613
 LV0613  STATE/COUNTY-  CA/HUMBOLDT
 LV0613  USGS QUAD   -  ARCATA NORTH (1972)
 LV0613
 LV0613                         *CURRENT SURVEY CONTROL
 LV0613  ___________________________________________________________________
 LV0613* NAD 83(1986)-  40 53 08.     (N)    124 04 47.     (W)     SCALED    
 LV0613* NAVD 88     -        16.654  (meters)      54.64   (feet)  ADJUSTED  
 LV0613  ___________________________________________________________________
 LV0613  GEOID HEIGHT-         -30.14  (meters)                     GEOID09
 LV0613  DYNAMIC HT  -          16.647 (meters)      54.62  (feet)  COMP
 LV0613  MODELED GRAV-     980,212.6   (mgal)                       NAVD 88
 LV0613
 LV0613  VERT ORDER  -  FIRST     CLASS II
 LV0613
 LV0613.The horizontal coordinates were scaled from a topographic map and have
 LV0613.an estimated accuracy of +/- 6 seconds.
 LV0613.
 LV0613.The orthometric height was determined by differential leveling and
 LV0613.adjusted in June 1991.
 LV0613
 LV0613.The geoid height was determined by GEOID09.
 LV0613
 LV0613.The dynamic height is computed by dividing the NAVD 88
 LV0613.geopotential number by the normal gravity value computed on the
 LV0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0613.degrees latitude (g = 980.6199 gals.).
 LV0613
 LV0613.The modeled gravity was interpolated from observed gravity values.
 LV0613
 LV0613;                    North         East    Units  Estimated Accuracy
 LV0613;SPC CA 1     -   674,430.    1,824,760.      MT  (+/- 180 meters Scaled)
 LV0613
 LV0613                          SUPERSEDED SURVEY CONTROL
 LV0613
 LV0613  NGVD 29 (12/02/92)   15.629  (m)           51.28   (f) ADJUSTED    1 2
 LV0613
 LV0613.Superseded values are not recommended for survey control.
 LV0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0613.See file dsdata.txt to determine how the superseded data were derived.
 LV0613
 LV0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL090266(NAD 83)
 LV0613
 LV0613_MARKER: DV = VERTICAL CONTROL DISK
 LV0613_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0613_SP_SET: PIER
 LV0613_STAMPING: B 1402 1988
 LV0613_MARK LOGO: NGS   
 LV0613_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LV0613+STABILITY: POSITION/ELEVATION WELL
 LV0613
 LV0613  HISTORY     - Date     Condition        Report By
 LV0613  HISTORY     - 1988     MONUMENTED       NGS
 LV0613  HISTORY     - 19880216 GOOD             NGS
 LV0613
 LV0613                          STATION DESCRIPTION
 LV0613
 LV0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0613'IN ARCATA.
 LV0613'IN ARCATA, AT THE INTERSECTION OF U.S. HIGHWAY 101 AND ST LOUIS ROAD,
 LV0613'SET VERTICALLY IN THE NORTH FACE OF THE MOST SOUTHERLY 1 OF 2 COLUMNS
 LV0613'OF THE CENTER PIER OF THE ROAD OVERPASS OF THE HIGHWAY
 LV0613'(0VERPASS NUMBER B4-254), 11.7 M (38.4 FT) WEST OF THE CENTERLINE OF
 LV0613'THE NORTHBOUND LANES OF THE HIGHWAY, 8.9 M (29.2 FT) EAST OF THE
 LV0613'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND 3.4 M
 LV0613'(11.2 FT) SOUTH OF THE CENTER OF THE ROAD.
 LV0613'THE MARK IS 1.3 M ABOVE THE GROUND.
 LV0613
 LV0613                          STATION RECOVERY (1988)
 LV0613
 LV0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0613'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1719 ***********************************************************************
 LU1719  DESIGNATION -  B 1403
 LU1719  PID         -  LU1719
 LU1719  STATE/COUNTY-  CA/HUMBOLDT
 LU1719  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1719
 LU1719                         *CURRENT SURVEY CONTROL
 LU1719  ___________________________________________________________________
 LU1719* NAD 83(1986)-  40 56 07.     (N)    123 51 54.     (W)     SCALED    
 LU1719* NAVD 88     -       666.322  (meters)    2186.09   (feet)  ADJUSTED  
 LU1719  ___________________________________________________________________
 LU1719  GEOID HEIGHT-         -28.89  (meters)                     GEOID09
 LU1719  DYNAMIC HT  -         665.971 (meters)    2184.94  (feet)  COMP
 LU1719  MODELED GRAV-     980,075.2   (mgal)                       NAVD 88
 LU1719
 LU1719  VERT ORDER  -  FIRST     CLASS II
 LU1719
 LU1719.The horizontal coordinates were scaled from a topographic map and have
 LU1719.an estimated accuracy of +/- 6 seconds.
 LU1719.
 LU1719.The orthometric height was determined by differential leveling and
 LU1719.adjusted in June 1991.
 LU1719
 LU1719.The geoid height was determined by GEOID09.
 LU1719
 LU1719.The dynamic height is computed by dividing the NAVD 88
 LU1719.geopotential number by the normal gravity value computed on the
 LU1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1719.degrees latitude (g = 980.6199 gals.).
 LU1719
 LU1719.The modeled gravity was interpolated from observed gravity values.
 LU1719
 LU1719;                    North         East    Units  Estimated Accuracy
 LU1719;SPC CA 1     -   679,550.    1,842,960.      MT  (+/- 180 meters Scaled)
 LU1719
 LU1719                          SUPERSEDED SURVEY CONTROL
 LU1719
 LU1719  NGVD 29 (12/02/92)  665.316  (m)         2182.79   (f) ADJUSTED    1 2
 LU1719
 LU1719.Superseded values are not recommended for survey control.
 LU1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1719.See file dsdata.txt to determine how the superseded data were derived.
 LU1719
 LU1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL271319(NAD 83)
 LU1719
 LU1719_MARKER: DB = BENCH MARK DISK
 LU1719_SETTING: 66 = SET IN ROCK OUTCROP
 LU1719_SP_SET: BEDROCK
 LU1719_STAMPING: B 1403 1988
 LU1719_MARK LOGO: NGS   
 LU1719_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1719+STABILITY: POSITION/ELEVATION WELL
 LU1719
 LU1719  HISTORY     - Date     Condition        Report By
 LU1719  HISTORY     - 1988     MONUMENTED       NGS
 LU1719
 LU1719                          STATION DESCRIPTION
 LU1719
 LU1719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1719'27.2 KM (16.90 MI) EAST FROM ARCATA.
 LU1719'27.2 KM (16.90 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1719'OF U.S. HIGHWAY 101 IN ARCATA, IN AN EXPOSED AREA OF BEDROCK IN A
 LU1719'HIGHWAY CUT, 0.6 KM (0.35 MI) NORTHWEST OF LORD-ELLIS SUMMIT, 33.4 M
 LU1719'(109.6 FT) NORTHWEST OF A CATCH BASIN, 21.5 M (70.5 FT) NORTHEAST AND
 LU1719'ACROSS THE HIGHWAY FROM THE SOUTHEAST END OF A GUARDRAIL, AND 6.7 M
 LU1719'(22.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 LU1719'THE MARK IS 0.35 METERS  SE FROM  A WITNESS POST
 LU1719'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1742 ***********************************************************************
 LU1742  DESIGNATION -  B 1406
 LU1742  PID         -  LU1742
 LU1742  STATE/COUNTY-  CA/HUMBOLDT
 LU1742  USGS QUAD   -  WILLOW CREEK (1979)
 LU1742
 LU1742                         *CURRENT SURVEY CONTROL
 LU1742  ___________________________________________________________________
 LU1742* NAD 83(1986)-  40 54 19.     (N)    123 44 11.     (W)     SCALED    
 LU1742* NAVD 88     -       660.623  (meters)    2167.39   (feet)  ADJUSTED  
 LU1742  ___________________________________________________________________
 LU1742  GEOID HEIGHT-         -28.23  (meters)                     GEOID09
 LU1742  DYNAMIC HT  -         660.243 (meters)    2166.15  (feet)  COMP
 LU1742  MODELED GRAV-     980,027.4   (mgal)                       NAVD 88
 LU1742
 LU1742  VERT ORDER  -  FIRST     CLASS II
 LU1742
 LU1742.The horizontal coordinates were scaled from a topographic map and have
 LU1742.an estimated accuracy of +/- 6 seconds.
 LU1742.
 LU1742.The orthometric height was determined by differential leveling and
 LU1742.adjusted in June 1991.
 LU1742
 LU1742.The geoid height was determined by GEOID09.
 LU1742
 LU1742.The dynamic height is computed by dividing the NAVD 88
 LU1742.geopotential number by the normal gravity value computed on the
 LU1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1742.degrees latitude (g = 980.6199 gals.).
 LU1742
 LU1742.The modeled gravity was interpolated from observed gravity values.
 LU1742
 LU1742;                    North         East    Units  Estimated Accuracy
 LU1742;SPC CA 1     -   675,990.    1,853,730.      MT  (+/- 180 meters Scaled)
 LU1742
 LU1742                          SUPERSEDED SURVEY CONTROL
 LU1742
 LU1742.No superseded survey control is available for this station.
 LU1742
 LU1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL379285(NAD 83)
 LU1742
 LU1742_MARKER: DB = BENCH MARK DISK
 LU1742_SETTING: 66 = SET IN ROCK OUTCROP
 LU1742_SP_SET: BEDROCK
 LU1742_STAMPING: B 1406 1988
 LU1742_MARK LOGO: NGS   
 LU1742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1742+STABILITY: POSITION/ELEVATION WELL
 LU1742
 LU1742  HISTORY     - Date     Condition        Report By
 LU1742  HISTORY     - 1988     MONUMENTED       NGS
 LU1742
 LU1742                          STATION DESCRIPTION
 LU1742
 LU1742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1742'12.0 KM (7.45 MI) WEST FROM WILLOW CREEK.
 LU1742'12.0 KM (7.45 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1742'OF STATE HIGHWAY 96 IN WILLOW CREEK, IN A LARGE EXPOSED AREA OF
 LU1742'BEDROCK IN A HIGHWAY CUT, 72.5 M (237.9 FT) WEST OF THE SOUTHWEST END
 LU1742'OF A GUARDRAIL, 19.5 M (64.0 FT) SOUTH OF A UTILITY POLE, AND 6.8 M
 LU1742'(22.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 LU1742'THE MARK IS 0.6 METERS  SSW FROM  A WITNESS POST
 LU1742'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1766 ***********************************************************************
 LU1766  DESIGNATION -  B 1422
 LU1766  PID         -  LU1766
 LU1766  STATE/COUNTY-  CA/TRINITY
 LU1766  USGS QUAD   -  HENNESSY PEAK (1979)
 LU1766
 LU1766                         *CURRENT SURVEY CONTROL
 LU1766  ___________________________________________________________________
 LU1766* NAD 83(1986)-  40 52 27.     (N)    123 32 10.     (W)     SCALED    
 LU1766* NAVD 88     -       248.560  (meters)     815.48   (feet)  ADJUSTED  
 LU1766  ___________________________________________________________________
 LU1766  GEOID HEIGHT-         -27.68  (meters)                     GEOID09
 LU1766  DYNAMIC HT  -         248.431 (meters)     815.06  (feet)  COMP
 LU1766  MODELED GRAV-     980,100.5   (mgal)                       NAVD 88
 LU1766
 LU1766  VERT ORDER  -  FIRST     CLASS II
 LU1766
 LU1766.The horizontal coordinates were scaled from a topographic map and have
 LU1766.an estimated accuracy of +/- 6 seconds.
 LU1766.
 LU1766.The orthometric height was determined by differential leveling and
 LU1766.adjusted in June 1991.
 LU1766
 LU1766.The geoid height was determined by GEOID09.
 LU1766
 LU1766.The dynamic height is computed by dividing the NAVD 88
 LU1766.geopotential number by the normal gravity value computed on the
 LU1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1766.degrees latitude (g = 980.6199 gals.).
 LU1766
 LU1766.The modeled gravity was interpolated from observed gravity values.
 LU1766
 LU1766;                    North         East    Units  Estimated Accuracy
 LU1766;SPC CA 1     -   672,230.    1,870,530.      MT  (+/- 180 meters Scaled)
 LU1766
 LU1766                          SUPERSEDED SURVEY CONTROL
 LU1766
 LU1766.No superseded survey control is available for this station.
 LU1766
 LU1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL548249(NAD 83)
 LU1766
 LU1766_MARKER: I = METAL ROD
 LU1766_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1766_SP_SET: STAINLESS STEEL ROD
 LU1766_STAMPING: B 1422 1988
 LU1766_MARK LOGO: NGS   
 LU1766_PROJECTION: FLUSH
 LU1766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1766_ROD/PIPE-DEPTH: 13.3 meters
 LU1766
 LU1766  HISTORY     - Date     Condition        Report By
 LU1766  HISTORY     - 1988     MONUMENTED       NGS
 LU1766
 LU1766                          STATION DESCRIPTION
 LU1766
 LU1766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1766'14.1 KM (8.75 MI) SE FROM WILLOW CREEK.
 LU1766'14.1 KM (8.75 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1766'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, 16.7 M (54.8 FT)
 LU1766'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 11.0 M (36.1 FT)
 LU1766'SOUTHEAST OF THE SOUTHWEST END OF A PIPE CULVERT. NOTE--ACCESS TO
 LU1766'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1766'THE MARK IS 0.1 METERS  NE FROM  A WITNESS POST
 LU1766'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1789 ***********************************************************************
 LU1789  DESIGNATION -  B 1423
 LU1789  PID         -  LU1789
 LU1789  STATE/COUNTY-  CA/TRINITY
 LU1789  USGS QUAD   -  DEL LOMA (1982)
 LU1789
 LU1789                         *CURRENT SURVEY CONTROL
 LU1789  ___________________________________________________________________
 LU1789* NAD 83(1986)-  40 46 21.     (N)    123 18 36.     (W)     SCALED    
 LU1789* NAVD 88     -       353.184  (meters)    1158.74   (feet)  ADJUSTED  
 LU1789  ___________________________________________________________________
 LU1789  GEOID HEIGHT-         -27.04  (meters)                     GEOID09
 LU1789  DYNAMIC HT  -         352.982 (meters)    1158.08  (feet)  COMP
 LU1789  MODELED GRAV-     980,044.3   (mgal)                       NAVD 88
 LU1789
 LU1789  VERT ORDER  -  FIRST     CLASS II
 LU1789
 LU1789.The horizontal coordinates were scaled from a topographic map and have
 LU1789.an estimated accuracy of +/- 6 seconds.
 LU1789.
 LU1789.The orthometric height was determined by differential leveling and
 LU1789.adjusted in June 1991.
 LU1789
 LU1789.The geoid height was determined by GEOID09.
 LU1789
 LU1789.The dynamic height is computed by dividing the NAVD 88
 LU1789.geopotential number by the normal gravity value computed on the
 LU1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1789.degrees latitude (g = 980.6199 gals.).
 LU1789
 LU1789.The modeled gravity was interpolated from observed gravity values.
 LU1789
 LU1789;                    North         East    Units  Estimated Accuracy
 LU1789;SPC CA 1     -   660,630.    1,889,420.      MT  (+/- 180 meters Scaled)
 LU1789
 LU1789                          SUPERSEDED SURVEY CONTROL
 LU1789
 LU1789.No superseded survey control is available for this station.
 LU1789
 LU1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL738135(NAD 83)
 LU1789
 LU1789_MARKER: DB = BENCH MARK DISK
 LU1789_SETTING: 66 = SET IN ROCK OUTCROP
 LU1789_SP_SET: BEDROCK
 LU1789_STAMPING: B 1423 1988
 LU1789_MARK LOGO: NGS   
 LU1789_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1789+STABILITY: POSITION/ELEVATION WELL
 LU1789
 LU1789  HISTORY     - Date     Condition        Report By
 LU1789  HISTORY     - 1988     MONUMENTED       NGS
 LU1789
 LU1789                          STATION DESCRIPTION
 LU1789
 LU1789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1789'5.8 KM (3.60 MI) NW FROM BIG BAR.
 LU1789'5.8 KM (3.60 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE POST
 LU1789'OFFICE IN BIG BAR, IN AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 LU1789'1.3 KM (0.80 MI) SOUTHEAST OF THE INTERSECTION OF BIG FRENCH CREEK
 LU1789'ROAD, ACROSS THE HIGHWAY FROM THE CENTER OF THE SOUTHEAST 1/3 OF A
 LU1789'LARGE GRAVELED HIGHWAY PULLOUT, 110.0 M (360.9 FT) SOUTHEAST OF CATCH
 LU1789'BASIN NUMBER 24.0, AND 5.7 M (18.7 FT) NORTHEAST OF THE CENTERLINE OF
 LU1789'THE HIGHWAY.
 LU1789'THE MARK IS 0.6 METERS  E FROM  A WITNESS POST
 LU1789'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1808 ***********************************************************************
 LU1808  DESIGNATION -  B 1424
 LU1808  PID         -  LU1808
 LU1808  STATE/COUNTY-  CA/TRINITY
 LU1808  USGS QUAD   -  JUNCTION CITY (1982)
 LU1808
 LU1808                         *CURRENT SURVEY CONTROL
 LU1808  ___________________________________________________________________
 LU1808* NAD 83(1986)-  40 43 46.     (N)    123 02 12.     (W)     SCALED    
 LU1808* NAVD 88     -       492.433  (meters)    1615.59   (feet)  ADJUSTED  
 LU1808  ___________________________________________________________________
 LU1808  GEOID HEIGHT-         -26.64  (meters)                     GEOID09
 LU1808  DYNAMIC HT  -         492.145 (meters)    1614.65  (feet)  COMP
 LU1808  MODELED GRAV-     980,025.8   (mgal)                       NAVD 88
 LU1808
 LU1808  VERT ORDER  -  FIRST     CLASS II
 LU1808
 LU1808.The horizontal coordinates were scaled from a topographic map and have
 LU1808.an estimated accuracy of +/- 6 seconds.
 LU1808.
 LU1808.The orthometric height was determined by differential leveling and
 LU1808.adjusted in June 1991.
 LU1808
 LU1808.The geoid height was determined by GEOID09.
 LU1808
 LU1808.The dynamic height is computed by dividing the NAVD 88
 LU1808.geopotential number by the normal gravity value computed on the
 LU1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1808.degrees latitude (g = 980.6199 gals.).
 LU1808
 LU1808.The modeled gravity was interpolated from observed gravity values.
 LU1808
 LU1808;                    North         East    Units  Estimated Accuracy
 LU1808;SPC CA 1     -   655,540.    1,912,440.      MT  (+/- 180 meters Scaled)
 LU1808
 LU1808                          SUPERSEDED SURVEY CONTROL
 LU1808
 LU1808.No superseded survey control is available for this station.
 LU1808
 LU1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL969087(NAD 83)
 LU1808
 LU1808_MARKER: I = METAL ROD
 LU1808_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1808_SP_SET: STAINLESS STEEL ROD
 LU1808_STAMPING: B 1424 1988
 LU1808_MARK LOGO: NGS   
 LU1808_PROJECTION: FLUSH
 LU1808_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1808+STABILITY: POSITION/ELEVATION WELL
 LU1808_ROD/PIPE-DEPTH: 4.3  meters
 LU1808
 LU1808  HISTORY     - Date     Condition        Report By
 LU1808  HISTORY     - 1988     MONUMENTED       NGS
 LU1808
 LU1808                          STATION DESCRIPTION
 LU1808
 LU1808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1808'10.9 KM (6.75 MI) NW FROM WEAVERVILLE.
 LU1808'10.9 KM (6.75 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1808'JUNCTION OF STATE HIGHWAY 3 IN WEAVERVILLE, 0.4 KM (0.25 MI)
 LU1808'NORTHEAST OF THE INTERSECTION OF RIFLE RANGE ROAD, 34.6 M (113.5 FT)
 LU1808'SOUTHWEST OF A UTILITY POLE WITH A GUY WIRE, 31.8 M (104.3 FT)
 LU1808'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 24.4 M (80.1 FT)
 LU1808'SOUTHEAST OF THE CENTER OF A SCALE AT A FOREST SERVICE CHECK STATION.
 LU1808'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1808'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 LU1808'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1839 ***********************************************************************
 LU1839  DESIGNATION -  B 1425
 LU1839  PID         -  LU1839
 LU1839  STATE/COUNTY-  CA/TRINITY
 LU1839  USGS QUAD   -  LEWISTON (1982)
 LU1839
 LU1839                         *CURRENT SURVEY CONTROL
 LU1839  ___________________________________________________________________
 LU1839* NAD 83(1986)-  40 39 51.     (N)    122 47 48.     (W)     SCALED    
 LU1839* NAVD 88     -       733.707  (meters)    2407.17   (feet)  ADJUSTED  
 LU1839  ___________________________________________________________________
 LU1839  GEOID HEIGHT-         -26.76  (meters)                     GEOID09
 LU1839  DYNAMIC HT  -         733.245 (meters)    2405.65  (feet)  COMP
 LU1839  MODELED GRAV-     979,971.2   (mgal)                       NAVD 88
 LU1839
 LU1839  VERT ORDER  -  FIRST     CLASS II
 LU1839
 LU1839.The horizontal coordinates were scaled from a topographic map and have
 LU1839.an estimated accuracy of +/- 6 seconds.
 LU1839.
 LU1839.The orthometric height was determined by differential leveling and
 LU1839.adjusted in June 1991.
 LU1839
 LU1839.The geoid height was determined by GEOID09.
 LU1839
 LU1839.The dynamic height is computed by dividing the NAVD 88
 LU1839.geopotential number by the normal gravity value computed on the
 LU1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1839.degrees latitude (g = 980.6199 gals.).
 LU1839
 LU1839.The modeled gravity was interpolated from observed gravity values.
 LU1839
 LU1839;                    North         East    Units  Estimated Accuracy
 LU1839;SPC CA 1     -   648,080.    1,932,640.      MT  (+/- 180 meters Scaled)
 LU1839
 LU1839                          SUPERSEDED SURVEY CONTROL
 LU1839
 LU1839.No superseded survey control is available for this station.
 LU1839
 LU1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL171014(NAD 83)
 LU1839
 LU1839_MARKER: I = METAL ROD
 LU1839_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1839_SP_SET: STAINLESS STEEL ROD
 LU1839_STAMPING: B 1425 1988
 LU1839_MARK LOGO: NGS   
 LU1839_PROJECTION: FLUSH
 LU1839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1839+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2008
 LU1839_ROD/PIPE-DEPTH: 3.9  meters
 LU1839
 LU1839  HISTORY     - Date     Condition        Report By
 LU1839  HISTORY     - 1988     MONUMENTED       NGS
 LU1839  HISTORY     - 20080829 GOOD             NGS
 LU1839
 LU1839                          STATION DESCRIPTION
 LU1839
 LU1839'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1839'25.3 KM (15.70 MI) EAST FROM WEAVERVILLE.
 LU1839'25.3 KM (15.70 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1839'OF STATE HIGHWAY 3 IN WEAVERVILLE, 53.6 M (175.9 FT) EAST OF THE
 LU1839'CENTERLINE OF TRINITY DAM ROAD, 19.1 M (62.7 FT) NORTH OF THE
 LU1839'CENTERLINE OF THE HIGHWAY, AND 13.2 M (43.3 FT) SOUTH OF A UTILITY
 LU1839'POLE WITH A GUY WIRE, AND 4.5 M (14.8 FT) NORTHWEST OF A UTILITY POLE
 LU1839'WITH A LIGHT ATTACHED. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LU1839'5-INCH LOGO CAP.
 LU1839'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 LU1839'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 LU1839
 LU1839                          STATION RECOVERY (2008)
 LU1839
 LU1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2008 (SED)
 LU1839'EASILY RECOVERED AS DESCRIBED AND IN GREAT CONDITION. THE MARK IS GPS
 LU1839'ACCESSIBLE AND IS VERY USEFUL FOR FEDERAL, STATE, AND LOCAL AGENCY
 LU1839'INVESTIGATIONS IN THE AREA. PLANS FOR POSSIBLE CONSTRUCTION IN THE
 LU1839'AREA MAKE THIS MARK VERY IMPORTANT. AN UPDATED AND REFINED LOCATION
 LU1839'(LATITUDE AND LONGITUDE) IS REQUESTED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1700 ***********************************************************************
 LU1700  DESIGNATION -  B 1427
 LU1700  PID         -  LU1700
 LU1700  STATE/COUNTY-  CA/SHASTA
 LU1700  USGS QUAD   -  REDDING (1969)
 LU1700
 LU1700                         *CURRENT SURVEY CONTROL
 LU1700  ___________________________________________________________________
 LU1700* NAD 83(1986)-  40 35 13.     (N)    122 23 42.     (W)     SCALED    
 LU1700* NAVD 88     -       174.710  (meters)     573.19   (feet)  ADJUSTED  
 LU1700  ___________________________________________________________________
 LU1700  GEOID HEIGHT-         -27.50  (meters)                     GEOID09
 LU1700  DYNAMIC HT  -         174.623 (meters)     572.91  (feet)  COMP
 LU1700  MODELED GRAV-     980,121.4   (mgal)                       NAVD 88
 LU1700
 LU1700  VERT ORDER  -  FIRST     CLASS II
 LU1700
 LU1700.The horizontal coordinates were scaled from a topographic map and have
 LU1700.an estimated accuracy of +/- 6 seconds.
 LU1700.
 LU1700.The orthometric height was determined by differential leveling and
 LU1700.adjusted in June 1991.
 LU1700
 LU1700.The geoid height was determined by GEOID09.
 LU1700
 LU1700.The dynamic height is computed by dividing the NAVD 88
 LU1700.geopotential number by the normal gravity value computed on the
 LU1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1700.degrees latitude (g = 980.6199 gals.).
 LU1700
 LU1700.The modeled gravity was interpolated from observed gravity values.
 LU1700
 LU1700;                    North         East    Units  Estimated Accuracy
 LU1700;SPC CA 1     -   639,270.    1,966,560.      MT  (+/- 180 meters Scaled)
 LU1700
 LU1700                          SUPERSEDED SURVEY CONTROL
 LU1700
 LU1700.No superseded survey control is available for this station.
 LU1700
 LU1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK511930(NAD 83)
 LU1700
 LU1700_MARKER: DV = VERTICAL CONTROL DISK
 LU1700_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1700_SP_SET: PIER
 LU1700_STAMPING: B 1427 1988
 LU1700_MARK LOGO: NGS   
 LU1700_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1700+STABILITY: POSITION/ELEVATION WELL
 LU1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1700+SATELLITE: SATELLITE OBSERVATIONS - June 22, 1988
 LU1700
 LU1700  HISTORY     - Date     Condition        Report By
 LU1700  HISTORY     - 1988     MONUMENTED       NGS
 LU1700  HISTORY     - 19880622 GOOD             NGS
 LU1700
 LU1700                          STATION DESCRIPTION
 LU1700
 LU1700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1700'IN REDDING.
 LU1700'IN REDDING, AT THE INTERSECTION OF STATE HIGHWAY 299 (EUREKA WAY) AND
 LU1700'CENTER STREET, SET VERTICALLY IN THE SOUTH FACE OF THE MOST SOUTHERLY
 LU1700'1 OF 4 COLUMNS OF THE FIRST PIER WEST OF THE EAST ABUTMENT OF THE
 LU1700'HIGHWAY OVERPASS OF THE STREET AND THE SOUTHERN PACIFIC RAILROAD,
 LU1700'17.2 M (56.4 FT) EAST OF THE NEAR RAIL, 8.8 M (28.9 FT) SOUTH OF THE
 LU1700'CENTER OF THE HIGHWAY, AND 5.7 M (18.7 FT) WEST OF THE CENTERLINE OF
 LU1700'THE STREET.
 LU1700'THE MARK IS 1.4 M ABOVE THE STREET.
 LU1700
 LU1700                          STATION RECOVERY (1988)
 LU1700
 LU1700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0855 ***********************************************************************
 LU0855  DESIGNATION -  B 45
 LU0855  PID         -  LU0855
 LU0855  STATE/COUNTY-  CA/TRINITY
 LU0855  USGS QUAD   -  WEAVERVILLE (1982)
 LU0855
 LU0855                         *CURRENT SURVEY CONTROL
 LU0855  ___________________________________________________________________
 LU0855* NAD 83(1986)-  40 39 24.     (N)    122 56 37.     (W)     SCALED    
 LU0855* NAVD 88     -       505.445  (meters)    1658.28   (feet)  ADJUSTED  
 LU0855  ___________________________________________________________________
 LU0855  GEOID HEIGHT-         -26.96  (meters)                     GEOID09
 LU0855  DYNAMIC HT  -         505.147 (meters)    1657.30  (feet)  COMP
 LU0855  MODELED GRAV-     980,021.4   (mgal)                       NAVD 88
 LU0855
 LU0855  VERT ORDER  -  FIRST     CLASS II
 LU0855
 LU0855.The horizontal coordinates were scaled from a topographic map and have
 LU0855.an estimated accuracy of +/- 6 seconds.
 LU0855.
 LU0855.The orthometric height was determined by differential leveling and
 LU0855.adjusted in June 1991.
 LU0855
 LU0855.The geoid height was determined by GEOID09.
 LU0855
 LU0855.The dynamic height is computed by dividing the NAVD 88
 LU0855.geopotential number by the normal gravity value computed on the
 LU0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0855.degrees latitude (g = 980.6199 gals.).
 LU0855
 LU0855.The modeled gravity was interpolated from observed gravity values.
 LU0855
 LU0855;                    North         East    Units  Estimated Accuracy
 LU0855;SPC CA 1     -   647,370.    1,920,210.      MT  (+/- 180 meters Scaled)
 LU0855
 LU0855                          SUPERSEDED SURVEY CONTROL
 LU0855
 LU0855  NGVD 29 (12/02/92)  504.559  (m)         1655.37   (f) ADJUSTED    1 2
 LU0855
 LU0855.Superseded values are not recommended for survey control.
 LU0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0855.See file dsdata.txt to determine how the superseded data were derived.
 LU0855
 LU0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL047006(NAD 83)
 LU0855
 LU0855_MARKER: DD = SURVEY DISK
 LU0855_SETTING: 66 = SET IN ROCK OUTCROP
 LU0855_SP_SET: ROCK OUTCROP
 LU0855_STAMPING: B 45 1929 1654.997
 LU0855_MARK LOGO: USGS  
 LU0855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU0855
 LU0855  HISTORY     - Date     Condition        Report By
 LU0855  HISTORY     - 1929     MONUMENTED       USGS
 LU0855  HISTORY     - 1942     GOOD             CGS
 LU0855  HISTORY     - 1988     GOOD             NGS
 LU0855
 LU0855                          STATION DESCRIPTION
 LU0855
 LU0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LU0855'0.3 MI N FROM DOUGLAS CITY.
 LU0855'0.3 MILE NORTH ALONG U.S. HIGHWAY 299 FROM DOUGLAS CITY, TRINITY
 LU0855'COUNTY, 100 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, ON THE
 LU0855'UPPER BANK OF AN OLD ROAD, 88 FEET SOUTHWEST OF THE MIDDLE OF
 LU0855'THE WEST HEADWALL OF A SMALL CONCRETE CULVERT, AND IN THE TOP
 LU0855'OF A ROCK OUTCROP.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 LU0855'DISK, STAMPED 1654.997 B 45 1929.
 LU0855
 LU0855                          STATION RECOVERY (1988)
 LU0855
 LU0855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0855'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.7 KM
 LU0855'(6.05 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF STATE
 LU0855'HIGHWAY 3 IN WEAVERVILLE, IN AN EXPOSED AREA OF BEDROCK IN A SMALL
 LU0855'CUT OF AN ABANDONED ROAD BED, 0.4 KM (0.25 MI) NORTH OF THE JUNCTION
 LU0855'OF STINER FLAT ROAD, 67.8 M (222.4 FT) WEST OF THE CENTERLINE OF THE
 LU0855'HIGHWAY, 50.8 M (166.7 FT) WEST OF THE WEST END OF A METAL PIPE
 LU0855'CULVERT, AND 26.8 M (87.9 FT) WEST OF THE WEST END OF A CONCRETE
 LU0855'CULVERT HEADWALL.
 LU0855'THE MARK IS 1.0 METERS  W FROM  A WITNESS POST
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0879 ***********************************************************************
 LU0879  DESIGNATION -  B 78
 LU0879  PID         -  LU0879
 LU0879  STATE/COUNTY-  CA/SHASTA
 LU0879  USGS QUAD   -  WHISKEYTOWN (1979)
 LU0879
 LU0879                         *CURRENT SURVEY CONTROL
 LU0879  ___________________________________________________________________
 LU0879* NAD 83(1986)-  40 39 05.     (N)    122 35 43.     (W)     SCALED    
 LU0879* NAVD 88     -       374.494  (meters)    1228.65   (feet)  ADJUSTED  
 LU0879  ___________________________________________________________________
 LU0879  GEOID HEIGHT-         -26.92  (meters)                     GEOID09
 LU0879  DYNAMIC HT  -         374.288 (meters)    1227.98  (feet)  COMP
 LU0879  MODELED GRAV-     980,065.1   (mgal)                       NAVD 88
 LU0879
 LU0879  VERT ORDER  -  FIRST     CLASS II
 LU0879
 LU0879.The horizontal coordinates were scaled from a topographic map and have
 LU0879.an estimated accuracy of +/- 6 seconds.
 LU0879.
 LU0879.The orthometric height was determined by differential leveling and
 LU0879.adjusted in June 1991.
 LU0879
 LU0879.The geoid height was determined by GEOID09.
 LU0879
 LU0879.The dynamic height is computed by dividing the NAVD 88
 LU0879.geopotential number by the normal gravity value computed on the
 LU0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0879.degrees latitude (g = 980.6199 gals.).
 LU0879
 LU0879.The modeled gravity was interpolated from observed gravity values.
 LU0879
 LU0879;                    North         East    Units  Estimated Accuracy
 LU0879;SPC CA 1     -   646,520.    1,949,660.      MT  (+/- 180 meters Scaled)
 LU0879
 LU0879                          SUPERSEDED SURVEY CONTROL
 LU0879
 LU0879  NGVD 29 (12/02/92)  373.660  (m)         1225.92   (f) ADJUSTED    1 2
 LU0879
 LU0879.Superseded values are not recommended for survey control.
 LU0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0879.See file dsdata.txt to determine how the superseded data were derived.
 LU0879
 LU0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL342001(NAD 83)
 LU0879
 LU0879_MARKER: DD = SURVEY DISK
 LU0879_SETTING: 66 = SET IN ROCK OUTCROP
 LU0879_SP_SET: ROCK LEDGE
 LU0879_STAMPING: B 78 1931
 LU0879_MARK LOGO: CADH  
 LU0879_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU0879+STABILITY: POSITION/ELEVATION WELL
 LU0879
 LU0879  HISTORY     - Date     Condition        Report By
 LU0879  HISTORY     - 1931     MONUMENTED       USGS
 LU0879  HISTORY     - 1974     GOOD             NGS
 LU0879  HISTORY     - 1988     GOOD             NGS
 LU0879
 LU0879                          STATION DESCRIPTION
 LU0879
 LU0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LU0879'0.7 MI NW FROM FRENCH GULCH.
 LU0879'SHASTA P.O., 7.4 MI NW OF ALONG U.S. HIGHWAY 299, AT OAK BOTTOM
 LU0879'CAMPGROUND, ABOUT 500 FT WSW OF ENTRY STATION TO CAMPGROUND, 350 FT
 LU0879'WSW OF CAMP GROUND RD INTERSECTION WITH OLD ROAD (POSTED CLOSED
 LU0879'ROAD), 31 FT NNW OF CENTER OF OLD ROAD, ON THE E SIDE OF A LOW
 LU0879'ROCK RIDGE, AND IN THE TOP OF ROCK LEDGE PAINTED WHITE, A
 LU0879'CALIFORNIA DIVISION OF HIGHWAYS STANDARD DISK, STAMPED AS PER
 LU0879'ABOVE.
 LU0879
 LU0879                          STATION RECOVERY (1988)
 LU0879
 LU0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0879'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  20.4 KM
 LU0879'(12.70 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION WITH
 LU0879'CALIFORNIA STREET IN REDDING, TO THE ENTRANCE TO OAK BOTTOM
 LU0879'CAMPGROUND, THENCE 0.3 KM (0.20 MI) SOUTHEAST ALONG THE ENTRANCE
 LU0879'ROAD.  ADD--0.6 M (2.0 FT) ABOVE THE OLD ROAD BED.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1720 ***********************************************************************
 LU1720  DESIGNATION -  C 1403
 LU1720  PID         -  LU1720
 LU1720  STATE/COUNTY-  CA/HUMBOLDT
 LU1720  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1720
 LU1720                         *CURRENT SURVEY CONTROL
 LU1720  ___________________________________________________________________
 LU1720* NAD 83(1986)-  40 55 46.     (N)    123 50 57.     (W)     SCALED    
 LU1720* NAVD 88     -       637.593  (meters)    2091.84   (feet)  ADJUSTED  
 LU1720  ___________________________________________________________________
 LU1720  GEOID HEIGHT-         -28.81  (meters)                     GEOID09
 LU1720  DYNAMIC HT  -         637.248 (meters)    2090.70  (feet)  COMP
 LU1720  MODELED GRAV-     980,062.3   (mgal)                       NAVD 88
 LU1720
 LU1720  VERT ORDER  -  FIRST     CLASS II
 LU1720
 LU1720.The horizontal coordinates were scaled from a topographic map and have
 LU1720.an estimated accuracy of +/- 6 seconds.
 LU1720.
 LU1720.The orthometric height was determined by differential leveling and
 LU1720.adjusted in June 1991.
 LU1720
 LU1720.The geoid height was determined by GEOID09.
 LU1720
 LU1720.The dynamic height is computed by dividing the NAVD 88
 LU1720.geopotential number by the normal gravity value computed on the
 LU1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1720.degrees latitude (g = 980.6199 gals.).
 LU1720
 LU1720.The modeled gravity was interpolated from observed gravity values.
 LU1720
 LU1720;                    North         East    Units  Estimated Accuracy
 LU1720;SPC CA 1     -   678,870.    1,844,280.      MT  (+/- 180 meters Scaled)
 LU1720
 LU1720                          SUPERSEDED SURVEY CONTROL
 LU1720
 LU1720.No superseded survey control is available for this station.
 LU1720
 LU1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL285312(NAD 83)
 LU1720
 LU1720_MARKER: I = METAL ROD
 LU1720_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1720_SP_SET: STAINLESS STEEL ROD
 LU1720_STAMPING: C 1403 1988
 LU1720_MARK LOGO: NGS   
 LU1720_PROJECTION: FLUSH
 LU1720_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1720+STABILITY: POSITION/ELEVATION WELL
 LU1720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1720+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 LU1720_ROD/PIPE-DEPTH: 6.1  meters
 LU1720
 LU1720  HISTORY     - Date     Condition        Report By
 LU1720  HISTORY     - 1988     MONUMENTED       NGS
 LU1720  HISTORY     - 20050608 GOOD             CADT
 LU1720
 LU1720                          STATION DESCRIPTION
 LU1720
 LU1720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1720'28.7 KM (17.85 MI) EAST FROM ARCATA.
 LU1720'28.7 KM (17.85 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1720'OF U.S HIGHWAY 101 IN ARCATA, 1.0 KM (0.60 MI) EAST OF LORD-ELLIS
 LU1720'SUMMIT, 24.9 M (81.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 LU1720'3.0 M (9.8 FT) EAST OF THE CENTER OF A PAVED ROAD AND GATE.
 LU1720'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1720'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LU1720'THE MARK IS ABOVE LEVEL WITH THE PAVED ROAD.
 LU1720
 LU1720                          STATION RECOVERY (2005)
 LU1720
 LU1720'RECOVERY NOTE BY CALTRANS 2005 (REB)
 LU1720'DESIGNATION C 1403 US HWY299 PM 18.71R
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1743 ***********************************************************************
 LU1743  DESIGNATION -  C 1406
 LU1743  PID         -  LU1743
 LU1743  STATE/COUNTY-  CA/HUMBOLDT
 LU1743  USGS QUAD   -  WILLOW CREEK (1979)
 LU1743
 LU1743                         *CURRENT SURVEY CONTROL
 LU1743  ___________________________________________________________________
 LU1743* NAD 83(1986)-  40 54 28.     (N)    123 43 55.     (W)     SCALED    
 LU1743* NAVD 88     -       627.549  (meters)    2058.88   (feet)  ADJUSTED  
 LU1743  ___________________________________________________________________
 LU1743  GEOID HEIGHT-         -28.22  (meters)                     GEOID09
 LU1743  DYNAMIC HT  -         627.194 (meters)    2057.72  (feet)  COMP
 LU1743  MODELED GRAV-     980,038.0   (mgal)                       NAVD 88
 LU1743
 LU1743  VERT ORDER  -  FIRST     CLASS II
 LU1743
 LU1743.The horizontal coordinates were scaled from a topographic map and have
 LU1743.an estimated accuracy of +/- 6 seconds.
 LU1743.
 LU1743.The orthometric height was determined by differential leveling and
 LU1743.adjusted in June 1991.
 LU1743
 LU1743.The geoid height was determined by GEOID09.
 LU1743
 LU1743.The dynamic height is computed by dividing the NAVD 88
 LU1743.geopotential number by the normal gravity value computed on the
 LU1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1743.degrees latitude (g = 980.6199 gals.).
 LU1743
 LU1743.The modeled gravity was interpolated from observed gravity values.
 LU1743
 LU1743;                    North         East    Units  Estimated Accuracy
 LU1743;SPC CA 1     -   676,260.    1,854,100.      MT  (+/- 180 meters Scaled)
 LU1743
 LU1743                          SUPERSEDED SURVEY CONTROL
 LU1743
 LU1743.No superseded survey control is available for this station.
 LU1743
 LU1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL383287(NAD 83)
 LU1743
 LU1743_MARKER: DB = BENCH MARK DISK
 LU1743_SETTING: 66 = SET IN ROCK OUTCROP
 LU1743_SP_SET: BEDROCK
 LU1743_STAMPING: C 1406 1988
 LU1743_MARK LOGO: NGS   
 LU1743_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1743+STABILITY: POSITION/ELEVATION WELL
 LU1743
 LU1743  HISTORY     - Date     Condition        Report By
 LU1743  HISTORY     - 1988     MONUMENTED       NGS
 LU1743
 LU1743                          STATION DESCRIPTION
 LU1743
 LU1743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1743'11.4 KM (7.10 MI) WEST FROM WILLOW CREEK.
 LU1743'11.4 KM (7.10 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1743'OF STATE HIGHWAY 96 IN WILLOW CREEK, IN AN EXPOSED AREA OF BEDROCK IN
 LU1743'A HIGHWAY CUT, 8.4 M (27.6 FT) SOUTHWEST OF THE CENTER OF A CATCH
 LU1743'BASIN, AND 6.5 M (21.3 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LU1743'HIGHWAY.
 LU1743'THE MARK IS 1.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1767 ***********************************************************************
 LU1767  DESIGNATION -  C 1422
 LU1767  PID         -  LU1767
 LU1767  STATE/COUNTY-  CA/TRINITY
 LU1767  USGS QUAD   -  HENNESSY PEAK (1979)
 LU1767
 LU1767                         *CURRENT SURVEY CONTROL
 LU1767  ___________________________________________________________________
 LU1767* NAD 83(1986)-  40 52 12.     (N)    123 31 20.     (W)     SCALED    
 LU1767* NAVD 88     -       224.132  (meters)     735.34   (feet)  ADJUSTED  
 LU1767  ___________________________________________________________________
 LU1767  GEOID HEIGHT-         -27.63  (meters)                     GEOID09
 LU1767  DYNAMIC HT  -         224.015 (meters)     734.96  (feet)  COMP
 LU1767  MODELED GRAV-     980,099.5   (mgal)                       NAVD 88
 LU1767
 LU1767  VERT ORDER  -  FIRST     CLASS II
 LU1767
 LU1767.The horizontal coordinates were scaled from a topographic map and have
 LU1767.an estimated accuracy of +/- 6 seconds.
 LU1767.
 LU1767.The orthometric height was determined by differential leveling and
 LU1767.adjusted in June 1991.
 LU1767
 LU1767.The geoid height was determined by GEOID09.
 LU1767
 LU1767.The dynamic height is computed by dividing the NAVD 88
 LU1767.geopotential number by the normal gravity value computed on the
 LU1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1767.degrees latitude (g = 980.6199 gals.).
 LU1767
 LU1767.The modeled gravity was interpolated from observed gravity values.
 LU1767
 LU1767;                    North         East    Units  Estimated Accuracy
 LU1767;SPC CA 1     -   671,740.    1,871,700.      MT  (+/- 180 meters Scaled)
 LU1767
 LU1767                          SUPERSEDED SURVEY CONTROL
 LU1767
 LU1767.No superseded survey control is available for this station.
 LU1767
 LU1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL559244(NAD 83)
 LU1767
 LU1767_MARKER: I = METAL ROD
 LU1767_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1767+WITH SETTING: INFORMATION.
 LU1767_SP_SET: SHALLOW-SET METAL ROD
 LU1767_STAMPING: C 1422 1988
 LU1767_MARK LOGO: NGS   
 LU1767_PROJECTION: FLUSH
 LU1767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1767_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1767+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1767_ROD/PIPE-DEPTH: 2.0  meters
 LU1767
 LU1767  HISTORY     - Date     Condition        Report By
 LU1767  HISTORY     - 1988     MONUMENTED       NGS
 LU1767  HISTORY     - 20030910 GOOD             CADT
 LU1767
 LU1767                          STATION DESCRIPTION
 LU1767
 LU1767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1767'15.4 KM (9.55 MI) SE FROM WILLOW CREEK.
 LU1767'15.4 KM (9.55 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1767'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, 60.5 M (198.5 FT) EAST
 LU1767'OF THE CENTERLINE OF THE HIGHWAY, 16.7 M (54.8 FT) EAST OF THE CENTER
 LU1767'OF A DRIVEWAY LEADING NORTH TO A SERVICE STATION AND GENERAL STORE,
 LU1767'10.1 M (33.1 FT) NORTH OF THE CENTERLINE OF DENNY ROAD, 9.3 M
 LU1767'(30.5 FT) WEST OF THE CENTER OF A DRIVEWAY, AND 4.7 M (15.4 FT)
 LU1767'NORTHWEST OF UTILITY POLE NUMBER CTC 1155413. NOTE--ACCESS TO DATUM
 LU1767'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1767'THE MARK IS 0.4 METERS  W FROM  A WITNESS POST AND FENCE
 LU1767'THE MARK IS ABOVE LEVEL WITH THE ROAD.
 LU1767
 LU1767                          STATION RECOVERY (2003)
 LU1767
 LU1767'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1790 ***********************************************************************
 LU1790  DESIGNATION -  C 1423
 LU1790  PID         -  LU1790
 LU1790  STATE/COUNTY-  CA/TRINITY
 LU1790  USGS QUAD   -  DEL LOMA (1982)
 LU1790
 LU1790                         *CURRENT SURVEY CONTROL
 LU1790  ___________________________________________________________________
 LU1790* NAD 83(1986)-  40 46 02.     (N)    123 17 57.     (W)     SCALED    
 LU1790* NAVD 88     -       358.588  (meters)    1176.47   (feet)  ADJUSTED  
 LU1790  ___________________________________________________________________
 LU1790  GEOID HEIGHT-         -27.03  (meters)                     GEOID09
 LU1790  DYNAMIC HT  -         358.381 (meters)    1175.79  (feet)  COMP
 LU1790  MODELED GRAV-     980,040.1   (mgal)                       NAVD 88
 LU1790
 LU1790  VERT ORDER  -  FIRST     CLASS II
 LU1790
 LU1790.The horizontal coordinates were scaled from a topographic map and have
 LU1790.an estimated accuracy of +/- 6 seconds.
 LU1790.
 LU1790.The orthometric height was determined by differential leveling and
 LU1790.adjusted in June 1991.
 LU1790
 LU1790.The geoid height was determined by GEOID09.
 LU1790
 LU1790.The dynamic height is computed by dividing the NAVD 88
 LU1790.geopotential number by the normal gravity value computed on the
 LU1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1790.degrees latitude (g = 980.6199 gals.).
 LU1790
 LU1790.The modeled gravity was interpolated from observed gravity values.
 LU1790
 LU1790;                    North         East    Units  Estimated Accuracy
 LU1790;SPC CA 1     -   660,030.    1,890,330.      MT  (+/- 180 meters Scaled)
 LU1790
 LU1790                          SUPERSEDED SURVEY CONTROL
 LU1790
 LU1790.No superseded survey control is available for this station.
 LU1790
 LU1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL747129(NAD 83)
 LU1790
 LU1790_MARKER: DB = BENCH MARK DISK
 LU1790_SETTING: 66 = SET IN ROCK OUTCROP
 LU1790_SP_SET: BEDROCK
 LU1790_STAMPING: C 1423 1988
 LU1790_MARK LOGO: NGS   
 LU1790_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1790+STABILITY: POSITION/ELEVATION WELL
 LU1790
 LU1790  HISTORY     - Date     Condition        Report By
 LU1790  HISTORY     - 1988     MONUMENTED       NGS
 LU1790
 LU1790                          STATION DESCRIPTION
 LU1790
 LU1790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1790'4.5 KM (2.80 MI) NW FROM BIG BAR.
 LU1790'4.5 KM (2.80 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE POST
 LU1790'OFFICE IN BIG BAR, IN AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 LU1790'ACROSS THE HIGHWAY AND THE TRINITY RIVER FROM THE MOUTH OF ROCK BAR
 LU1790'CREEK, AND 6.1 M (20.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 LU1790'THE MARK IS 0.7 METERS  E FROM  A WITNESS POST
 LU1790'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1807 ***********************************************************************
 LU1807  DESIGNATION -  C 1424
 LU1807  PID         -  LU1807
 LU1807  STATE/COUNTY-  CA/TRINITY
 LU1807  USGS QUAD   -  JUNCTION CITY (1982)
 LU1807
 LU1807                         *CURRENT SURVEY CONTROL
 LU1807  ___________________________________________________________________
 LU1807* NAD 83(1986)-  40 43 31.     (N)    123 02 59.     (W)     SCALED    
 LU1807* NAVD 88     -       454.287  (meters)    1490.44   (feet)  ADJUSTED  
 LU1807  ___________________________________________________________________
 LU1807  GEOID HEIGHT-         -26.68  (meters)                     GEOID09
 LU1807  DYNAMIC HT  -         454.026 (meters)    1489.58  (feet)  COMP
 LU1807  MODELED GRAV-     980,037.4   (mgal)                       NAVD 88
 LU1807
 LU1807  VERT ORDER  -  FIRST     CLASS II
 LU1807
 LU1807.The horizontal coordinates were scaled from a topographic map and have
 LU1807.an estimated accuracy of +/- 6 seconds.
 LU1807.
 LU1807.The orthometric height was determined by differential leveling and
 LU1807.adjusted in June 1991.
 LU1807
 LU1807.The geoid height was determined by GEOID09.
 LU1807
 LU1807.The dynamic height is computed by dividing the NAVD 88
 LU1807.geopotential number by the normal gravity value computed on the
 LU1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1807.degrees latitude (g = 980.6199 gals.).
 LU1807
 LU1807.The modeled gravity was interpolated from observed gravity values.
 LU1807
 LU1807;                    North         East    Units  Estimated Accuracy
 LU1807;SPC CA 1     -   655,090.    1,911,330.      MT  (+/- 180 meters Scaled)
 LU1807
 LU1807                          SUPERSEDED SURVEY CONTROL
 LU1807
 LU1807.No superseded survey control is available for this station.
 LU1807
 LU1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL958082(NAD 83)
 LU1807
 LU1807_MARKER: I = METAL ROD
 LU1807_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1807_SP_SET: STAINLESS STEEL ROD
 LU1807_STAMPING: C 1424 1988
 LU1807_MARK LOGO: NGS   
 LU1807_PROJECTION: FLUSH
 LU1807_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1807+STABILITY: POSITION/ELEVATION WELL
 LU1807_ROD/PIPE-DEPTH: 8.4  meters
 LU1807
 LU1807  HISTORY     - Date     Condition        Report By
 LU1807  HISTORY     - 1988     MONUMENTED       NGS
 LU1807
 LU1807                          STATION DESCRIPTION
 LU1807
 LU1807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1807'12.1 KM (7.50 MI) NW FROM WEAVERVILLE.
 LU1807'12.1 KM (7.50 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 299 FROM THE
 LU1807'JUNCTION OF STATE HIGHWAY 3 IN WEAVERVILLE, 12.5 M (41.0 FT) SOUTH OF
 LU1807'THE CENTERLINE OF THE HIGHWAY, 11.7 M (38.4 FT) NORTHEAST OF THE
 LU1807'CENTERLINE OF SKY RANCH ROAD, AND 2.2 M (7.2 FT) WEST OF A UTILITY
 LU1807'POLE WITH A GUY WIRE AND LINES CROSSING THE HIGHWAY. NOTE--ACCESS TO
 LU1807'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1807'THE MARK IS 0.15 METERS  N FROM  A WITNESS POST
 LU1807'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1840 ***********************************************************************
 LU1840  DESIGNATION -  C 1425
 LU1840  PID         -  LU1840
 LU1840  STATE/COUNTY-  CA/TRINITY
 LU1840  USGS QUAD   -  LEWISTON (1982)
 LU1840
 LU1840                         *CURRENT SURVEY CONTROL
 LU1840  ___________________________________________________________________
 LU1840* NAD 83(1986)-  40 39 55.     (N)    122 47 19.     (W)     SCALED    
 LU1840* NAVD 88     -       754.711  (meters)    2476.08   (feet)  ADJUSTED  
 LU1840  ___________________________________________________________________
 LU1840  GEOID HEIGHT-         -26.75  (meters)                     GEOID09
 LU1840  DYNAMIC HT  -         754.234 (meters)    2474.52  (feet)  COMP
 LU1840  MODELED GRAV-     979,968.7   (mgal)                       NAVD 88
 LU1840
 LU1840  VERT ORDER  -  FIRST     CLASS II
 LU1840
 LU1840.The horizontal coordinates were scaled from a topographic map and have
 LU1840.an estimated accuracy of +/- 6 seconds.
 LU1840.
 LU1840.The orthometric height was determined by differential leveling and
 LU1840.adjusted in June 1991.
 LU1840
 LU1840.The geoid height was determined by GEOID09.
 LU1840
 LU1840.The dynamic height is computed by dividing the NAVD 88
 LU1840.geopotential number by the normal gravity value computed on the
 LU1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1840.degrees latitude (g = 980.6199 gals.).
 LU1840
 LU1840.The modeled gravity was interpolated from observed gravity values.
 LU1840
 LU1840;                    North         East    Units  Estimated Accuracy
 LU1840;SPC CA 1     -   648,200.    1,933,320.      MT  (+/- 180 meters Scaled)
 LU1840
 LU1840                          SUPERSEDED SURVEY CONTROL
 LU1840
 LU1840.No superseded survey control is available for this station.
 LU1840
 LU1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL178016(NAD 83)
 LU1840
 LU1840_MARKER: DB = BENCH MARK DISK
 LU1840_SETTING: 66 = SET IN ROCK OUTCROP
 LU1840_SP_SET: BEDROCK
 LU1840_STAMPING: C 1425 1988
 LU1840_MARK LOGO: NGS   
 LU1840_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1840+STABILITY: POSITION/ELEVATION WELL
 LU1840
 LU1840  HISTORY     - Date     Condition        Report By
 LU1840  HISTORY     - 1988     MONUMENTED       NGS
 LU1840
 LU1840                          STATION DESCRIPTION
 LU1840
 LU1840'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1840'26.0 KM (16.15 MI) EAST FROM WEAVERVILLE.
 LU1840'26.0 KM (16.15 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1840'OF STATE HIGHWAY 3 IN WEAVERVILLE, IN AN EXPOSED AREA OF BEDROCK IN A
 LU1840'HIGHWAY CUT, 0.8 KM (0.50 MI) EAST OF THE INTERSECTION OF TRINITY DAM
 LU1840'ROAD, 74.7 M (245.1 FT) WEST OF THE CENTER OF A CATCH BASIN, 69.8 M
 LU1840'(229.0 FT) EAST OF THE EAST END OF A GUARDRAIL, AND 9.4 M (30.8 FT)
 LU1840'NORTH OF THE CENTERLINE OF THE HIGHWAY.
 LU1840'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LU1840'THE MARK IS 1.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0608 ***********************************************************************
 LV0608  DESIGNATION -  D 1402
 LV0608  PID         -  LV0608
 LV0608  STATE/COUNTY-  CA/HUMBOLDT
 LV0608  USGS QUAD   -  ARCATA NORTH (1972)
 LV0608
 LV0608                         *CURRENT SURVEY CONTROL
 LV0608  ___________________________________________________________________
 LV0608* NAD 83(1986)-  40 54 14.     (N)    124 04 25.     (W)     SCALED    
 LV0608* NAVD 88     -        18.643  (meters)      61.16   (feet)  ADJUSTED  
 LV0608  ___________________________________________________________________
 LV0608  GEOID HEIGHT-         -30.07  (meters)                     GEOID09
 LV0608  DYNAMIC HT  -          18.635 (meters)      61.14  (feet)  COMP
 LV0608  MODELED GRAV-     980,214.4   (mgal)                       NAVD 88
 LV0608
 LV0608  VERT ORDER  -  FIRST     CLASS II
 LV0608
 LV0608.The horizontal coordinates were scaled from a topographic map and have
 LV0608.an estimated accuracy of +/- 6 seconds.
 LV0608.
 LV0608.The orthometric height was determined by differential leveling and
 LV0608.adjusted in June 1991.
 LV0608
 LV0608.The geoid height was determined by GEOID09.
 LV0608
 LV0608.The dynamic height is computed by dividing the NAVD 88
 LV0608.geopotential number by the normal gravity value computed on the
 LV0608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0608.degrees latitude (g = 980.6199 gals.).
 LV0608
 LV0608.The modeled gravity was interpolated from observed gravity values.
 LV0608
 LV0608;                    North         East    Units  Estimated Accuracy
 LV0608;SPC CA 1     -   676,460.    1,825,320.      MT  (+/- 180 meters Scaled)
 LV0608
 LV0608                          SUPERSEDED SURVEY CONTROL
 LV0608
 LV0608  NGVD 29 (12/02/92)   17.619  (m)           57.81   (f) ADJUSTED    1 2
 LV0608
 LV0608.Superseded values are not recommended for survey control.
 LV0608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0608.See file dsdata.txt to determine how the superseded data were derived.
 LV0608
 LV0608_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL095286(NAD 83)
 LV0608
 LV0608_MARKER: DB = BENCH MARK DISK
 LV0608_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0608_SP_SET: ABUTMENT
 LV0608_STAMPING: D 1402 1988
 LV0608_MARK LOGO: NGS   
 LV0608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0608
 LV0608  HISTORY     - Date     Condition        Report By
 LV0608  HISTORY     - 1988     MONUMENTED       NGS
 LV0608
 LV0608                          STATION DESCRIPTION
 LV0608
 LV0608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0608'IN ARCATA.
 LV0608'IN ARCATA, AT THE INTERSECTION OF STATE HIGHWAY 299 AND GUINTOLI ROAD,
 LV0608'SET VERTICALLY IN THE SOUTHWEST END OF THE NORTHWEST CONCRETE
 LV0608'ABUTMENT OF THE ROAD OVERPASS OF THE HIGHWAY (OVERPASS NUMBER 4-231),
 LV0608'16.5 M (54.1 FT) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND LANES
 LV0608'OF THE HIGHWAY, AND 6.0 M (19.7 FT) SOUTHWEST OF THE CENTERLINE OF
 LV0608'THE LANE.
 LV0608'THE MARK IS 4.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1721 ***********************************************************************
 LU1721  DESIGNATION -  D 1403
 LU1721  PID         -  LU1721
 LU1721  STATE/COUNTY-  CA/HUMBOLDT
 LU1721  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1721
 LU1721                         *CURRENT SURVEY CONTROL
 LU1721  ___________________________________________________________________
 LU1721* NAD 83(1986)-  40 55 36.4    (N)    123 50 35.3    (W)     HD_HELD2  
 LU1721* NAVD 88     -       596.120  (meters)    1955.77   (feet)  ADJUSTED  
 LU1721  ___________________________________________________________________
 LU1721  GEOID HEIGHT-         -28.78  (meters)                     GEOID09
 LU1721  DYNAMIC HT  -         595.798 (meters)    1954.71  (feet)  COMP
 LU1721  MODELED GRAV-     980,065.5   (mgal)                       NAVD 88
 LU1721
 LU1721  VERT ORDER  -  FIRST     CLASS II
 LU1721
 LU1721.The horizontal coordinates were established by autonomous hand held GPS
 LU1721.observations and have an estimated accuracy of +/- 10 meters.
 LU1721.
 LU1721.The orthometric height was determined by differential leveling and
 LU1721.adjusted in June 1991.
 LU1721
 LU1721.The geoid height was determined by GEOID09.
 LU1721
 LU1721.The dynamic height is computed by dividing the NAVD 88
 LU1721.geopotential number by the normal gravity value computed on the
 LU1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1721.degrees latitude (g = 980.6199 gals.).
 LU1721
 LU1721.The modeled gravity was interpolated from observed gravity values.
 LU1721
 LU1721;                    North         East    Units  Estimated Accuracy
 LU1721;SPC CA 1     -   678,564.    1,844,783.      MT  (+/- 10 meters HH2 GPS)
 LU1721
 LU1721                          SUPERSEDED SURVEY CONTROL
 LU1721
 LU1721.No superseded survey control is available for this station.
 LU1721
 LU1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL2901130970(NAD 83)
 LU1721
 LU1721_MARKER: DB = BENCH MARK DISK
 LU1721_SETTING: 66 = SET IN ROCK OUTCROP
 LU1721_SP_SET: BEDROCK
 LU1721_STAMPING: D 1403 1988
 LU1721_MARK LOGO: NGS   
 LU1721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1721+STABILITY: POSITION/ELEVATION WELL
 LU1721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1721+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 LU1721
 LU1721  HISTORY     - Date     Condition        Report By
 LU1721  HISTORY     - 1988     MONUMENTED       NGS
 LU1721  HISTORY     - 20050608 GOOD             CADT
 LU1721
 LU1721                          STATION DESCRIPTION
 LU1721
 LU1721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1721'29.4 KM (18.25 MI) EAST FROM ARCATA.
 LU1721'29.4 KM (18.25 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1721'OF U.S. HIGHWAY 101 IN ARCATA, IN AN EXPOSED AREA OF BEDROCK IN A
 LU1721'HIGHWAY CUT, 150.0 M (492.1 FT) SOUTHEAST OF A PAVED ROAD LEADING TO
 LU1721'REDWOOD VALLEY, 33.5 M (109.9 FT) SOUTHEAST OF THE NORTHWEST END OF A
 LU1721'HIGHWAY CUT, AND 7.0 M (23.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 LU1721'HIGHWAY.
 LU1721'THE MARK IS 0.35 METERS  SSE FROM  A WITNESS POST
 LU1721'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 LU1721
 LU1721                          STATION RECOVERY (2005)
 LU1721
 LU1721'RECOVERY NOTE BY CALTRANS 2005 (REB)
 LU1721'DESIGNATION D 1403 US HWY299 PM 19.14L
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1744 ***********************************************************************
 LU1744  DESIGNATION -  D 1406
 LU1744  PID         -  LU1744
 LU1744  STATE/COUNTY-  CA/HUMBOLDT
 LU1744  USGS QUAD   -  WILLOW CREEK (1979)
 LU1744
 LU1744                         *CURRENT SURVEY CONTROL
 LU1744  ___________________________________________________________________
 LU1744* NAD 83(1986)-  40 54 25.     (N)    123 43 19.     (W)     SCALED    
 LU1744* NAVD 88     -       556.927  (meters)    1827.18   (feet)  ADJUSTED  
 LU1744  ___________________________________________________________________
 LU1744  GEOID HEIGHT-         -28.18  (meters)                     GEOID09
 LU1744  DYNAMIC HT  -         556.614 (meters)    1826.16  (feet)  COMP
 LU1744  MODELED GRAV-     980,044.8   (mgal)                       NAVD 88
 LU1744
 LU1744  VERT ORDER  -  FIRST     CLASS II
 LU1744
 LU1744.The horizontal coordinates were scaled from a topographic map and have
 LU1744.an estimated accuracy of +/- 6 seconds.
 LU1744.
 LU1744.The orthometric height was determined by differential leveling and
 LU1744.adjusted in June 1991.
 LU1744
 LU1744.The geoid height was determined by GEOID09.
 LU1744
 LU1744.The dynamic height is computed by dividing the NAVD 88
 LU1744.geopotential number by the normal gravity value computed on the
 LU1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1744.degrees latitude (g = 980.6199 gals.).
 LU1744
 LU1744.The modeled gravity was interpolated from observed gravity values.
 LU1744
 LU1744;                    North         East    Units  Estimated Accuracy
 LU1744;SPC CA 1     -   676,160.    1,854,950.      MT  (+/- 180 meters Scaled)
 LU1744
 LU1744                          SUPERSEDED SURVEY CONTROL
 LU1744
 LU1744.No superseded survey control is available for this station.
 LU1744
 LU1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL391286(NAD 83)
 LU1744
 LU1744_MARKER: DB = BENCH MARK DISK
 LU1744_SETTING: 66 = SET IN ROCK OUTCROP
 LU1744_SP_SET: BEDROCK
 LU1744_STAMPING: D 1406 1988
 LU1744_MARK LOGO: NGS   
 LU1744_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1744+STABILITY: POSITION/ELEVATION WELL
 LU1744
 LU1744  HISTORY     - Date     Condition        Report By
 LU1744  HISTORY     - 1988     MONUMENTED       NGS
 LU1744
 LU1744                          STATION DESCRIPTION
 LU1744
 LU1744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1744'10.3 KM (6.40 MI) WEST FROM WILLOW CREEK.
 LU1744'10.3 KM (6.40 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1744'OF STATE HIGHWAY 96 IN WILLOW CREEK, IN AN EXPOSED AREA OF BEDROCK IN
 LU1744'A HIGHWAY CUT, ACROSS THE HIGHWAY FROM A LARGE HIGHWAY PULLOUT, 39.7
 LU1744'M (130.2 FT) SOUTHEAST OF UTILITY POLE NUMBER 14-2A WITH 7 GUY WIRES,
 LU1744'AND 6.6 M (21.7 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 LU1744'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 LU1744'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1768 ***********************************************************************
 LU1768  DESIGNATION -  D 1422
 LU1768  PID         -  LU1768
 LU1768  STATE/COUNTY-  CA/TRINITY
 LU1768  USGS QUAD   -  HENNESSY PEAK (1979)
 LU1768
 LU1768                         *CURRENT SURVEY CONTROL
 LU1768  ___________________________________________________________________
 LU1768* NAD 83(1986)-  40 51 35.     (N)    123 30 42.     (W)     SCALED    
 LU1768* NAVD 88     -       234.924  (meters)     770.75   (feet)  ADJUSTED  
 LU1768  ___________________________________________________________________
 LU1768  GEOID HEIGHT-         -27.62  (meters)                     GEOID09
 LU1768  DYNAMIC HT  -         234.802 (meters)     770.35  (feet)  COMP
 LU1768  MODELED GRAV-     980,102.6   (mgal)                       NAVD 88
 LU1768
 LU1768  VERT ORDER  -  FIRST     CLASS II
 LU1768
 LU1768.The horizontal coordinates were scaled from a topographic map and have
 LU1768.an estimated accuracy of +/- 6 seconds.
 LU1768.
 LU1768.The orthometric height was determined by differential leveling and
 LU1768.adjusted in June 1991.
 LU1768
 LU1768.The geoid height was determined by GEOID09.
 LU1768
 LU1768.The dynamic height is computed by dividing the NAVD 88
 LU1768.geopotential number by the normal gravity value computed on the
 LU1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1768.degrees latitude (g = 980.6199 gals.).
 LU1768
 LU1768.The modeled gravity was interpolated from observed gravity values.
 LU1768
 LU1768;                    North         East    Units  Estimated Accuracy
 LU1768;SPC CA 1     -   670,590.    1,872,570.      MT  (+/- 180 meters Scaled)
 LU1768
 LU1768                          SUPERSEDED SURVEY CONTROL
 LU1768
 LU1768.No superseded survey control is available for this station.
 LU1768
 LU1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL568233(NAD 83)
 LU1768
 LU1768_MARKER: DB = BENCH MARK DISK
 LU1768_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1768_SP_SET: ABUTMENT
 LU1768_STAMPING: D 1422 1988
 LU1768_MARK LOGO: NGS   
 LU1768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1768
 LU1768  HISTORY     - Date     Condition        Report By
 LU1768  HISTORY     - 1988     MONUMENTED       NGS
 LU1768
 LU1768                          STATION DESCRIPTION
 LU1768
 LU1768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1768'16.8 KM (10.45 MI) SE FROM WILLOW CREEK.
 LU1768'16.8 KM (10.45 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1768'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, SET VERTICALLY IN THE
 LU1768'SOUTH FACE OF THE WEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NUMBER
 LU1768'05-44 SPANNING GRAY CREEK, 5.3 M (17.4 FT) EAST OF THE WEST END OF
 LU1768'THE BRIDGE, AND 4.5 M (14.8 FT) SOUTH OF THE CENTERLINE OF THE
 LU1768'HIGHWAY.
 LU1768'THE MARK IS 0.8 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1791 ***********************************************************************
 LU1791  DESIGNATION -  D 1423
 LU1791  PID         -  LU1791
 LU1791  STATE/COUNTY-  CA/TRINITY
 LU1791  USGS QUAD   -  DEL LOMA (1982)
 LU1791
 LU1791                         *CURRENT SURVEY CONTROL
 LU1791  ___________________________________________________________________
 LU1791* NAD 83(1986)-  40 45 01.     (N)    123 16 34.     (W)     SCALED    
 LU1791* NAVD 88     -       376.594  (meters)    1235.54   (feet)  ADJUSTED  
 LU1791  ___________________________________________________________________
 LU1791  GEOID HEIGHT-         -27.02  (meters)                     GEOID09
 LU1791  DYNAMIC HT  -         376.374 (meters)    1234.82  (feet)  COMP
 LU1791  MODELED GRAV-     980,031.0   (mgal)                       NAVD 88
 LU1791
 LU1791  VERT ORDER  -  FIRST     CLASS II
 LU1791
 LU1791.The horizontal coordinates were scaled from a topographic map and have
 LU1791.an estimated accuracy of +/- 6 seconds.
 LU1791.
 LU1791.The orthometric height was determined by differential leveling and
 LU1791.adjusted in June 1991.
 LU1791
 LU1791.The geoid height was determined by GEOID09.
 LU1791
 LU1791.The dynamic height is computed by dividing the NAVD 88
 LU1791.geopotential number by the normal gravity value computed on the
 LU1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1791.degrees latitude (g = 980.6199 gals.).
 LU1791
 LU1791.The modeled gravity was interpolated from observed gravity values.
 LU1791
 LU1791;                    North         East    Units  Estimated Accuracy
 LU1791;SPC CA 1     -   658,120.    1,892,250.      MT  (+/- 180 meters Scaled)
 LU1791
 LU1791                          SUPERSEDED SURVEY CONTROL
 LU1791
 LU1791.No superseded survey control is available for this station.
 LU1791
 LU1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL766110(NAD 83)
 LU1791
 LU1791_MARKER: I = METAL ROD
 LU1791_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1791+WITH SETTING: INFORMATION.
 LU1791_SP_SET: SHALLOW-SET METAL ROD
 LU1791_STAMPING: D 1423 1988
 LU1791_MARK LOGO: NGS   
 LU1791_PROJECTION: FLUSH
 LU1791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1791_ROD/PIPE-DEPTH: 2.2  meters
 LU1791
 LU1791  HISTORY     - Date     Condition        Report By
 LU1791  HISTORY     - 1988     MONUMENTED       NGS
 LU1791
 LU1791                          STATION DESCRIPTION
 LU1791
 LU1791'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1791'1.1 KM (0.70 MI) NW FROM BIG BAR.
 LU1791'1.1 KM (0.70 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE POST
 LU1791'OFFICE IN BIG BAR, 0.9 KM (0.55 MI) SOUTHEAST OF THE CENTER OF WHITES
 LU1791'BAR PICNIC AREA, 13.3 M (43.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 LU1791'HIGHWAY, AND 10.0 M (32.8 FT) NORTHWEST OF THE CENTER OF AN ABANDONED
 LU1791'DRIVEWAY LEADING NORTHWEST. NOTE--ACCESS TO DATUM POINT IS HAD
 LU1791'THROUGH A 5-INCH LOGO CAP.
 LU1791'THE MARK IS 0.18 METERS  SW FROM  A WITNESS POST
 LU1791'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1810 ***********************************************************************
 LU1810  DESIGNATION -  D 1424
 LU1810  PID         -  LU1810
 LU1810  STATE/COUNTY-  CA/TRINITY
 LU1810  USGS QUAD   -  JUNCTION CITY (1982)
 LU1810
 LU1810                         *CURRENT SURVEY CONTROL
 LU1810  ___________________________________________________________________
 LU1810* NAD 83(1986)-  40 44 08.     (N)    123 00 43.     (W)     SCALED    
 LU1810* NAVD 88     -       609.256  (meters)    1998.87   (feet)  ADJUSTED  
 LU1810  ___________________________________________________________________
 LU1810  GEOID HEIGHT-         -26.57  (meters)                     GEOID09
 LU1810  DYNAMIC HT  -         608.867 (meters)    1997.59  (feet)  COMP
 LU1810  MODELED GRAV-     979,967.3   (mgal)                       NAVD 88
 LU1810
 LU1810  VERT ORDER  -  FIRST     CLASS II
 LU1810
 LU1810.The horizontal coordinates were scaled from a topographic map and have
 LU1810.an estimated accuracy of +/- 6 seconds.
 LU1810.
 LU1810.The orthometric height was determined by differential leveling and
 LU1810.adjusted in June 1991.
 LU1810
 LU1810.The geoid height was determined by GEOID09.
 LU1810
 LU1810.The dynamic height is computed by dividing the NAVD 88
 LU1810.geopotential number by the normal gravity value computed on the
 LU1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1810.degrees latitude (g = 980.6199 gals.).
 LU1810
 LU1810.The modeled gravity was interpolated from observed gravity values.
 LU1810
 LU1810;                    North         East    Units  Estimated Accuracy
 LU1810;SPC CA 1     -   656,190.    1,914,530.      MT  (+/- 180 meters Scaled)
 LU1810
 LU1810                          SUPERSEDED SURVEY CONTROL
 LU1810
 LU1810.No superseded survey control is available for this station.
 LU1810
 LU1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL989094(NAD 83)
 LU1810
 LU1810_MARKER: I = METAL ROD
 LU1810_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1810+WITH SETTING: INFORMATION.
 LU1810_SP_SET: SHALLOW-SET METAL ROD
 LU1810_STAMPING: D 1424 1988
 LU1810_MARK LOGO: NGS   
 LU1810_PROJECTION: FLUSH
 LU1810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1810_ROD/PIPE-DEPTH: 1.1  meters
 LU1810
 LU1810  HISTORY     - Date     Condition        Report By
 LU1810  HISTORY     - 1988     MONUMENTED       NGS
 LU1810
 LU1810                          STATION DESCRIPTION
 LU1810
 LU1810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1810'8.7 KM (5.40 MI) NW FROM WEAVERVILLE.
 LU1810'8.7 KM (5.40 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1810'JUNCTION OF STATE HIGHWAY 3 IN WEAVERVILLE, 1.0 KM (0.60 MI)
 LU1810'NORTHEAST OF THE INTERSECTION OF SLATTERY GULCH ROAD, AT THE
 LU1810'NORTHWEST END OF A HIGHWAY CUT, 9.0 M (29.5 FT) SOUTHWEST OF THE
 LU1810'CENTERLINE OF THE HIGHWAY, 5.3 M (17.4 FT) NORTHEAST OF A 24-INCH
 LU1810'PINE TREE, AND 2.0 M (6.6 FT) SOUTHEAST OF THE CENTER OF A DIM TRACK
 LU1810'ROAD. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1810'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 LU1810'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1841 ***********************************************************************
 LU1841  DESIGNATION -  D 1425
 LU1841  PID         -  LU1841
 LU1841  STATE/COUNTY-  CA/TRINITY
 LU1841  USGS QUAD   -  LEWISTON (1982)
 LU1841
 LU1841                         *CURRENT SURVEY CONTROL
 LU1841  ___________________________________________________________________
 LU1841* NAD 83(1986)-  40 39 40.     (N)    122 46 44.     (W)     SCALED    
 LU1841* NAVD 88     -       782.627  (meters)    2567.67   (feet)  ADJUSTED  
 LU1841  ___________________________________________________________________
 LU1841  GEOID HEIGHT-         -26.76  (meters)                     GEOID09
 LU1841  DYNAMIC HT  -         782.126 (meters)    2566.03  (feet)  COMP
 LU1841  MODELED GRAV-     979,959.6   (mgal)                       NAVD 88
 LU1841
 LU1841  VERT ORDER  -  FIRST     CLASS II
 LU1841
 LU1841.The horizontal coordinates were scaled from a topographic map and have
 LU1841.an estimated accuracy of +/- 6 seconds.
 LU1841.
 LU1841.The orthometric height was determined by differential leveling and
 LU1841.adjusted in June 1991.
 LU1841
 LU1841.The geoid height was determined by GEOID09.
 LU1841
 LU1841.The dynamic height is computed by dividing the NAVD 88
 LU1841.geopotential number by the normal gravity value computed on the
 LU1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1841.degrees latitude (g = 980.6199 gals.).
 LU1841
 LU1841.The modeled gravity was interpolated from observed gravity values.
 LU1841
 LU1841;                    North         East    Units  Estimated Accuracy
 LU1841;SPC CA 1     -   647,730.    1,934,140.      MT  (+/- 180 meters Scaled)
 LU1841
 LU1841                          SUPERSEDED SURVEY CONTROL
 LU1841
 LU1841.No superseded survey control is available for this station.
 LU1841
 LU1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL186011(NAD 83)
 LU1841
 LU1841_MARKER: I = METAL ROD
 LU1841_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1841_SP_SET: STAINLESS STEEL ROD
 LU1841_STAMPING: D 1425 1988
 LU1841_MARK LOGO: NGS   
 LU1841_PROJECTION: FLUSH
 LU1841_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1841+STABILITY: POSITION/ELEVATION WELL
 LU1841_ROD/PIPE-DEPTH: 5.2  meters
 LU1841
 LU1841  HISTORY     - Date     Condition        Report By
 LU1841  HISTORY     - 1988     MONUMENTED       NGS
 LU1841
 LU1841                          STATION DESCRIPTION
 LU1841
 LU1841'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1841'27.1 KM (16.85 MI) EAST FROM WEAVERVILLE.
 LU1841'27.1 KM (16.85 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1841'OF STATE HIGHWAY 3 IN WEAVERVILLE, 0.5 KM (0.30 MI) SOUTH OF THE
 LU1841'INTERSECTION OF A PAVED ROAD, 44.2 M (145.0 FT) NORTH OF THE CENTER
 LU1841'OF A DRIVEWAY, 12.3 M (40.4 FT) EAST OF THE CENTERLINE OF THE
 LU1841'HIGHWAY, 1.0 M (3.3 FT) NORTHWEST OF THE NORTH CORNER OF AN ABANDONED
 LU1841'SIGN FOUNDATION. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LU1841'LOGO CAP.
 LU1841'THE MARK IS 1.0 METERS  W FROM  A WITNESS POST
 LU1841'THE MARK IS 1.3 M ABOVE THEE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1722 ***********************************************************************
 LU1722  DESIGNATION -  E 1403
 LU1722  PID         -  LU1722
 LU1722  STATE/COUNTY-  CA/HUMBOLDT
 LU1722  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1722
 LU1722                         *CURRENT SURVEY CONTROL
 LU1722  ___________________________________________________________________
 LU1722* NAD 83(1986)-  40 55 13.1    (N)    123 50 07.4    (W)     HD_HELD2  
 LU1722* NAVD 88     -       530.627  (meters)    1740.90   (feet)  ADJUSTED  
 LU1722  ___________________________________________________________________
 LU1722  GEOID HEIGHT-         -28.75  (meters)                     GEOID09
 LU1722  DYNAMIC HT  -         530.344 (meters)    1739.97  (feet)  COMP
 LU1722  MODELED GRAV-     980,074.2   (mgal)                       NAVD 88
 LU1722
 LU1722  VERT ORDER  -  FIRST     CLASS II
 LU1722
 LU1722.The horizontal coordinates were established by autonomous hand held GPS
 LU1722.observations and have an estimated accuracy of +/- 10 meters.
 LU1722.
 LU1722.The orthometric height was determined by differential leveling and
 LU1722.adjusted in June 1991.
 LU1722
 LU1722.The geoid height was determined by GEOID09.
 LU1722
 LU1722.The dynamic height is computed by dividing the NAVD 88
 LU1722.geopotential number by the normal gravity value computed on the
 LU1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1722.degrees latitude (g = 980.6199 gals.).
 LU1722
 LU1722.The modeled gravity was interpolated from observed gravity values.
 LU1722
 LU1722;                    North         East    Units  Estimated Accuracy
 LU1722;SPC CA 1     -   677,832.    1,845,421.      MT  (+/- 10 meters HH2 GPS)
 LU1722
 LU1722                          SUPERSEDED SURVEY CONTROL
 LU1722
 LU1722.No superseded survey control is available for this station.
 LU1722
 LU1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL2965730246(NAD 83)
 LU1722
 LU1722_MARKER: I = METAL ROD
 LU1722_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1722_SP_SET: STAINLESS STEEL ROD
 LU1722_STAMPING: E 1403 1988
 LU1722_MARK LOGO: NGS   
 LU1722_PROJECTION: FLUSH
 LU1722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1722+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 LU1722_ROD/PIPE-DEPTH: 3.1  meters
 LU1722
 LU1722  HISTORY     - Date     Condition        Report By
 LU1722  HISTORY     - 1988     MONUMENTED       NGS
 LU1722  HISTORY     - 20050608 GOOD             CADT
 LU1722
 LU1722                          STATION DESCRIPTION
 LU1722
 LU1722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1722'30.5 KM (18.95 MI) WEST FROM WILLOW CREEK.
 LU1722'30.5 KM (18.95 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1722'OF STATE HIGHWAY 96 IN WILLOW CREEK, OR 30.5 KM (18.95 MI) EASTERLY
 LU1722'ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF U.S. HIGHWAY 101 IN
 LU1722'ARCATA, 14.5 M (47.6 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LU1722'AND 7.6 M (24.9 FT) SOUTHEAST OF THE CENTER OF A PAVED ROAD.
 LU1722'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1722'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LU1722'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 LU1722
 LU1722                          STATION RECOVERY (2005)
 LU1722
 LU1722'RECOVERY NOTE BY CALTRANS 2005 (REB)
 LU1722'DESIGNATION E 1403 US HWY299 PM 19.81L
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1745 ***********************************************************************
 LU1745  DESIGNATION -  E 1406
 LU1745  PID         -  LU1745
 LU1745  STATE/COUNTY-  CA/HUMBOLDT
 LU1745  USGS QUAD   -  WILLOW CREEK (1979)
 LU1745
 LU1745                         *CURRENT SURVEY CONTROL
 LU1745  ___________________________________________________________________
 LU1745* NAD 83(1986)-  40 54 28.     (N)    123 42 29.     (W)     SCALED    
 LU1745* NAVD 88     -       474.595  (meters)    1557.07   (feet)  ADJUSTED  
 LU1745  ___________________________________________________________________
 LU1745  GEOID HEIGHT-         -28.13  (meters)                     GEOID09
 LU1745  DYNAMIC HT  -         474.318 (meters)    1556.16  (feet)  COMP
 LU1745  MODELED GRAV-     980,026.9   (mgal)                       NAVD 88
 LU1745
 LU1745  VERT ORDER  -  FIRST     CLASS II
 LU1745
 LU1745.The horizontal coordinates were scaled from a topographic map and have
 LU1745.an estimated accuracy of +/- 6 seconds.
 LU1745.
 LU1745.The orthometric height was determined by differential leveling and
 LU1745.adjusted in June 1991.
 LU1745
 LU1745.The geoid height was determined by GEOID09.
 LU1745
 LU1745.The dynamic height is computed by dividing the NAVD 88
 LU1745.geopotential number by the normal gravity value computed on the
 LU1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1745.degrees latitude (g = 980.6199 gals.).
 LU1745
 LU1745.The modeled gravity was interpolated from observed gravity values.
 LU1745
 LU1745;                    North         East    Units  Estimated Accuracy
 LU1745;SPC CA 1     -   676,220.    1,856,120.      MT  (+/- 180 meters Scaled)
 LU1745
 LU1745                          SUPERSEDED SURVEY CONTROL
 LU1745
 LU1745.No superseded survey control is available for this station.
 LU1745
 LU1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL403287(NAD 83)
 LU1745
 LU1745_MARKER: I = METAL ROD
 LU1745_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1745_SP_SET: STAINLESS STEEL ROD
 LU1745_STAMPING: E 1406 1988
 LU1745_MARK LOGO: NGS   
 LU1745_PROJECTION: FLUSH
 LU1745_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1745+STABILITY: POSITION/ELEVATION WELL
 LU1745_ROD/PIPE-DEPTH: 6.7  meters
 LU1745
 LU1745  HISTORY     - Date     Condition        Report By
 LU1745  HISTORY     - 1988     MONUMENTED       NGS
 LU1745
 LU1745                          STATION DESCRIPTION
 LU1745
 LU1745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1745'9.2 KM (5.70 MI) WEST FROM WILLOW CREEK.
 LU1745'9.2 KM (5.70 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF
 LU1745'STATE HIGHWAY 96 IN WILLOW CREEK, 59.9 M (196.5 FT) SOUTHWEST OF THE
 LU1745'SOUTHWEST CORNER OF A HIGHWAY BRIDGE SPANNING EAST FORK CREEK, AND
 LU1745'17.6 M (57.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY. NOTE--ACCESS
 LU1745'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1745'THE MARK IS 0.1 METERS  N FROM  A WITNESS POST
 LU1745'THE MARK IS 0.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1817 ***********************************************************************
 LU1817  DESIGNATION -  E 1422
 LU1817  PID         -  LU1817
 LU1817  STATE/COUNTY-  CA/TRINITY
 LU1817  USGS QUAD   -  WEAVERVILLE (1982)
 LU1817
 LU1817                         *CURRENT SURVEY CONTROL
 LU1817  ___________________________________________________________________
 LU1817* NAD 83(1986)-  40 44 46.     (N)    122 58 17.     (W)     SCALED    
 LU1817* NAVD 88     -       767.858  (meters)    2519.21   (feet)  ADJUSTED  
 LU1817  ___________________________________________________________________
 LU1817  GEOID HEIGHT-         -26.48  (meters)                     GEOID09
 LU1817  DYNAMIC HT  -         767.358 (meters)    2517.57  (feet)  COMP
 LU1817  MODELED GRAV-     979,948.7   (mgal)                       NAVD 88
 LU1817
 LU1817  VERT ORDER  -  FIRST     CLASS II
 LU1817
 LU1817.The horizontal coordinates were scaled from a topographic map and have
 LU1817.an estimated accuracy of +/- 6 seconds.
 LU1817.
 LU1817.The orthometric height was determined by differential leveling and
 LU1817.adjusted in June 1991.
 LU1817
 LU1817.The geoid height was determined by GEOID09.
 LU1817
 LU1817.The dynamic height is computed by dividing the NAVD 88
 LU1817.geopotential number by the normal gravity value computed on the
 LU1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1817.degrees latitude (g = 980.6199 gals.).
 LU1817
 LU1817.The modeled gravity was interpolated from observed gravity values.
 LU1817
 LU1817;                    North         East    Units  Estimated Accuracy
 LU1817;SPC CA 1     -   657,330.    1,917,970.      MT  (+/- 180 meters Scaled)
 LU1817
 LU1817                          SUPERSEDED SURVEY CONTROL
 LU1817
 LU1817.No superseded survey control is available for this station.
 LU1817
 LU1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL024105(NAD 83)
 LU1817
 LU1817_MARKER: I = METAL ROD
 LU1817_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1817+WITH SETTING: INFORMATION.
 LU1817_SP_SET: SHALLOW-SET METAL ROD
 LU1817_STAMPING: E 1422 1988
 LU1817_MARK LOGO: NGS   
 LU1817_PROJECTION: FLUSH
 LU1817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1817_ROD/PIPE-DEPTH: 2.3  meters
 LU1817
 LU1817  HISTORY     - Date     Condition        Report By
 LU1817  HISTORY     - 1988     MONUMENTED       NGS
 LU1817
 LU1817                          STATION DESCRIPTION
 LU1817
 LU1817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1817'3.5 KM (2.15 MI) NW FROM WEAVERVILLE.
 LU1817'3.5 KM (2.15 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1817'JUNCTION OF STATE HIGHWAY 3 IN WEAVERVILLE, 0.8 KM (0.50 MI)
 LU1817'SOUTHEAST OF THE INTERSECTION OF OREGON SPRINGS ROAD, 0.5 KM
 LU1817'(0.30 MI) NORTHWEST OF THE INTERSECTION OF A DIRT ROAD LEADING NORTH,
 LU1817'11.8 M (38.7 FT) SOUTHEAST OF THE SOUTHWEST END OF A PVC DRAIN PIPE,
 LU1817'AND 22.3 M (73.2 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LU1817'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1817'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 LU1817'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1792 ***********************************************************************
 LU1792  DESIGNATION -  E 1423
 LU1792  PID         -  LU1792
 LU1792  STATE/COUNTY-  CA/TRINITY
 LU1792  USGS QUAD   -  BIG BAR (1982)
 LU1792
 LU1792                         *CURRENT SURVEY CONTROL
 LU1792  ___________________________________________________________________
 LU1792* NAD 83(1986)-  40 44 37.     (N)    123 16 02.     (W)     SCALED    
 LU1792* NAVD 88     -       384.239  (meters)    1260.62   (feet)  ADJUSTED  
 LU1792  ___________________________________________________________________
 LU1792  GEOID HEIGHT-         -27.01  (meters)                     GEOID09
 LU1792  DYNAMIC HT  -         384.014 (meters)    1259.89  (feet)  COMP
 LU1792  MODELED GRAV-     980,028.8   (mgal)                       NAVD 88
 LU1792
 LU1792  VERT ORDER  -  FIRST     CLASS II
 LU1792
 LU1792.The horizontal coordinates were scaled from a topographic map and have
 LU1792.an estimated accuracy of +/- 6 seconds.
 LU1792.
 LU1792.The orthometric height was determined by differential leveling and
 LU1792.adjusted in June 1991.
 LU1792
 LU1792.The geoid height was determined by GEOID09.
 LU1792
 LU1792.The dynamic height is computed by dividing the NAVD 88
 LU1792.geopotential number by the normal gravity value computed on the
 LU1792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1792.degrees latitude (g = 980.6199 gals.).
 LU1792
 LU1792.The modeled gravity was interpolated from observed gravity values.
 LU1792
 LU1792;                    North         East    Units  Estimated Accuracy
 LU1792;SPC CA 1     -   657,370.    1,892,990.      MT  (+/- 180 meters Scaled)
 LU1792
 LU1792                          SUPERSEDED SURVEY CONTROL
 LU1792
 LU1792.No superseded survey control is available for this station.
 LU1792
 LU1792_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL774103(NAD 83)
 LU1792
 LU1792_MARKER: I = METAL ROD
 LU1792_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1792_SP_SET: STAINLESS STEEL ROD
 LU1792_STAMPING: E 1423 1988
 LU1792_MARK LOGO: NGS   
 LU1792_PROJECTION: FLUSH
 LU1792_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1792+STABILITY: POSITION/ELEVATION WELL
 LU1792_ROD/PIPE-DEPTH: 4.6  meters
 LU1792
 LU1792  HISTORY     - Date     Condition        Report By
 LU1792  HISTORY     - 1988     MONUMENTED       NGS
 LU1792
 LU1792                          STATION DESCRIPTION
 LU1792
 LU1792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1792'IN BIG BAR.
 LU1792'IN BIG BAR, AT THE BIG BAR POST OFFICE, 17.6 M (57.7 FT) NORTHEAST OF
 LU1792'THE CENTERLINE OF THE HIGHWAY, AND 15.9 M (52.2 FT) NORTHWEST OF THE
 LU1792'NORTHWEST CORNER OF THE BUILDING. NOTE--ACCESS TO DATUM POINT IS HAD
 LU1792'THROUGH A 5-INCH LOGO CAP.
 LU1792'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST
 LU1792'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1805 ***********************************************************************
 LU1805  DESIGNATION -  E 1424
 LU1805  PID         -  LU1805
 LU1805  STATE/COUNTY-  CA/TRINITY
 LU1805  USGS QUAD   -  JUNCTION CITY (1982)
 LU1805
 LU1805                         *CURRENT SURVEY CONTROL
 LU1805  ___________________________________________________________________
 LU1805* NAD 83(1986)-  40 44 45.     (N)    123 03 51.     (W)     SCALED    
 LU1805* NAVD 88     -       440.478  (meters)    1445.13   (feet)  ADJUSTED  
 LU1805  ___________________________________________________________________
 LU1805  GEOID HEIGHT-         -26.59  (meters)                     GEOID09
 LU1805  DYNAMIC HT  -         440.227 (meters)    1444.31  (feet)  COMP
 LU1805  MODELED GRAV-     980,042.3   (mgal)                       NAVD 88
 LU1805
 LU1805  VERT ORDER  -  FIRST     CLASS II
 LU1805
 LU1805.The horizontal coordinates were scaled from a topographic map and have
 LU1805.an estimated accuracy of +/- 6 seconds.
 LU1805.
 LU1805.The orthometric height was determined by differential leveling and
 LU1805.adjusted in June 1991.
 LU1805
 LU1805.The geoid height was determined by GEOID09.
 LU1805
 LU1805.The dynamic height is computed by dividing the NAVD 88
 LU1805.geopotential number by the normal gravity value computed on the
 LU1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1805.degrees latitude (g = 980.6199 gals.).
 LU1805
 LU1805.The modeled gravity was interpolated from observed gravity values.
 LU1805
 LU1805;                    North         East    Units  Estimated Accuracy
 LU1805;SPC CA 1     -   657,390.    1,910,140.      MT  (+/- 180 meters Scaled)
 LU1805
 LU1805                          SUPERSEDED SURVEY CONTROL
 LU1805
 LU1805.No superseded survey control is available for this station.
 LU1805
 LU1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL945105(NAD 83)
 LU1805
 LU1805_MARKER: I = METAL ROD
 LU1805_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1805+WITH SETTING: INFORMATION.
 LU1805_SP_SET: SHALLOW-SET METAL ROD
 LU1805_STAMPING: E 1424 1988
 LU1805_MARK LOGO: NGS   
 LU1805_PROJECTION: FLUSH
 LU1805_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1805_ROD/PIPE-DEPTH: 2.3  meters
 LU1805
 LU1805  HISTORY     - Date     Condition        Report By
 LU1805  HISTORY     - 1988     MONUMENTED       NGS
 LU1805
 LU1805                          STATION DESCRIPTION
 LU1805
 LU1805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1805'15.1 KM (9.40 MI) NW FROM WEAVERVILLE.
 LU1805'15.1 KM (9.40 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1805'JUNCTION OF STATE HIGHWAY 3 IN WEAVERVILLE, 57.3 M (188.0 FT)
 LU1805'SOUTHWEST OF THE CENTER OF THE ENTRANCE TO THE JUNCTION CITY
 LU1805'CAMPGROUND, 11.0 M (36.1 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LU1805'HIGHWAY, AND 4.4 M (14.4 FT) SOUTHWEST OF A 36-INCH PINE TREE.
 LU1805'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1805'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST AND FENCE
 LU1805'THE MARK IS ABOVE LEVEL WITH THEE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1842 ***********************************************************************
 LU1842  DESIGNATION -  E 1425
 LU1842  PID         -  LU1842
 LU1842  STATE/COUNTY-  CA/TRINITY
 LU1842  USGS QUAD   -  LEWISTON (1982)
 LU1842
 LU1842                         *CURRENT SURVEY CONTROL
 LU1842  ___________________________________________________________________
 LU1842* NAD 83(1986)-  40 39 30.     (N)    122 46 10.     (W)     SCALED    
 LU1842* NAVD 88     -       799.241  (meters)    2622.18   (feet)  ADJUSTED  
 LU1842  ___________________________________________________________________
 LU1842  GEOID HEIGHT-         -26.76  (meters)                     GEOID09
 LU1842  DYNAMIC HT  -         798.726 (meters)    2620.49  (feet)  COMP
 LU1842  MODELED GRAV-     979,953.6   (mgal)                       NAVD 88
 LU1842
 LU1842  VERT ORDER  -  FIRST     CLASS II
 LU1842
 LU1842.The horizontal coordinates were scaled from a topographic map and have
 LU1842.an estimated accuracy of +/- 6 seconds.
 LU1842.
 LU1842.The orthometric height was determined by differential leveling and
 LU1842.adjusted in June 1991.
 LU1842
 LU1842.The geoid height was determined by GEOID09.
 LU1842
 LU1842.The dynamic height is computed by dividing the NAVD 88
 LU1842.geopotential number by the normal gravity value computed on the
 LU1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1842.degrees latitude (g = 980.6199 gals.).
 LU1842
 LU1842.The modeled gravity was interpolated from observed gravity values.
 LU1842
 LU1842;                    North         East    Units  Estimated Accuracy
 LU1842;SPC CA 1     -   647,410.    1,934,940.      MT  (+/- 180 meters Scaled)
 LU1842
 LU1842                          SUPERSEDED SURVEY CONTROL
 LU1842
 LU1842.No superseded survey control is available for this station.
 LU1842
 LU1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL194008(NAD 83)
 LU1842
 LU1842_MARKER: I = METAL ROD
 LU1842_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1842_SP_SET: STAINLESS STEEL ROD
 LU1842_STAMPING: E 1425 1988
 LU1842_MARK LOGO: NGS   
 LU1842_PROJECTION: FLUSH
 LU1842_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1842+STABILITY: POSITION/ELEVATION WELL
 LU1842_ROD/PIPE-DEPTH: 5.6  meters
 LU1842
 LU1842  HISTORY     - Date     Condition        Report By
 LU1842  HISTORY     - 1988     MONUMENTED       NGS
 LU1842
 LU1842                          STATION DESCRIPTION
 LU1842
 LU1842'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1842'28.1 KM (17.45 MI) EAST FROM WEAVERVILLE.
 LU1842'28.1 KM (17.45 MI) EASTERLY ALONG STATE HIGHWAY 299 FR0M THE JUNCTION
 LU1842'OF STATE HIGHWAY 3 IN WEAVERVILLE, 20.8 M (68.2 FT) SOUTHWEST OF THE
 LU1842'CENTER OF A GATE, 18.2 M (59.7 FT) NORTH OF THE CENTERLINE OF THE
 LU1842'HIGHWAY, AND 15.2 M (49.9 FT) WEST OF THE CENTER OF A PAVED DRIVEWAY
 LU1842'LEADING INTO THE BUCKHORN MOUNTAIN STATE HIGHWAY MAINTAINCE YARD.
 LU1842'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1842'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LU1842'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0185 ***********************************************************************
 LU0185  DESIGNATION -  E 78 RESET
 LU0185  PID         -  LU0185
 LU0185  STATE/COUNTY-  CA/SHASTA
 LU0185  USGS QUAD   -  REDDING (1969)
 LU0185
 LU0185                         *CURRENT SURVEY CONTROL
 LU0185  ___________________________________________________________________
 LU0185* NAD 83(1986)-  40 35 53.     (N)    122 29 25.     (W)     SCALED    
 LU0185* NAVD 88     -       314.321  (meters)    1031.23   (feet)  ADJUSTED  
 LU0185  ___________________________________________________________________
 LU0185  GEOID HEIGHT-         -27.37  (meters)                     GEOID09
 LU0185  DYNAMIC HT  -         314.154 (meters)    1030.69  (feet)  COMP
 LU0185  MODELED GRAV-     980,084.5   (mgal)                       NAVD 88
 LU0185
 LU0185  VERT ORDER  -  FIRST     CLASS II
 LU0185
 LU0185.The horizontal coordinates were scaled from a topographic map and have
 LU0185.an estimated accuracy of +/- 6 seconds.
 LU0185.
 LU0185.The orthometric height was determined by differential leveling and
 LU0185.adjusted in June 1991.
 LU0185
 LU0185.The geoid height was determined by GEOID09.
 LU0185
 LU0185.The dynamic height is computed by dividing the NAVD 88
 LU0185.geopotential number by the normal gravity value computed on the
 LU0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0185.degrees latitude (g = 980.6199 gals.).
 LU0185
 LU0185.The modeled gravity was interpolated from observed gravity values.
 LU0185
 LU0185;                    North         East    Units  Estimated Accuracy
 LU0185;SPC CA 1     -   640,550.    1,958,510.      MT  (+/- 180 meters Scaled)
 LU0185
 LU0185                          SUPERSEDED SURVEY CONTROL
 LU0185
 LU0185.No superseded survey control is available for this station.
 LU0185
 LU0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK431942(NAD 83)
 LU0185
 LU0185_MARKER: DB = BENCH MARK DISK
 LU0185_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LU0185+WITH SETTING: PAVEMENT
 LU0185_SP_SET: CONCRETE PORCH
 LU0185_STAMPING: E 78 RESET 1968
 LU0185_MARK LOGO: CGS   
 LU0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0185+STABILITY: SURFACE MOTION
 LU0185
 LU0185  HISTORY     - Date     Condition        Report By
 LU0185  HISTORY     - 1968     MONUMENTED       CGS
 LU0185  HISTORY     - 1988     GOOD             NGS
 LU0185
 LU0185                          STATION DESCRIPTION
 LU0185
 LU0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 LU0185'AT SHASTA.
 LU0185'AT SHASTA, 10.2 FEET SOUTHWEST OF THE SOUTH CORNER OF THE MASONIC
 LU0185'HALL BUILDING, 49.6 FEET NORTHEAST OF THE CENTER LINE OF THE
 LU0185'HIGHWAY, 8 FEET SOUTHWEST OF A FLAG POLE AND ABOUT 0.6 FOOT
 LU0185'HIGHER THAN THE HIGHWAY.
 LU0185
 LU0185                          STATION RECOVERY (1988)
 LU0185
 LU0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0185'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  9.0 KM
 LU0185'(5.60 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION WITH
 LU0185'CALIFORNIA STREET IN REDDING.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0610 ***********************************************************************
 LV0610  DESIGNATION -  F 1402
 LV0610  PID         -  LV0610
 LV0610  STATE/COUNTY-  CA/HUMBOLDT
 LV0610  USGS QUAD   -  ARCATA NORTH (1972)
 LV0610
 LV0610                         *CURRENT SURVEY CONTROL
 LV0610  ___________________________________________________________________
 LV0610* NAD 83(1986)-  40 54 24.     (N)    124 02 14.     (W)     SCALED    
 LV0610* NAVD 88     -        28.609  (meters)      93.86   (feet)  ADJUSTED  
 LV0610  ___________________________________________________________________
 LV0610  GEOID HEIGHT-         -29.85  (meters)                     GEOID09
 LV0610  DYNAMIC HT  -          28.597 (meters)      93.82  (feet)  COMP
 LV0610  MODELED GRAV-     980,212.2   (mgal)                       NAVD 88
 LV0610
 LV0610  VERT ORDER  -  FIRST     CLASS II
 LV0610
 LV0610.The horizontal coordinates were scaled from a topographic map and have
 LV0610.an estimated accuracy of +/- 6 seconds.
 LV0610.
 LV0610.The orthometric height was determined by differential leveling and
 LV0610.adjusted in June 1991.
 LV0610
 LV0610.The geoid height was determined by GEOID09.
 LV0610
 LV0610.The dynamic height is computed by dividing the NAVD 88
 LV0610.geopotential number by the normal gravity value computed on the
 LV0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0610.degrees latitude (g = 980.6199 gals.).
 LV0610
 LV0610.The modeled gravity was interpolated from observed gravity values.
 LV0610
 LV0610;                    North         East    Units  Estimated Accuracy
 LV0610;SPC CA 1     -   676,690.    1,828,390.      MT  (+/- 180 meters Scaled)
 LV0610
 LV0610                          SUPERSEDED SURVEY CONTROL
 LV0610
 LV0610  NGVD 29 (12/02/92)   27.589  (m)           90.51   (f) ADJUSTED    1 2
 LV0610
 LV0610.Superseded values are not recommended for survey control.
 LV0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0610.See file dsdata.txt to determine how the superseded data were derived.
 LV0610
 LV0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL126289(NAD 83)
 LV0610
 LV0610_MARKER: DB = BENCH MARK DISK
 LV0610_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0610_SP_SET: PIER
 LV0610_STAMPING: F 1402 1988
 LV0610_MARK LOGO: NGS   
 LV0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0610
 LV0610  HISTORY     - Date     Condition        Report By
 LV0610  HISTORY     - 1988     MONUMENTED       NGS
 LV0610
 LV0610                          STATION DESCRIPTION
 LV0610
 LV0610'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0610'4.7 KM (2.90 MI) EAST FROM ARCATA.
 LV0610'4.7 KM (2.90 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF
 LV0610'U.S. HIGHWAY 101 IN ARCATA, SET VERTICALLY IN THE MOST NORTHERLY 1 OF
 LV0610'4 COLUMNS OF THE FIRST PIER WEST OF THE EAST ABUTMENT OF THE HIGHWAY
 LV0610'OVERPASS OF ESSEX LANE (OVERPASS NUMBER 4-185), 6.7 M (22.0 FT) EAST
 LV0610'OF THE CENTER OF THE LANE, AND 4.5 M (14.8 FT) NORTH OF THE CENTER OF
 LV0610'THE WESTBOUND LANES OF THE HIGHWAY.
 LV0610'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1723 ***********************************************************************
 LU1723  DESIGNATION -  F 1403
 LU1723  PID         -  LU1723
 LU1723  STATE/COUNTY-  CA/HUMBOLDT
 LU1723  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1723
 LU1723                         *CURRENT SURVEY CONTROL
 LU1723  ___________________________________________________________________
 LU1723* NAD 83(1986)-  40 54 49.9    (N)    123 49 32.9    (W)     HD_HELD2  
 LU1723* NAVD 88     -       461.191  (meters)    1513.09   (feet)  ADJUSTED  
 LU1723  ___________________________________________________________________
 LU1723  GEOID HEIGHT-         -28.71  (meters)                     GEOID09
 LU1723  DYNAMIC HT  -         460.950 (meters)    1512.30  (feet)  COMP
 LU1723  MODELED GRAV-     980,089.2   (mgal)                       NAVD 88
 LU1723
 LU1723  VERT ORDER  -  FIRST     CLASS II
 LU1723
 LU1723.The horizontal coordinates were established by autonomous hand held GPS
 LU1723.observations and have an estimated accuracy of +/- 10 meters.
 LU1723.
 LU1723.The orthometric height was determined by differential leveling and
 LU1723.adjusted in June 1991.
 LU1723
 LU1723.The geoid height was determined by GEOID09.
 LU1723
 LU1723.The dynamic height is computed by dividing the NAVD 88
 LU1723.geopotential number by the normal gravity value computed on the
 LU1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1723.degrees latitude (g = 980.6199 gals.).
 LU1723
 LU1723.The modeled gravity was interpolated from observed gravity values.
 LU1723
 LU1723;                    North         East    Units  Estimated Accuracy
 LU1723;SPC CA 1     -   677,100.    1,846,213.      MT  (+/- 10 meters HH2 GPS)
 LU1723
 LU1723                          SUPERSEDED SURVEY CONTROL
 LU1723
 LU1723.No superseded survey control is available for this station.
 LU1723
 LU1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL3045729523(NAD 83)
 LU1723
 LU1723_MARKER: I = METAL ROD
 LU1723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1723_SP_SET: STAINLESS STEEL ROD
 LU1723_STAMPING: F 1403 1988
 LU1723_MARK LOGO: NGS   
 LU1723_PROJECTION: FLUSH
 LU1723_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1723+STABILITY: POSITION/ELEVATION WELL
 LU1723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1723+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 LU1723_ROD/PIPE-DEPTH: 9.7  meters
 LU1723
 LU1723  HISTORY     - Date     Condition        Report By
 LU1723  HISTORY     - 1988     MONUMENTED       NGS
 LU1723  HISTORY     - 20050608 GOOD             CADT
 LU1723
 LU1723                          STATION DESCRIPTION
 LU1723
 LU1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1723'29.3 KM (18.20 MI) WEST FROM WILLOW CREEK.
 LU1723'29.3 KM (18.20 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1723'OF STATE HIGHWAY 96 IN WILLOW CREEK, 0.2 KM (0.10 MI) NORTH OF THE
 LU1723'INTERSECTION OF CHEZEM ROAD, 32.8 M (107.6 FT) WEST OF THE CENTERLINE
 LU1723'OF THE HIGHWAY, AND 3.2 M (10.5 FT) SOUTH OF THE CENTER OF A ROAD
 LU1723'LEADING WEST TO THE GREENPOINT RANCH. NOTE--ACCESS TO DATUM POINT IS
 LU1723'HAD THROUGH A 5-INCH LOGO CAP.
 LU1723'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 LU1723'THE MARK IS 0.3 M BELOW THE ROAD.
 LU1723
 LU1723                          STATION RECOVERY (2005)
 LU1723
 LU1723'RECOVERY NOTE BY CALTRANS 2005 (REB)
 LU1723'DESIGNATION F 1403 US HWY299 PM 20.56R
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1746 ***********************************************************************
 LU1746  DESIGNATION -  F 1406
 LU1746  PID         -  LU1746
 LU1746  STATE/COUNTY-  CA/HUMBOLDT
 LU1746  USGS QUAD   -  WILLOW CREEK (1979)
 LU1746
 LU1746                         *CURRENT SURVEY CONTROL
 LU1746  ___________________________________________________________________
 LU1746* NAD 83(2007)-  40 55 04.95154(N)    123 41 59.78057(W)     ADJUSTED  
 LU1746* NAVD 88     -       445.508  (meters)    1461.64   (feet)  ADJUSTED  
 LU1746  ___________________________________________________________________
 LU1746  EPOCH DATE  -        2007.00
 LU1746  X           -  -2,678,159.169 (meters)                     COMP
 LU1746  Y           -  -4,015,739.522 (meters)                     COMP
 LU1746  Z           -   4,155,823.187 (meters)                     COMP
 LU1746  LAPLACE CORR-           6.08  (seconds)                    DEFLEC09
 LU1746  ELLIP HEIGHT-         417.389 (meters)          (02/10/07) ADJUSTED
 LU1746  GEOID HEIGHT-         -28.11  (meters)                     GEOID09
 LU1746  DYNAMIC HT  -         445.251 (meters)    1460.79  (feet)  COMP
 LU1746
 LU1746  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LU1746  Type    PID    Designation                      North   East  Ellip
 LU1746  -------------------------------------------------------------------
 LU1746  NETWORK LU1746 F 1406                            1.61   1.43   3.61
 LU1746  -------------------------------------------------------------------
 LU1746  MODELED GRAV-     980,034.9   (mgal)                       NAVD 88
 LU1746
 LU1746  VERT ORDER  -  FIRST     CLASS II
 LU1746
 LU1746.The horizontal coordinates were established by GPS observations
 LU1746.and adjusted by the National Geodetic Survey in February 2007.
 LU1746
 LU1746.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LU1746.See National Readjustment for more information. 
 LU1746
 LU1746.The horizontal coordinates are valid at the epoch date displayed above
 LU1746.which is a decimal equivalence of Year/Month/Day.
 LU1746
 LU1746.The orthometric height was determined by differential leveling and
 LU1746.adjusted in June 1991.
 LU1746
 LU1746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LU1746
 LU1746.The Laplace correction was computed from DEFLEC09 derived deflections.
 LU1746
 LU1746.The ellipsoidal height was determined by GPS observations
 LU1746.and is referenced to NAD 83.
 LU1746
 LU1746.The geoid height was determined by GEOID09.
 LU1746
 LU1746.The dynamic height is computed by dividing the NAVD 88
 LU1746.geopotential number by the normal gravity value computed on the
 LU1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1746.degrees latitude (g = 980.6199 gals.).
 LU1746
 LU1746.The modeled gravity was interpolated from observed gravity values.
 LU1746
 LU1746;                    North         East     Units Scale Factor Converg.
 LU1746;SPC CA 1     -   677,350.679 1,856,822.216   MT  0.99989568   -1 06 41.6
 LU1746;SPC CA 1     - 2,222,274.69  6,091,924.22   sFT  0.99989568   -1 06 41.6
 LU1746;UTM  10      - 4,529,894.825   441,060.986   MT  0.99964275   -0 27 30.5
 LU1746
 LU1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LU1746!SPC CA 1     -   0.99993453  x   0.99989568  =   0.99983022
 LU1746!UTM  10      -   0.99993453  x   0.99964275  =   0.99957731
 LU1746
 LU1746                          SUPERSEDED SURVEY CONTROL
 LU1746
 LU1746  NAD 83(1998)-  40 55 04.94983(N)    123 41 59.78195(W) AD(2004.69) B
 LU1746  ELLIP H (09/28/05)  417.424  (m)                       GP(2004.69) 4 1
 LU1746  NAVD 88 (09/28/05)  445.5    (m)         1462.     (f) GPS OBS        
 LU1746
 LU1746.Superseded values are not recommended for survey control.
 LU1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1746.See file dsdata.txt to determine how the superseded data were derived.
 LU1746
 LU1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL4106029894(NAD 83)
 LU1746
 LU1746_MARKER: I = METAL ROD
 LU1746_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 LU1746_SP_SET: SHALLOW-SET METAL ROD
 LU1746_STAMPING: F 1406 1988
 LU1746_MARK LOGO: NGS   
 LU1746_PROJECTION: RECESSED 6 CENTIMETERS
 LU1746_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1746+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 LU1746_ROD/PIPE-DEPTH: 3.1  meters
 LU1746_SLEEVE-DEPTH  : 1 meters
 LU1746
 LU1746  HISTORY     - Date     Condition        Report By
 LU1746  HISTORY     - 1988     MONUMENTED       NGS
 LU1746  HISTORY     - 20041001 GOOD             CADT
 LU1746
 LU1746                          STATION DESCRIPTION
 LU1746
 LU1746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1746'7.8 KM (4.85 MI) WEST FROM WILLOW CREEK.
 LU1746'7.8 KM (4.85 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF
 LU1746'STATE HIGHWAY 96 IN WILLOW CREEK, AT THREE CREEKS, 39.3 M (128.9 FT)
 LU1746'SOUTHWEST OF THE CENTER OF A DRIVEWAY LEADING NORTHEAST TO THE STEVE
 LU1746'MILLER RESIDENCE, 19.0 M (62.3 FT) NORTHWEST OF THE CENTERLINE OF THE
 LU1746'HIGHWAY, 6.6 M (21.7 FT) EAST-SOUTHEAST OF THE CENTER OF A GATE AND
 LU1746'ABANDONED ROAD LEADING SOUTHWEST, AND 0.3 M (1.0 FT) NORTHEAST OF A
 LU1746'FENCE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1746'THE MARK IS 0.2 METERS  ESE FROM  A WITNESS POST
 LU1746'THE MARK IS 2.5 M BELOW THE HIGHWAY.
 LU1746
 LU1746                          STATION RECOVERY (2004)
 LU1746
 LU1746'RECOVERY NOTE BY CALTRANS 2004 (WGV)
 LU1746'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004.  THIS STATION WAS
 LU1746'OCCUPIED AS PART OF  THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION
 LU1746'SURVEY OF 2004.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1769 ***********************************************************************
 LU1769  DESIGNATION -  F 1422
 LU1769  PID         -  LU1769
 LU1769  STATE/COUNTY-  CA/TRINITY
 LU1769  USGS QUAD   -  IRONSIDE MTN (1982)
 LU1769
 LU1769                         *CURRENT SURVEY CONTROL
 LU1769  ___________________________________________________________________
 LU1769* NAD 83(1986)-  40 51 35.     (N)    123 29 55.     (W)     SCALED    
 LU1769* NAVD 88     -       272.392  (meters)     893.67   (feet)  ADJUSTED  
 LU1769  ___________________________________________________________________
 LU1769  GEOID HEIGHT-         -27.56  (meters)                     GEOID09
 LU1769  DYNAMIC HT  -         272.251 (meters)     893.21  (feet)  COMP
 LU1769  MODELED GRAV-     980,098.3   (mgal)                       NAVD 88
 LU1769
 LU1769  VERT ORDER  -  FIRST     CLASS II
 LU1769
 LU1769.The horizontal coordinates were scaled from a topographic map and have
 LU1769.an estimated accuracy of +/- 6 seconds.
 LU1769.
 LU1769.The orthometric height was determined by differential leveling and
 LU1769.adjusted in June 1991.
 LU1769
 LU1769.The geoid height was determined by GEOID09.
 LU1769
 LU1769.The dynamic height is computed by dividing the NAVD 88
 LU1769.geopotential number by the normal gravity value computed on the
 LU1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1769.degrees latitude (g = 980.6199 gals.).
 LU1769
 LU1769.The modeled gravity was interpolated from observed gravity values.
 LU1769
 LU1769;                    North         East    Units  Estimated Accuracy
 LU1769;SPC CA 1     -   670,570.    1,873,670.      MT  (+/- 180 meters Scaled)
 LU1769
 LU1769                          SUPERSEDED SURVEY CONTROL
 LU1769
 LU1769.No superseded survey control is available for this station.
 LU1769
 LU1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL579233(NAD 83)
 LU1769
 LU1769_MARKER: I = METAL ROD
 LU1769_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1769_SP_SET: STAINLESS STEEL ROD
 LU1769_STAMPING: F 1422 1988
 LU1769_MARK LOGO: NGS   
 LU1769_PROJECTION: FLUSH
 LU1769_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1769+STABILITY: POSITION/ELEVATION WELL
 LU1769_ROD/PIPE-DEPTH: 6.4  meters
 LU1769
 LU1769  HISTORY     - Date     Condition        Report By
 LU1769  HISTORY     - 1988     MONUMENTED       NGS
 LU1769
 LU1769                          STATION DESCRIPTION
 LU1769
 LU1769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1769'18.2 KM (11.30 MI) SE FROM WILLOW CREEK.
 LU1769'18.2 KM (11.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1769'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, 0.9 KM (0.55 MI)
 LU1769'NORTHWEST OF THE INTERSECTION OF GRAY CREEK ROAD, 11.4 M (37.4 FT)
 LU1769'SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING SOUTH, AND 8.5 M
 LU1769'(27.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY. NOTE--ACCESS TO
 LU1769'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1769'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 LU1769'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1793 ***********************************************************************
 LU1793  DESIGNATION -  F 1423
 LU1793  PID         -  LU1793
 LU1793  STATE/COUNTY-  CA/TRINITY
 LU1793  USGS QUAD   -  BIG BAR (1982)
 LU1793
 LU1793                         *CURRENT SURVEY CONTROL
 LU1793  ___________________________________________________________________
 LU1793* NAD 83(1986)-  40 44 54.     (N)    123 15 08.     (W)     SCALED    
 LU1793* NAVD 88     -       379.561  (meters)    1245.28   (feet)  ADJUSTED  
 LU1793  ___________________________________________________________________
 LU1793  GEOID HEIGHT-         -26.97  (meters)                     GEOID09
 LU1793  DYNAMIC HT  -         379.344 (meters)    1244.56  (feet)  COMP
 LU1793  MODELED GRAV-     980,044.5   (mgal)                       NAVD 88
 LU1793
 LU1793  VERT ORDER  -  FIRST     CLASS II
 LU1793
 LU1793.The horizontal coordinates were scaled from a topographic map and have
 LU1793.an estimated accuracy of +/- 6 seconds.
 LU1793.
 LU1793.The orthometric height was determined by differential leveling and
 LU1793.adjusted in June 1991.
 LU1793
 LU1793.The geoid height was determined by GEOID09.
 LU1793
 LU1793.The dynamic height is computed by dividing the NAVD 88
 LU1793.geopotential number by the normal gravity value computed on the
 LU1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1793.degrees latitude (g = 980.6199 gals.).
 LU1793
 LU1793.The modeled gravity was interpolated from observed gravity values.
 LU1793
 LU1793;                    North         East    Units  Estimated Accuracy
 LU1793;SPC CA 1     -   657,870.    1,894,260.      MT  (+/- 180 meters Scaled)
 LU1793
 LU1793                          SUPERSEDED SURVEY CONTROL
 LU1793
 LU1793.No superseded survey control is available for this station.
 LU1793
 LU1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL787108(NAD 83)
 LU1793
 LU1793_MARKER: I = METAL ROD
 LU1793_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1793+WITH SETTING: INFORMATION.
 LU1793_SP_SET: SHALLOW-SET METAL ROD
 LU1793_STAMPING: F 1423 1988
 LU1793_MARK LOGO: NGS   
 LU1793_PROJECTION: FLUSH
 LU1793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1793_ROD/PIPE-DEPTH: 1.9  meters
 LU1793
 LU1793  HISTORY     - Date     Condition        Report By
 LU1793  HISTORY     - 1988     MONUMENTED       NGS
 LU1793
 LU1793                          STATION DESCRIPTION
 LU1793
 LU1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1793'1.4 KM (0.85 MI) SE FROM BIG BAR.
 LU1793'1.4 KM (0.85 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE POST
 LU1793'OFFICE IN BIG BAR, 29.5 M (96.8 FT) NORTH OF THE CENTERLINE OF THE
 LU1793'HIGHWAY, 17.8 M (58.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 LU1793'BIG BAR RANGER STATION, 7.2 M (23.6 FT) EAST OF THE CENTER OF A PAVED
 LU1793'DRIVEWAY, AND 4.6 M (15.1 FT) SOUTHEAST OF A 12-INCH PINE TREE.
 LU1793'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1793'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1804 ***********************************************************************
 LU1804  DESIGNATION -  F 1424
 LU1804  PID         -  LU1804
 LU1804  STATE/COUNTY-  CA/TRINITY
 LU1804  USGS QUAD   -  DEDRICK (1982)
 LU1804
 LU1804                         *CURRENT SURVEY CONTROL
 LU1804  ___________________________________________________________________
 LU1804* NAD 83(1986)-  40 45 29.     (N)    123 03 58.     (W)     SCALED    
 LU1804* NAVD 88     -       438.499  (meters)    1438.64   (feet)  ADJUSTED  
 LU1804  ___________________________________________________________________
 LU1804  GEOID HEIGHT-         -26.53  (meters)                     GEOID09
 LU1804  DYNAMIC HT  -         438.247 (meters)    1437.82  (feet)  COMP
 LU1804  MODELED GRAV-     980,039.3   (mgal)                       NAVD 88
 LU1804
 LU1804  VERT ORDER  -  FIRST     CLASS II
 LU1804
 LU1804.The horizontal coordinates were scaled from a topographic map and have
 LU1804.an estimated accuracy of +/- 6 seconds.
 LU1804.
 LU1804.The orthometric height was determined by differential leveling and
 LU1804.adjusted in June 1991.
 LU1804
 LU1804.The geoid height was determined by GEOID09.
 LU1804
 LU1804.The dynamic height is computed by dividing the NAVD 88
 LU1804.geopotential number by the normal gravity value computed on the
 LU1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1804.degrees latitude (g = 980.6199 gals.).
 LU1804
 LU1804.The modeled gravity was interpolated from observed gravity values.
 LU1804
 LU1804;                    North         East    Units  Estimated Accuracy
 LU1804;SPC CA 1     -   658,750.    1,909,990.      MT  (+/- 180 meters Scaled)
 LU1804
 LU1804                          SUPERSEDED SURVEY CONTROL
 LU1804
 LU1804.No superseded survey control is available for this station.
 LU1804
 LU1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL944119(NAD 83)
 LU1804
 LU1804_MARKER: I = METAL ROD
 LU1804_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1804_SP_SET: STAINLESS STEEL ROD
 LU1804_STAMPING: F 1424 1988
 LU1804_MARK LOGO: NGS   
 LU1804_PROJECTION: FLUSH
 LU1804_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1804+STABILITY: POSITION/ELEVATION WELL
 LU1804_ROD/PIPE-DEPTH: 8.3  meters
 LU1804
 LU1804  HISTORY     - Date     Condition        Report By
 LU1804  HISTORY     - 1988     MONUMENTED       NGS
 LU1804
 LU1804                          STATION DESCRIPTION
 LU1804
 LU1804'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1804'16.6 KM (10.30 MI) NW FROM WEAVERVILLE.
 LU1804'16.6 KM (10.30 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1804'JUNCTION OF STATE HIGHWAY 3 IN WEAVERVILLE, 0.2 KM (0.10 MI) NORTH OF
 LU1804'THE INTERSECTION OF POWER HOUSE ROAD, 24.9 M (81.7 FT) EAST OF THE
 LU1804'CENTERLINE OF THE HIGHWAY, 21.3 M (69.9 FT) NORTHEAST OF THE
 LU1804'NORTHWEST CORNER OF A CHAIN LINK FENCE, AND 1.5 M (4.9 FT) NORTH OF
 LU1804'UTILITY POLE NUMBER 8-8 WITH THREE GUY CABLES. NOTE--ACCESS TO DATUM
 LU1804'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1804'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 LU1804'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1843 ***********************************************************************
 LU1843  DESIGNATION -  F 1425
 LU1843  PID         -  LU1843
 LU1843  STATE/COUNTY-  CA/TRINITY
 LU1843  USGS QUAD   -  FRENCH GULCH (1979)
 LU1843
 LU1843                         *CURRENT SURVEY CONTROL
 LU1843  ___________________________________________________________________
 LU1843* NAD 83(1986)-  40 38 52.     (N)    122 44 51.     (W)     SCALED    
 LU1843* NAVD 88     -       862.902  (meters)    2831.04   (feet)  ADJUSTED  
 LU1843  ___________________________________________________________________
 LU1843  GEOID HEIGHT-         -26.78  (meters)                     GEOID09
 LU1843  DYNAMIC HT  -         862.335 (meters)    2829.18  (feet)  COMP
 LU1843  MODELED GRAV-     979,938.5   (mgal)                       NAVD 88
 LU1843
 LU1843  VERT ORDER  -  FIRST     CLASS II
 LU1843
 LU1843.The horizontal coordinates were scaled from a topographic map and have
 LU1843.an estimated accuracy of +/- 6 seconds.
 LU1843.
 LU1843.The orthometric height was determined by differential leveling and
 LU1843.adjusted in June 1991.
 LU1843
 LU1843.The geoid height was determined by GEOID09.
 LU1843
 LU1843.The dynamic height is computed by dividing the NAVD 88
 LU1843.geopotential number by the normal gravity value computed on the
 LU1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1843.degrees latitude (g = 980.6199 gals.).
 LU1843
 LU1843.The modeled gravity was interpolated from observed gravity values.
 LU1843
 LU1843;                    North         East    Units  Estimated Accuracy
 LU1843;SPC CA 1     -   646,220.    1,936,780.      MT  (+/- 180 meters Scaled)
 LU1843
 LU1843                          SUPERSEDED SURVEY CONTROL
 LU1843
 LU1843.No superseded survey control is available for this station.
 LU1843
 LU1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK213996(NAD 83)
 LU1843
 LU1843_MARKER: DB = BENCH MARK DISK
 LU1843_SETTING: 66 = SET IN ROCK OUTCROP
 LU1843_SP_SET: BEDROCK
 LU1843_STAMPING: F 1425 1988
 LU1843_MARK LOGO: NGS   
 LU1843_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1843+STABILITY: POSITION/ELEVATION WELL
 LU1843
 LU1843  HISTORY     - Date     Condition        Report By
 LU1843  HISTORY     - 1988     MONUMENTED       NGS
 LU1843
 LU1843                          STATION DESCRIPTION
 LU1843
 LU1843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1843'30.5 KM (18.95 MI) SE FROM WEAVERVILLE.
 LU1843'30.5 KM (18.95 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1843'JUNCTION OF STATE HIGHWAY 3 IN WEAVERVILLE, 0.2 KM (0.10 MI) SOUTH OF
 LU1843'A UTILITY HIGHLINE CROSSING THE HIGHWAY, IN AN EXPOSED AREA OF
 LU1843'BEDROCK IN A HIGHWAY CUT ACROSS THE HIGHWAY FROM A LARGE PULLOUT, 6.7
 LU1843'M (22.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 LU1843'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 LU1843'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1872 ***********************************************************************
 LU1872  DESIGNATION -  F 1429
 LU1872  PID         -  LU1872
 LU1872  STATE/COUNTY-  CA/SHASTA
 LU1872  USGS QUAD   -  REDDING (1969)
 LU1872
 LU1872                         *CURRENT SURVEY CONTROL
 LU1872  ___________________________________________________________________
 LU1872* NAD 83(1986)-  40 35 07.     (N)    122 25 01.     (W)     SCALED    
 LU1872* NAVD 88     -       206.250  (meters)     676.67   (feet)  ADJUSTED  
 LU1872  ___________________________________________________________________
 LU1872  GEOID HEIGHT-         -27.50  (meters)                     GEOID09
 LU1872  DYNAMIC HT  -         206.146 (meters)     676.33  (feet)  COMP
 LU1872  MODELED GRAV-     980,118.0   (mgal)                       NAVD 88
 LU1872
 LU1872  VERT ORDER  -  FIRST     CLASS II
 LU1872
 LU1872.The horizontal coordinates were scaled from a topographic map and have
 LU1872.an estimated accuracy of +/- 6 seconds.
 LU1872.
 LU1872.The orthometric height was determined by differential leveling and
 LU1872.adjusted in June 1991.
 LU1872
 LU1872.The geoid height was determined by GEOID09.
 LU1872
 LU1872.The dynamic height is computed by dividing the NAVD 88
 LU1872.geopotential number by the normal gravity value computed on the
 LU1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1872.degrees latitude (g = 980.6199 gals.).
 LU1872
 LU1872.The modeled gravity was interpolated from observed gravity values.
 LU1872
 LU1872;                    North         East    Units  Estimated Accuracy
 LU1872;SPC CA 1     -   639,100.    1,964,710.      MT  (+/- 180 meters Scaled)
 LU1872
 LU1872                          SUPERSEDED SURVEY CONTROL
 LU1872
 LU1872.No superseded survey control is available for this station.
 LU1872
 LU1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK493928(NAD 83)
 LU1872
 LU1872_MARKER: DB = BENCH MARK DISK
 LU1872_SETTING: 66 = SET IN ROCK OUTCROP
 LU1872_SP_SET: BEDROCK
 LU1872_STAMPING: F 1429 1988
 LU1872_MARK LOGO: NGS   
 LU1872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1872
 LU1872  HISTORY     - Date     Condition        Report By
 LU1872  HISTORY     - 1988     MONUMENTED       NGS
 LU1872  HISTORY     - 20080714 POOR             JCLS
 LU1872
 LU1872                          STATION DESCRIPTION
 LU1872
 LU1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1872'2.1 KM (1.30 MI) WEST FROM REDDING.
 LU1872'2.1 KM (1.30 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1872'WITH CALIFORNIA STREET IN REDDING, IN AN EXPOSED AREA OF BEDROCK IN A
 LU1872'HIGHWAY CUT, 84.0 M (275.6 FT) WEST OF THE EXTENDED CENTERLINE OF
 LU1872'OVERHILL DRIVE, 50.5 M (165.7 FT) EAST OF THE EXTENDED CENTER OF A
 LU1872'DRIVEWAY TO 3000 EUREKA WAY (STATE HIGHWAY 299), AND 9.8 M (32.2 FT)
 LU1872'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY.
 LU1872'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LU1872'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 LU1872
 LU1872                          STATION RECOVERY (2008)
 LU1872
 LU1872'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 LU1872'DISK HAS BEEN REMOVED.  SHANK IS STILL SET INTO THE ROCK.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0611 ***********************************************************************
 LV0611  DESIGNATION -  G 1402
 LV0611  PID         -  LV0611
 LV0611  STATE/COUNTY-  CA/HUMBOLDT
 LV0611  USGS QUAD   -  ARCATA NORTH (1972)
 LV0611
 LV0611                         *CURRENT SURVEY CONTROL
 LV0611  ___________________________________________________________________
 LV0611* NAD 83(1986)-  40 53 52.     (N)    124 01 14.     (W)     SCALED    
 LV0611* NAVD 88     -        25.961  (meters)      85.17   (feet)  ADJUSTED  
 LV0611  ___________________________________________________________________
 LV0611  GEOID HEIGHT-         -29.77  (meters)                     GEOID09
 LV0611  DYNAMIC HT  -          25.949 (meters)      85.13  (feet)  COMP
 LV0611  MODELED GRAV-     980,202.0   (mgal)                       NAVD 88
 LV0611
 LV0611  VERT ORDER  -  FIRST     CLASS II
 LV0611
 LV0611.The horizontal coordinates were scaled from a topographic map and have
 LV0611.an estimated accuracy of +/- 6 seconds.
 LV0611.
 LV0611.The orthometric height was determined by differential leveling and
 LV0611.adjusted in June 1991.
 LV0611
 LV0611.The geoid height was determined by GEOID09.
 LV0611
 LV0611.The dynamic height is computed by dividing the NAVD 88
 LV0611.geopotential number by the normal gravity value computed on the
 LV0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0611.degrees latitude (g = 980.6199 gals.).
 LV0611
 LV0611.The modeled gravity was interpolated from observed gravity values.
 LV0611
 LV0611;                    North         East    Units  Estimated Accuracy
 LV0611;SPC CA 1     -   675,670.    1,829,770.      MT  (+/- 180 meters Scaled)
 LV0611
 LV0611                          SUPERSEDED SURVEY CONTROL
 LV0611
 LV0611  NGVD 29 (12/02/92)   24.943  (m)           81.83   (f) ADJUSTED    1 2
 LV0611
 LV0611.Superseded values are not recommended for survey control.
 LV0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0611.See file dsdata.txt to determine how the superseded data were derived.
 LV0611
 LV0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL140279(NAD 83)
 LV0611
 LV0611_MARKER: DB = BENCH MARK DISK
 LV0611_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0611_SP_SET: PIER
 LV0611_STAMPING: G 1402 1988
 LV0611_MARK LOGO: NGS   
 LV0611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0611
 LV0611  HISTORY     - Date     Condition        Report By
 LV0611  HISTORY     - 1988     MONUMENTED       NGS
 LV0611
 LV0611                          STATION DESCRIPTION
 LV0611
 LV0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LV0611'6.5 KM (4.05 MI) EAST FROM ARCATA.
 LV0611'6.5 KM (4.05 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF
 LV0611'U.S. HIGHWAY 101 IN ARCATA, SET VERTICALLY IN THE SOUTH FACE OF THE
 LV0611'MOST SOUTHERLY 1 OF 4 COLUMNS OF THE FIRST PIER SOUTHEAST OF THE
 LV0611'NORTHWEST ABUTMENT OF THE HIGHWAY OVERPASS OF GLENDALE ROAD
 LV0611'(OVREPASS NUMBER 4-191), 6.8 M (22.3 FT) WEST OF THE CENTERLINE OF THE
 LV0611'ROAD, AND 4.8 M (15.7 FT) SOUTHWEST OF THE CENTER OF THE EASTBOUND
 LV0611'LANES OF THE HIGHWAY.
 LV0611'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1724 ***********************************************************************
 LU1724  DESIGNATION -  G 1403
 LU1724  PID         -  LU1724
 LU1724  STATE/COUNTY-  CA/HUMBOLDT
 LU1724  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1724
 LU1724                         *CURRENT SURVEY CONTROL
 LU1724  ___________________________________________________________________
 LU1724* NAD 83(1986)-  40 54 22.     (N)    123 49 45.     (W)     SCALED    
 LU1724* NAVD 88     -       396.202  (meters)    1299.87   (feet)  ADJUSTED  
 LU1724  ___________________________________________________________________
 LU1724  GEOID HEIGHT-         -28.75  (meters)                     GEOID09
 LU1724  DYNAMIC HT  -         395.989 (meters)    1299.17  (feet)  COMP
 LU1724  MODELED GRAV-     980,076.2   (mgal)                       NAVD 88
 LU1724
 LU1724  VERT ORDER  -  FIRST     CLASS II
 LU1724
 LU1724.The horizontal coordinates were scaled from a topographic map and have
 LU1724.an estimated accuracy of +/- 6 seconds.
 LU1724.
 LU1724.The orthometric height was determined by differential leveling and
 LU1724.adjusted in June 1991.
 LU1724
 LU1724.The geoid height was determined by GEOID09.
 LU1724
 LU1724.The dynamic height is computed by dividing the NAVD 88
 LU1724.geopotential number by the normal gravity value computed on the
 LU1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1724.degrees latitude (g = 980.6199 gals.).
 LU1724
 LU1724.The modeled gravity was interpolated from observed gravity values.
 LU1724
 LU1724;                    North         East    Units  Estimated Accuracy
 LU1724;SPC CA 1     -   676,250.    1,845,910.      MT  (+/- 180 meters Scaled)
 LU1724
 LU1724                          SUPERSEDED SURVEY CONTROL
 LU1724
 LU1724.No superseded survey control is available for this station.
 LU1724
 LU1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL301286(NAD 83)
 LU1724
 LU1724_MARKER: I = METAL ROD
 LU1724_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1724_SP_SET: STAINLESS STEEL ROD
 LU1724_STAMPING: G 1403 1988
 LU1724_MARK LOGO: NGS   
 LU1724_PROJECTION: FLUSH
 LU1724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1724+STABILITY: POSITION/ELEVATION WELL
 LU1724_ROD/PIPE-DEPTH: 6.4  meters
 LU1724
 LU1724  HISTORY     - Date     Condition        Report By
 LU1724  HISTORY     - 1988     MONUMENTED       NGS
 LU1724
 LU1724                          STATION DESCRIPTION
 LU1724
 LU1724'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1724'28.3 KM (17.60 MI) WEST FROM WILLOW CREEK.
 LU1724'28.3 KM (17.60 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1724'OF STATE HIGHWAY 96 IN WILLOW CREEK, AT THE SOUTH END OF A HIGHWAY
 LU1724'CUT, 17.0 M (55.8 FT) SOUTH-SOUTHWEST OF THE NORTH END OF A
 LU1724'GUARDRAIL, 13.0 M (42.7 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 LU1724'AND 7.7 M (25.3 FT) WEST OF THE GUARDRAIL. NOTE--ACCESS TO DATUM
 LU1724'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1724'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LU1724'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1747 ***********************************************************************
 LU1747  DESIGNATION -  G 1406
 LU1747  PID         -  LU1747
 LU1747  STATE/COUNTY-  CA/HUMBOLDT
 LU1747  USGS QUAD   -  WILLOW CREEK (1979)
 LU1747
 LU1747                         *CURRENT SURVEY CONTROL
 LU1747  ___________________________________________________________________
 LU1747* NAD 83(1986)-  40 55 20.     (N)    123 41 38.     (W)     SCALED    
 LU1747* NAVD 88     -       436.555  (meters)    1432.26   (feet)  ADJUSTED  
 LU1747  ___________________________________________________________________
 LU1747  GEOID HEIGHT-         -28.10  (meters)                     GEOID09
 LU1747  DYNAMIC HT  -         436.306 (meters)    1431.45  (feet)  COMP
 LU1747  MODELED GRAV-     980,041.7   (mgal)                       NAVD 88
 LU1747
 LU1747  VERT ORDER  -  FIRST     CLASS II
 LU1747
 LU1747.The horizontal coordinates were scaled from a topographic map and have
 LU1747.an estimated accuracy of +/- 6 seconds.
 LU1747.
 LU1747.The orthometric height was determined by differential leveling and
 LU1747.adjusted in June 1991.
 LU1747
 LU1747.The geoid height was determined by GEOID09.
 LU1747
 LU1747.The dynamic height is computed by dividing the NAVD 88
 LU1747.geopotential number by the normal gravity value computed on the
 LU1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1747.degrees latitude (g = 980.6199 gals.).
 LU1747
 LU1747.The modeled gravity was interpolated from observed gravity values.
 LU1747
 LU1747;                    North         East    Units  Estimated Accuracy
 LU1747;SPC CA 1     -   677,810.    1,857,340.      MT  (+/- 180 meters Scaled)
 LU1747
 LU1747                          SUPERSEDED SURVEY CONTROL
 LU1747
 LU1747.No superseded survey control is available for this station.
 LU1747
 LU1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL415303(NAD 83)
 LU1747
 LU1747_MARKER: DB = BENCH MARK DISK
 LU1747_SETTING: 66 = SET IN ROCK OUTCROP
 LU1747_SP_SET: BEDROCK
 LU1747_STAMPING: G 1406 1988
 LU1747_MARK LOGO: NGS   
 LU1747_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1747+STABILITY: POSITION/ELEVATION WELL
 LU1747
 LU1747  HISTORY     - Date     Condition        Report By
 LU1747  HISTORY     - 1988     MONUMENTED       NGS
 LU1747
 LU1747                          STATION DESCRIPTION
 LU1747
 LU1747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1747'7.1 KM (4.40 MI) WEST FROM WILLOW CREEK.
 LU1747'7.1 KM (4.40 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF
 LU1747'STATE HIGHWAY 96 IN WILLOW CREEK, IN AN EXPOSED AREA OF BEDROCK IN A
 LU1747'HIGHWAY CUT, 38.4 M (126.0 FT) NORTHEAST OF THE SOUTHWEST END OF A
 LU1747'GUARDRAIL, 27.0 M (88.6 FT) NORTH-NORTHEAST OF THE SOUTH END OF THE
 LU1747'EXPOSED BEDROCK, 14.0 M (45.9 FT) SOUTHEAST AND ACROSS THE HIGHWAY
 LU1747'FROM MILEPOST 34.50, AND 7.0 M (23.0 FT) SOUTHEAST OF THE CENTERLINE
 LU1747'OF THE HIGHWAY.
 LU1747'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 LU1747'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1770 ***********************************************************************
 LU1770  DESIGNATION -  G 1422
 LU1770  PID         -  LU1770
 LU1770  STATE/COUNTY-  CA/TRINITY
 LU1770  USGS QUAD   -  IRONSIDE MTN (1982)
 LU1770
 LU1770                         *CURRENT SURVEY CONTROL
 LU1770  ___________________________________________________________________
 LU1770* NAD 83(1986)-  40 51 13.     (N)    123 29 55.     (W)     SCALED    
 LU1770* NAVD 88     -       322.942  (meters)    1059.52   (feet)  ADJUSTED  
 LU1770  ___________________________________________________________________
 LU1770  GEOID HEIGHT-         -27.58  (meters)                     GEOID09
 LU1770  DYNAMIC HT  -         322.774 (meters)    1058.97  (feet)  COMP
 LU1770  MODELED GRAV-     980,096.4   (mgal)                       NAVD 88
 LU1770
 LU1770  VERT ORDER  -  FIRST     CLASS II
 LU1770
 LU1770.The horizontal coordinates were scaled from a topographic map and have
 LU1770.an estimated accuracy of +/- 6 seconds.
 LU1770.
 LU1770.The orthometric height was determined by differential leveling and
 LU1770.adjusted in June 1991.
 LU1770
 LU1770.The geoid height was determined by GEOID09.
 LU1770
 LU1770.The dynamic height is computed by dividing the NAVD 88
 LU1770.geopotential number by the normal gravity value computed on the
 LU1770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1770.degrees latitude (g = 980.6199 gals.).
 LU1770
 LU1770.The modeled gravity was interpolated from observed gravity values.
 LU1770
 LU1770;                    North         East    Units  Estimated Accuracy
 LU1770;SPC CA 1     -   669,890.    1,873,660.      MT  (+/- 180 meters Scaled)
 LU1770
 LU1770                          SUPERSEDED SURVEY CONTROL
 LU1770
 LU1770.No superseded survey control is available for this station.
 LU1770
 LU1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL579226(NAD 83)
 LU1770
 LU1770_MARKER: I = METAL ROD
 LU1770_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1770_SP_SET: STAINLESS STEEL ROD
 LU1770_STAMPING: G 1422 1988
 LU1770_MARK LOGO: NGS   
 LU1770_PROJECTION: FLUSH
 LU1770_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1770+STABILITY: POSITION/ELEVATION WELL
 LU1770_ROD/PIPE-DEPTH: 7.7  meters
 LU1770
 LU1770  HISTORY     - Date     Condition        Report By
 LU1770  HISTORY     - 1988     MONUMENTED       NGS
 LU1770
 LU1770                          STATION DESCRIPTION
 LU1770
 LU1770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1770'19.1 KM (11.85 MI) SE FROM WILLOW CREEK.
 LU1770'19.1 KM (11.85 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1770'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, 55.6 M (182.4 FT)
 LU1770'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 10.6 M (34.8 FT)
 LU1770'SOUTHEAST OF THE CENTER OF GRAY CREEK ROAD. NOTE--ACCESS TO DATUM
 LU1770'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1770'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LU1770'THE MARK IS ABOVE LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1794 ***********************************************************************
 LU1794  DESIGNATION -  G 1423
 LU1794  PID         -  LU1794
 LU1794  STATE/COUNTY-  CA/TRINITY
 LU1794  USGS QUAD   -  HAYFORK BALLY (1982)
 LU1794
 LU1794                         *CURRENT SURVEY CONTROL
 LU1794  ___________________________________________________________________
 LU1794* NAD 83(1986)-  40 44 10.     (N)    123 14 04.     (W)     SCALED    
 LU1794* NAVD 88     -       372.318  (meters)    1221.51   (feet)  ADJUSTED  
 LU1794  ___________________________________________________________________
 LU1794  GEOID HEIGHT-         -26.95  (meters)                     GEOID09
 LU1794  DYNAMIC HT  -         372.102 (meters)    1220.80  (feet)  COMP
 LU1794  MODELED GRAV-     980,036.8   (mgal)                       NAVD 88
 LU1794
 LU1794  VERT ORDER  -  FIRST     CLASS II
 LU1794
 LU1794.The horizontal coordinates were scaled from a topographic map and have
 LU1794.an estimated accuracy of +/- 6 seconds.
 LU1794.
 LU1794.The orthometric height was determined by differential leveling and
 LU1794.adjusted in June 1991.
 LU1794
 LU1794.The geoid height was determined by GEOID09.
 LU1794
 LU1794.The dynamic height is computed by dividing the NAVD 88
 LU1794.geopotential number by the normal gravity value computed on the
 LU1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1794.degrees latitude (g = 980.6199 gals.).
 LU1794
 LU1794.The modeled gravity was interpolated from observed gravity values.
 LU1794
 LU1794;                    North         East    Units  Estimated Accuracy
 LU1794;SPC CA 1     -   656,500.    1,895,740.      MT  (+/- 180 meters Scaled)
 LU1794
 LU1794                          SUPERSEDED SURVEY CONTROL
 LU1794
 LU1794.No superseded survey control is available for this station.
 LU1794
 LU1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL802094(NAD 83)
 LU1794
 LU1794_MARKER: DB = BENCH MARK DISK
 LU1794_SETTING: 66 = SET IN ROCK OUTCROP
 LU1794_SP_SET: BEDROCK
 LU1794_STAMPING: G 1423 1988
 LU1794_MARK LOGO: NGS   
 LU1794_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1794+STABILITY: POSITION/ELEVATION WELL
 LU1794
 LU1794  HISTORY     - Date     Condition        Report By
 LU1794  HISTORY     - 1988     MONUMENTED       NGS
 LU1794
 LU1794                          STATION DESCRIPTION
 LU1794
 LU1794'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1794'3.0 KM (1.85 MI) EAST FROM BIG BAR.
 LU1794'3.0 KM (1.85 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE POST OFFICE
 LU1794'IN BIG BAR, IN TOP OF AN AREA OF OUTCROPPING BEDROCK OVERLOOKING THE
 LU1794'TRINITY RIVER, 57.0 M (187.0 FT) SOUTH OF THE CENTERLINE OF THE
 LU1794'HIGHWAY, 23.1 M (75.8 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 LU1794'CONCRETE AND ROCK CAMP STOVE, 21.6 M (70.9 FT) SOUTH-SOUTHEAST OF A
 LU1794'SIGN (FEE AREA CAMPGROUND) AT THE SOUTH EDGE OF THE ENTRANCE TO THE
 LU1794'SKUNK POINT PICNIC AREA, 6.0 M (19.7 FT) NORTHEAST OF THE SOUTHWEST
 LU1794'EDGE OF THE OUTCROP, AND 3.7 M (12.1 FT) SOUTHWEST OF A 18-INCH
 LU1794'FORKED TREE.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1803 ***********************************************************************
 LU1803  DESIGNATION -  G 1424
 LU1803  PID         -  LU1803
 LU1803  STATE/COUNTY-  CA/TRINITY
 LU1803  USGS QUAD   -  DEDRICK (1982)
 LU1803
 LU1803                         *CURRENT SURVEY CONTROL
 LU1803  ___________________________________________________________________
 LU1803* NAD 83(1986)-  40 46 07.     (N)    123 05 11.     (W)     SCALED    
 LU1803* NAVD 88     -       439.726  (meters)    1442.67   (feet)  ADJUSTED  
 LU1803  ___________________________________________________________________
 LU1803  GEOID HEIGHT-         -26.52  (meters)                     GEOID09
 LU1803  DYNAMIC HT  -         439.478 (meters)    1441.85  (feet)  COMP
 LU1803  MODELED GRAV-     980,047.8   (mgal)                       NAVD 88
 LU1803
 LU1803  VERT ORDER  -  FIRST     CLASS II
 LU1803
 LU1803.The horizontal coordinates were scaled from a topographic map and have
 LU1803.an estimated accuracy of +/- 6 seconds.
 LU1803.
 LU1803.The orthometric height was determined by differential leveling and
 LU1803.adjusted in June 1991.
 LU1803
 LU1803.The geoid height was determined by GEOID09.
 LU1803
 LU1803.The dynamic height is computed by dividing the NAVD 88
 LU1803.geopotential number by the normal gravity value computed on the
 LU1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1803.degrees latitude (g = 980.6199 gals.).
 LU1803
 LU1803.The modeled gravity was interpolated from observed gravity values.
 LU1803
 LU1803;                    North         East    Units  Estimated Accuracy
 LU1803;SPC CA 1     -   659,940.    1,908,290.      MT  (+/- 180 meters Scaled)
 LU1803
 LU1803                          SUPERSEDED SURVEY CONTROL
 LU1803
 LU1803.No superseded survey control is available for this station.
 LU1803
 LU1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL927130(NAD 83)
 LU1803
 LU1803_MARKER: I = METAL ROD
 LU1803_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1803_SP_SET: STAINLESS STEEL ROD
 LU1803_STAMPING: G 1424 1988
 LU1803_MARK LOGO: NGS   
 LU1803_PROJECTION: FLUSH
 LU1803_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1803+STABILITY: POSITION/ELEVATION WELL
 LU1803_ROD/PIPE-DEPTH: 7.5  meters
 LU1803
 LU1803  HISTORY     - Date     Condition        Report By
 LU1803  HISTORY     - 1988     MONUMENTED       NGS
 LU1803
 LU1803                          STATION DESCRIPTION
 LU1803
 LU1803'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1803'18.8 KM (11.70 MI) NW FROM WEAVERVILLE.
 LU1803'18.8 KM (11.70 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1803'JUNCTION OF STATE HIGHWAY 3 IN WEAVERVILLE, OR 19.6 KM (12.20 MI)
 LU1803'EASTERLY ALONG STATE HIGHWAY 299 FROM THE POST OFFICE IN BIG BAR,
 LU1803'24.3 M (79.7 FT) EAST OF THE CENTER OF A DRIVEWAY, 15.3 M (50.2 FT)
 LU1803'NORTH OF THE CENTERLINE OF THE HIGHWAY, 10.5 M (34.4 FT) EAST OF
 LU1803'UTILITY POLE NUMBER CTC 1158376, 3.8 M (12.5 FT) EAST OF A FENCE
 LU1803'CORNER, AND 0.4 M (1.3 FT) EAST OF THE EXTENDED CENTER OF THE
 LU1803'ENTRANCE INTO THE BIG FOOT R.V. CAMPGROUND. NOTE--ACCESS TO DATUM
 LU1803'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1803'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST AND FENCE
 LU1803'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1844 ***********************************************************************
 LU1844  DESIGNATION -  G 1425
 LU1844  PID         -  LU1844
 LU1844  STATE/COUNTY-  CA/TRINITY
 LU1844  USGS QUAD   -  FRENCH GULCH (1979)
 LU1844
 LU1844                         *CURRENT SURVEY CONTROL
 LU1844  ___________________________________________________________________
 LU1844* NAD 83(1986)-  40 38 39.     (N)    122 44 52.     (W)     SCALED    
 LU1844* NAVD 88     -       894.304  (meters)    2934.06   (feet)  ADJUSTED  
 LU1844  ___________________________________________________________________
 LU1844  GEOID HEIGHT-         -26.78  (meters)                     GEOID09
 LU1844  DYNAMIC HT  -         893.711 (meters)    2932.12  (feet)  COMP
 LU1844  MODELED GRAV-     979,931.8   (mgal)                       NAVD 88
 LU1844
 LU1844  VERT ORDER  -  FIRST     CLASS II
 LU1844
 LU1844.The horizontal coordinates were scaled from a topographic map and have
 LU1844.an estimated accuracy of +/- 6 seconds.
 LU1844.
 LU1844.The orthometric height was determined by differential leveling and
 LU1844.adjusted in June 1991.
 LU1844
 LU1844.The geoid height was determined by GEOID09.
 LU1844
 LU1844.The dynamic height is computed by dividing the NAVD 88
 LU1844.geopotential number by the normal gravity value computed on the
 LU1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1844.degrees latitude (g = 980.6199 gals.).
 LU1844
 LU1844.The modeled gravity was interpolated from observed gravity values.
 LU1844
 LU1844;                    North         East    Units  Estimated Accuracy
 LU1844;SPC CA 1     -   645,820.    1,936,760.      MT  (+/- 180 meters Scaled)
 LU1844
 LU1844                          SUPERSEDED SURVEY CONTROL
 LU1844
 LU1844.No superseded survey control is available for this station.
 LU1844
 LU1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK213992(NAD 83)
 LU1844
 LU1844_MARKER: I = METAL ROD
 LU1844_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1844_SP_SET: STAINLESS STEEL ROD
 LU1844_STAMPING: G 1425 1988
 LU1844_MARK LOGO: NGS   
 LU1844_PROJECTION: FLUSH
 LU1844_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1844+STABILITY: POSITION/ELEVATION WELL
 LU1844_ROD/PIPE-DEPTH: 5.2  meters
 LU1844
 LU1844  HISTORY     - Date     Condition        Report By
 LU1844  HISTORY     - 1988     MONUMENTED       NGS
 LU1844
 LU1844                          STATION DESCRIPTION
 LU1844
 LU1844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1844'31.3 KM (19.45 MI) SE FROM WEAVERVILLE.
 LU1844'31.3 KM (19.45 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM ITS
 LU1844'JUNCTION WITH STATE HIGHWAY 3 IN WEAVERVILLE, 54.3 M (178.1 FT) SOUTH
 LU1844'OF THE CENTER OF A PAVED ABANDONED ROAD, AND 14.7 M (48.2 FT) WEST OF
 LU1844'THE CENTERLINE PF THE SOUTHEASTBOUND LANES OF THE HIGHWAY.
 LU1844'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1844'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 LU1844'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1871 ***********************************************************************
 LU1871  DESIGNATION -  G 1429
 LU1871  PID         -  LU1871
 LU1871  STATE/COUNTY-  CA/SHASTA
 LU1871  USGS QUAD   -  REDDING (1969)
 LU1871
 LU1871                         *CURRENT SURVEY CONTROL
 LU1871  ___________________________________________________________________
 LU1871* NAD 83(2007)-  40 34 56.64305(N)    122 25 57.29320(W)     ADJUSTED  
 LU1871* NAVD 88     -       218.563  (meters)     717.07   (feet)  ADJUSTED  
 LU1871  ___________________________________________________________________
 LU1871  EPOCH DATE  -        2007.00
 LU1871  X           -  -2,601,641.969 (meters)                     COMP
 LU1871  Y           -  -4,094,383.541 (meters)                     COMP
 LU1871  Z           -   4,127,437.790 (meters)                     COMP
 LU1871  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC09
 LU1871  ELLIP HEIGHT-         191.080 (meters)          (02/10/07) ADJUSTED
 LU1871  GEOID HEIGHT-         -27.51  (meters)                     GEOID09
 LU1871  DYNAMIC HT  -         218.453 (meters)     716.71  (feet)  COMP
 LU1871
 LU1871  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LU1871  Type    PID    Designation                      North   East  Ellip
 LU1871  -------------------------------------------------------------------
 LU1871  NETWORK LU1871 G 1429                            1.22   1.06   2.74
 LU1871  -------------------------------------------------------------------
 LU1871  MODELED GRAV-     980,114.2   (mgal)                       NAVD 88
 LU1871
 LU1871  VERT ORDER  -  FIRST     CLASS II
 LU1871
 LU1871.The horizontal coordinates were established by GPS observations
 LU1871.and adjusted by the National Geodetic Survey in February 2007.
 LU1871
 LU1871.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LU1871.See National Readjustment for more information. 
 LU1871
 LU1871.The horizontal coordinates are valid at the epoch date displayed above
 LU1871.which is a decimal equivalence of Year/Month/Day.
 LU1871
 LU1871.The orthometric height was determined by differential leveling and
 LU1871.adjusted in June 1991.
 LU1871
 LU1871.Photographs are available for this station.
 LU1871
 LU1871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LU1871
 LU1871.The Laplace correction was computed from DEFLEC09 derived deflections.
 LU1871
 LU1871.The ellipsoidal height was determined by GPS observations
 LU1871.and is referenced to NAD 83.
 LU1871
 LU1871.The geoid height was determined by GEOID09.
 LU1871
 LU1871.The dynamic height is computed by dividing the NAVD 88
 LU1871.geopotential number by the normal gravity value computed on the
 LU1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1871.degrees latitude (g = 980.6199 gals.).
 LU1871
 LU1871.The modeled gravity was interpolated from observed gravity values.
 LU1871
 LU1871;                    North         East     Units Scale Factor Converg.
 LU1871;SPC CA 1     -   638,783.354 1,963,379.596   MT  0.99990431   -0 16 58.3
 LU1871;SPC CA 1     - 2,095,741.72  6,441,521.22   sFT  0.99990431   -0 16 58.3
 LU1871;UTM  10      - 4,492,555.968   548,020.807   MT  0.99962838   +0 22 08.9
 LU1871
 LU1871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LU1871!SPC CA 1     -   0.99997003  x   0.99990431  =   0.99987434
 LU1871!UTM  10      -   0.99997003  x   0.99962838  =   0.99959842
 LU1871
 LU1871                          SUPERSEDED SURVEY CONTROL
 LU1871
 LU1871  NAD 83(1998)-  40 34 56.64205(N)    122 25 57.29345(W) AD(2004.69) B
 LU1871  ELLIP H (09/28/05)  191.107  (m)                       GP(2004.69) 4 1
 LU1871  NAVD 88 (06/22/10)  218.56   (m)          717.1    (f) LEVELING    3  
 LU1871  NAVD 88 (09/28/05)  218.6    (m)          717.     (f) GPS OBS        
 LU1871
 LU1871.Superseded values are not recommended for survey control.
 LU1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1871.See file dsdata.txt to determine how the superseded data were derived.
 LU1871
 LU1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK4802092555(NAD 83)
 LU1871
 LU1871_MARKER: DV = VERTICAL CONTROL DISK
 LU1871_SETTING: 66 = SET IN ROCK OUTCROP
 LU1871_SP_SET: BEDROCK
 LU1871_STAMPING: G 1429 1988
 LU1871_MARK LOGO: NGS   
 LU1871_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1871+SATELLITE: SATELLITE OBSERVATIONS - July 14, 2008
 LU1871
 LU1871  HISTORY     - Date     Condition        Report By
 LU1871  HISTORY     - 1988     MONUMENTED       NGS
 LU1871  HISTORY     - 20031202 GOOD             CADT
 LU1871  HISTORY     - 20031223 GOOD             CADT
 LU1871  HISTORY     - 20080101 GOOD             FRAME
 LU1871  HISTORY     - 20080714 GOOD             JCLS
 LU1871
 LU1871                          STATION DESCRIPTION
 LU1871
 LU1871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1871'3.4 KM (2.10 MI) WEST FROM REDDING.
 LU1871'3.4 KM (2.10 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1871'WITH CALIFORNIA STREET IN REDDING, IN AN EXPOSED AREA OF BEDROCK IN A
 LU1871'HIGHWAY CUT, 141.0 M (462.6 FT) EAST OF THE CENTER OF WILDWOOD LANE,
 LU1871'67.0 M (219.8 FT) WEST OF THE CENTER OF A DRIVEWAY, 13.4 M (44.0 FT)
 LU1871'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 5.2 M (17.1 FT) EAST OF
 LU1871'THE CENTER OF A POWERLINE CROSSING THE HIGHWAY.
 LU1871'THE MARK IS 0.35 METERS  E FROM  A WITNESS POST
 LU1871'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 LU1871
 LU1871                          STATION RECOVERY (2003)
 LU1871
 LU1871'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1871'RECOVERED IN GOOD CONDITION.
 LU1871
 LU1871                          STATION RECOVERY (2003)
 LU1871
 LU1871'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1871'THIS STATION WAS OCCUPIED AS A PART OF THE CALTRANS NORTH REGION
 LU1871'HEIGHT  MODERNIZATION PROJECT.
 LU1871
 LU1871                          STATION RECOVERY (2008)
 LU1871
 LU1871'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2008 (JHF)
 LU1871'THE STATION IS LOCATED ABOUT 2 MI WEST OF REDDING.
 LU1871' 
 LU1871'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND
 LU1871'STATE HIGHWAY 299, ABOUT 2 MI EAST OF REDDING, GO WEST ON HIGHWAY 299
 LU1871'FOR ABOUT 2 MI TO THE INTERSECTION OF CALIFORNIA STREET.  CONTINUE
 LU1871'WEST ON HIGHWAY 299 FOR 2.1 MI TO THE STATION ON THE RIGHT IN AN
 LU1871'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT.
 LU1871' 
 LU1871'THE STATION IS 141.0 M (462.6 FT) EAST OF THE CENTER OF WILDWOOD LANE,
 LU1871'67.0 M (219.8 FT) WEST OF THE CENTER OF A DRIVEWAY, 13.4 M (44.0 FT)
 LU1871'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 5.2 M (17.1 FT) EAST OF
 LU1871'THE CENTER OF A POWER LINE CROSSING THE HIGHWAY.  THE MARK IS 0.35
 LU1871'METERS EAST OF A WITNESS POST.  THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 LU1871
 LU1871                          STATION RECOVERY (2008)
 LU1871
 LU1871'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2008 (MRY)
 LU1871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0187 ***********************************************************************
 LU0187  DESIGNATION -  G 78
 LU0187  PID         -  LU0187
 LU0187  STATE/COUNTY-  CA/SHASTA
 LU0187  USGS QUAD   -  REDDING (1969)
 LU0187
 LU0187                         *CURRENT SURVEY CONTROL
 LU0187  ___________________________________________________________________
 LU0187* NAD 83(1986)-  40 35 10.     (N)    122 27 18.     (W)     SCALED    
 LU0187* NAVD 88     -       206.052  (meters)     676.02   (feet)  ADJUSTED  
 LU0187  ___________________________________________________________________
 LU0187  GEOID HEIGHT-         -27.47  (meters)                     GEOID09
 LU0187  DYNAMIC HT  -         205.947 (meters)     675.68  (feet)  COMP
 LU0187  MODELED GRAV-     980,111.2   (mgal)                       NAVD 88
 LU0187
 LU0187  VERT ORDER  -  FIRST     CLASS II
 LU0187
 LU0187.The horizontal coordinates were scaled from a topographic map and have
 LU0187.an estimated accuracy of +/- 6 seconds.
 LU0187.
 LU0187.The orthometric height was determined by differential leveling and
 LU0187.adjusted in June 1991.
 LU0187
 LU0187.The geoid height was determined by GEOID09.
 LU0187
 LU0187.The dynamic height is computed by dividing the NAVD 88
 LU0187.geopotential number by the normal gravity value computed on the
 LU0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0187.degrees latitude (g = 980.6199 gals.).
 LU0187
 LU0187.The modeled gravity was interpolated from observed gravity values.
 LU0187
 LU0187;                    North         East    Units  Estimated Accuracy
 LU0187;SPC CA 1     -   639,210.    1,961,480.      MT  (+/- 180 meters Scaled)
 LU0187
 LU0187                          SUPERSEDED SURVEY CONTROL
 LU0187
 LU0187  NGVD 29 (12/02/92)  205.254  (m)          673.40   (f) ADJUSTED    1 2
 LU0187
 LU0187.Superseded values are not recommended for survey control.
 LU0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0187.See file dsdata.txt to determine how the superseded data were derived.
 LU0187
 LU0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK461929(NAD 83)
 LU0187
 LU0187_MARKER: DB = BENCH MARK DISK
 LU0187_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU0187_SP_SET: WINGWALL
 LU0187_STAMPING: G 78 1931 673.079
 LU0187_MARK LOGO: CGS   
 LU0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0187+STABILITY: SURFACE MOTION
 LU0187
 LU0187  HISTORY     - Date     Condition        Report By
 LU0187  HISTORY     - 1931     MONUMENTED       CGS
 LU0187  HISTORY     - 1935     GOOD             CGS
 LU0187  HISTORY     - 1988     GOOD             NGS
 LU0187
 LU0187                          STATION DESCRIPTION
 LU0187
 LU0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LU0187'2.5 MI SE FROM SHASTA.
 LU0187'2.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE
 LU0187'AT SHASTA, SHASTA COUNTY, AT THE NORTHWEST CORNER OF A CONCRETE
 LU0187'BRIDGE OVER SALT CREEK, AND IN THE TOP OF THE WING WALL.  A
 LU0187'STANDARD DISK, STAMPED 673.079 G 78 1931.
 LU0187
 LU0187                          STATION RECOVERY (1988)
 LU0187
 LU0187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0187'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  5.4 KM
 LU0187'(3.35 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION WITH
 LU0187'CALIFORNIA STREET IN REDDING, IN TOP OF THE NORTHWEST CONCRETE
 LU0187'WINGWALL OF AN ABANDONED BRIDGE SPANNING SALT CREEK, 40.0 M
 LU0187'(131.2 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 3.8 M (12.5 FT)
 LU0187'NORTH OF THE CENTER OF THE ABANDONED HIGHWAY.
 LU0187'THE MARK IS 5.5 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1701 ***********************************************************************
 LU1701  DESIGNATION -  H 1402
 LU1701  PID         -  LU1701
 LU1701  STATE/COUNTY-  CA/HUMBOLDT
 LU1701  USGS QUAD   -  BLUE LAKE (1979)
 LU1701
 LU1701                         *CURRENT SURVEY CONTROL
 LU1701  ___________________________________________________________________
 LU1701* NAD 83(1986)-  40 53 17.     (N)    124 00 01.     (W)     SCALED    
 LU1701* NAVD 88     -        34.437  (meters)     112.98   (feet)  ADJUSTED  
 LU1701  ___________________________________________________________________
 LU1701  GEOID HEIGHT-         -29.67  (meters)                     GEOID09
 LU1701  DYNAMIC HT  -          34.422 (meters)     112.93  (feet)  COMP
 LU1701  MODELED GRAV-     980,185.7   (mgal)                       NAVD 88
 LU1701
 LU1701  VERT ORDER  -  FIRST     CLASS II
 LU1701
 LU1701.The horizontal coordinates were scaled from a topographic map and have
 LU1701.an estimated accuracy of +/- 6 seconds.
 LU1701.
 LU1701.The orthometric height was determined by differential leveling and
 LU1701.adjusted in June 1991.
 LU1701
 LU1701.The geoid height was determined by GEOID09.
 LU1701
 LU1701.The dynamic height is computed by dividing the NAVD 88
 LU1701.geopotential number by the normal gravity value computed on the
 LU1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1701.degrees latitude (g = 980.6199 gals.).
 LU1701
 LU1701.The modeled gravity was interpolated from observed gravity values.
 LU1701
 LU1701;                    North         East    Units  Estimated Accuracy
 LU1701;SPC CA 1     -   674,560.    1,831,450.      MT  (+/- 180 meters Scaled)
 LU1701
 LU1701                          SUPERSEDED SURVEY CONTROL
 LU1701
 LU1701  NGVD 29 (12/02/92)   33.421  (m)          109.65   (f) ADJUSTED    1 2
 LU1701
 LU1701.Superseded values are not recommended for survey control.
 LU1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1701.See file dsdata.txt to determine how the superseded data were derived.
 LU1701
 LU1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL157268(NAD 83)
 LU1701
 LU1701_MARKER: DB = BENCH MARK DISK
 LU1701_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1701_SP_SET: ABUTMENT
 LU1701_STAMPING: H 1402 1988
 LU1701_MARK LOGO: NGS   
 LU1701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1701+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2011
 LU1701
 LU1701  HISTORY     - Date     Condition        Report By
 LU1701  HISTORY     - 1988     MONUMENTED       NGS
 LU1701  HISTORY     - 20100921 GOOD             WOOLPT
 LU1701  HISTORY     - 20110719 GOOD             ATKNA
 LU1701
 LU1701                          STATION DESCRIPTION
 LU1701
 LU1701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1701'8.6 KM (5.35 MI) EAST FROM ARCATA.
 LU1701'8.6 KM (5.35 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF
 LU1701'U.S. HIGHWAY 101 IN ARCATA, IN THE SOUTH END OF THE EAST CONCRETE
 LU1701'ABUTMENT CURB OF HIGHWAY BRIDGE NUMBER 4-189 SPANNING THE ARCATA AND
 LU1701'MAD RIVER RAILROAD, 11.2 M (36.7 FT) SOUTH OF THE CENTERLINE OF THE
 LU1701'EASTBOUND LANES OF THE HIGHWAY, 5.3 M (17.4 FT) WEST OF THE EAST END
 LU1701'OF THE BRIDGE, AND 0.2 M (0.7 FT) NORTH OF A CONCRETE GUARDRAIL.
 LU1701'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
 LU1701
 LU1701                          STATION RECOVERY (2010)
 LU1701
 LU1701'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2010 (DJK)
 LU1701'RAILROAD NO LONGER EXISTS.  MARK IS ON THE EASTBOUND HWY 299 EXIT RAMP
 LU1701'(EXIT 5) TO BLUE LAKE, NEAR THE EAST END OF THE SOUTH CONCRETE CURB ON
 LU1701'THE BRIDGE.
 LU1701
 LU1701                          STATION RECOVERY (2011)
 LU1701
 LU1701'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2011 (DWD)
 LU1701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1725 ***********************************************************************
 LU1725  DESIGNATION -  H 1403
 LU1725  PID         -  LU1725
 LU1725  STATE/COUNTY-  CA/HUMBOLDT
 LU1725  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1725
 LU1725                         *CURRENT SURVEY CONTROL
 LU1725  ___________________________________________________________________
 LU1725* NAD 83(1986)-  40 54 17.     (N)    123 49 08.     (W)     SCALED    
 LU1725* NAVD 88     -       333.776  (meters)    1095.06   (feet)  ADJUSTED  
 LU1725  ___________________________________________________________________
 LU1725  GEOID HEIGHT-         -28.69  (meters)                     GEOID09
 LU1725  DYNAMIC HT  -         333.602 (meters)    1094.49  (feet)  COMP
 LU1725  MODELED GRAV-     980,094.7   (mgal)                       NAVD 88
 LU1725
 LU1725  VERT ORDER  -  FIRST     CLASS II
 LU1725
 LU1725.The horizontal coordinates were scaled from a topographic map and have
 LU1725.an estimated accuracy of +/- 6 seconds.
 LU1725.
 LU1725.The orthometric height was determined by differential leveling and
 LU1725.adjusted in June 1991.
 LU1725
 LU1725.The geoid height was determined by GEOID09.
 LU1725
 LU1725.The dynamic height is computed by dividing the NAVD 88
 LU1725.geopotential number by the normal gravity value computed on the
 LU1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1725.degrees latitude (g = 980.6199 gals.).
 LU1725
 LU1725.The modeled gravity was interpolated from observed gravity values.
 LU1725
 LU1725;                    North         East    Units  Estimated Accuracy
 LU1725;SPC CA 1     -   676,070.    1,846,770.      MT  (+/- 180 meters Scaled)
 LU1725
 LU1725                          SUPERSEDED SURVEY CONTROL
 LU1725
 LU1725.No superseded survey control is available for this station.
 LU1725
 LU1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL310285(NAD 83)
 LU1725
 LU1725_MARKER: I = METAL ROD
 LU1725_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1725_SP_SET: STAINLESS STEEL ROD
 LU1725_STAMPING: H 1403 1988
 LU1725_MARK LOGO: NGS   
 LU1725_PROJECTION: FLUSH
 LU1725_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1725+STABILITY: POSITION/ELEVATION WELL
 LU1725_ROD/PIPE-DEPTH: 12.2 meters
 LU1725
 LU1725  HISTORY     - Date     Condition        Report By
 LU1725  HISTORY     - 1988     MONUMENTED       NGS
 LU1725
 LU1725                          STATION DESCRIPTION
 LU1725
 LU1725'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1725'27.4 KM (17.05 MI) WEST FROM WILLOW CREEK.
 LU1725'27.4 KM (17.05 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1725'OF STATE HIGHWAY 96 IN WILLOW CREEK, 12.6 M (41.3 FT) NORTH OF THE
 LU1725'CENTERLINE OF THE HIGHWAY, AND 3.8 M (12.5 FT) NORTH OF THE NORTH END
 LU1725'OF A GUARDRAIL. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LU1725'LOGO CAP.
 LU1725'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LU1725'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1748 ***********************************************************************
 LU1748  DESIGNATION -  H 1406
 LU1748  PID         -  LU1748
 LU1748  STATE/COUNTY-  CA/HUMBOLDT
 LU1748  USGS QUAD   -  WILLOW CREEK (1979)
 LU1748
 LU1748                         *CURRENT SURVEY CONTROL
 LU1748  ___________________________________________________________________
 LU1748* NAD 83(1986)-  40 55 50.     (N)    123 41 09.     (W)     SCALED    
 LU1748* NAVD 88     -       404.618  (meters)    1327.48   (feet)  ADJUSTED  
 LU1748  ___________________________________________________________________
 LU1748  GEOID HEIGHT-         -28.08  (meters)                     GEOID09
 LU1748  DYNAMIC HT  -         404.393 (meters)    1326.75  (feet)  COMP
 LU1748  MODELED GRAV-     980,057.7   (mgal)                       NAVD 88
 LU1748
 LU1748  VERT ORDER  -  FIRST     CLASS II
 LU1748
 LU1748.The horizontal coordinates were scaled from a topographic map and have
 LU1748.an estimated accuracy of +/- 6 seconds.
 LU1748.
 LU1748.The orthometric height was determined by differential leveling and
 LU1748.adjusted in June 1991.
 LU1748
 LU1748.The geoid height was determined by GEOID09.
 LU1748
 LU1748.The dynamic height is computed by dividing the NAVD 88
 LU1748.geopotential number by the normal gravity value computed on the
 LU1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1748.degrees latitude (g = 980.6199 gals.).
 LU1748
 LU1748.The modeled gravity was interpolated from observed gravity values.
 LU1748
 LU1748;                    North         East    Units  Estimated Accuracy
 LU1748;SPC CA 1     -   678,720.    1,858,040.      MT  (+/- 180 meters Scaled)
 LU1748
 LU1748                          SUPERSEDED SURVEY CONTROL
 LU1748
 LU1748.No superseded survey control is available for this station.
 LU1748
 LU1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL422312(NAD 83)
 LU1748
 LU1748_MARKER: I = METAL ROD
 LU1748_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1748+WITH SETTING: INFORMATION.
 LU1748_SP_SET: SHALLOW-SET METAL ROD
 LU1748_STAMPING: H 1406 1988
 LU1748_MARK LOGO: NGS   
 LU1748_PROJECTION: FLUSH
 LU1748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1748_ROD/PIPE-DEPTH: 2.7  meters
 LU1748
 LU1748  HISTORY     - Date     Condition        Report By
 LU1748  HISTORY     - 1988     MONUMENTED       NGS
 LU1748
 LU1748                          STATION DESCRIPTION
 LU1748
 LU1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1748'5.9 KM (3.65 MI) WEST FROM WILLOW CREEK.
 LU1748'5.9 KM (3.65 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF
 LU1748'STATE HIGHWAY 96 IN WILLOW CREEK, 27.4 M (89.9 FT) NORTHEAST OF THE
 LU1748'CENTER OF A GRAVELED ROAD LEADING SOUTH, 15.4 M (50.5 FT) NORTHEAST
 LU1748'OF THE SOUTHEAST END OF PIPE CULVERT NUMBER 35.29, AND 14.2 M
 LU1748'(46.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY. NOTE--ACCESS TO
 LU1748'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1748'THE MARK IS 0.1 METERS  NW FROM  A WITNESS POST
 LU1748'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1771 ***********************************************************************
 LU1771  DESIGNATION -  H 1422
 LU1771  PID         -  LU1771
 LU1771  STATE/COUNTY-  CA/TRINITY
 LU1771  USGS QUAD   -  IRONSIDE MTN (1982)
 LU1771
 LU1771                         *CURRENT SURVEY CONTROL
 LU1771  ___________________________________________________________________
 LU1771* NAD 83(1986)-  40 50 57.     (N)    123 29 01.     (W)     SCALED    
 LU1771* NAVD 88     -       370.077  (meters)    1214.16   (feet)  ADJUSTED  
 LU1771  ___________________________________________________________________
 LU1771  GEOID HEIGHT-         -27.52  (meters)                     GEOID09
 LU1771  DYNAMIC HT  -         369.874 (meters)    1213.49  (feet)  COMP
 LU1771  MODELED GRAV-     980,066.8   (mgal)                       NAVD 88
 LU1771
 LU1771  VERT ORDER  -  FIRST     CLASS II
 LU1771
 LU1771.The horizontal coordinates were scaled from a topographic map and have
 LU1771.an estimated accuracy of +/- 6 seconds.
 LU1771.
 LU1771.The orthometric height was determined by differential leveling and
 LU1771.adjusted in June 1991.
 LU1771
 LU1771.The geoid height was determined by GEOID09.
 LU1771
 LU1771.The dynamic height is computed by dividing the NAVD 88
 LU1771.geopotential number by the normal gravity value computed on the
 LU1771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1771.degrees latitude (g = 980.6199 gals.).
 LU1771
 LU1771.The modeled gravity was interpolated from observed gravity values.
 LU1771
 LU1771;                    North         East    Units  Estimated Accuracy
 LU1771;SPC CA 1     -   669,370.    1,874,910.      MT  (+/- 180 meters Scaled)
 LU1771
 LU1771                          SUPERSEDED SURVEY CONTROL
 LU1771
 LU1771.No superseded survey control is available for this station.
 LU1771
 LU1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL592221(NAD 83)
 LU1771
 LU1771_MARKER: DB = BENCH MARK DISK
 LU1771_SETTING: 66 = SET IN ROCK OUTCROP
 LU1771_SP_SET: BEDROCK
 LU1771_STAMPING: H 1422 1988
 LU1771_MARK LOGO: NGS   
 LU1771_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1771+STABILITY: POSITION/ELEVATION WELL
 LU1771
 LU1771  HISTORY     - Date     Condition        Report By
 LU1771  HISTORY     - 1988     MONUMENTED       NGS
 LU1771
 LU1771                          STATION DESCRIPTION
 LU1771
 LU1771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1771'20.1 KM (12.50 MI) SE FROM WILLOW CREEK.
 LU1771'20.1 KM (12.50 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1771'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, IN AN EXPOSED AREA OF
 LU1771'BEDROCK IN A HIGHWAY CUT, ACROSS THE HIGHWAY FROM THE CENTER OF A
 LU1771'LARGE HIGHWAY PULLOUT, AND 5.6 M (18.4 FT) SOUTHWEST OF THE
 LU1771'CENTERLINE OF THE HIGHWAY.
 LU1771'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LU1771'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1795 ***********************************************************************
 LU1795  DESIGNATION -  H 1423
 LU1795  PID         -  LU1795
 LU1795  STATE/COUNTY-  CA/TRINITY
 LU1795  USGS QUAD   -  HAYFORK BALLY (1982)
 LU1795
 LU1795                         *CURRENT SURVEY CONTROL
 LU1795  ___________________________________________________________________
 LU1795* NAD 83(1986)-  40 44 27.     (N)    123 12 37.     (W)     SCALED    
 LU1795* NAVD 88     -       380.429  (meters)    1248.12   (feet)  ADJUSTED  
 LU1795  ___________________________________________________________________
 LU1795  GEOID HEIGHT-         -26.90  (meters)                     GEOID09
 LU1795  DYNAMIC HT  -         380.206 (meters)    1247.39  (feet)  COMP
 LU1795  MODELED GRAV-     980,030.3   (mgal)                       NAVD 88
 LU1795
 LU1795  VERT ORDER  -  FIRST     CLASS II
 LU1795
 LU1795.The horizontal coordinates were scaled from a topographic map and have
 LU1795.an estimated accuracy of +/- 6 seconds.
 LU1795.
 LU1795.The orthometric height was determined by differential leveling and
 LU1795.adjusted in June 1991.
 LU1795
 LU1795.The geoid height was determined by GEOID09.
 LU1795
 LU1795.The dynamic height is computed by dividing the NAVD 88
 LU1795.geopotential number by the normal gravity value computed on the
 LU1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1795.degrees latitude (g = 980.6199 gals.).
 LU1795
 LU1795.The modeled gravity was interpolated from observed gravity values.
 LU1795
 LU1795;                    North         East    Units  Estimated Accuracy
 LU1795;SPC CA 1     -   656,990.    1,897,790.      MT  (+/- 180 meters Scaled)
 LU1795
 LU1795                          SUPERSEDED SURVEY CONTROL
 LU1795
 LU1795.No superseded survey control is available for this station.
 LU1795
 LU1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL822100(NAD 83)
 LU1795
 LU1795_MARKER: I = METAL ROD
 LU1795_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1795_SP_SET: STAINLESS STEEL ROD
 LU1795_STAMPING: H 1423 1988
 LU1795_MARK LOGO: NGS   
 LU1795_PROJECTION: FLUSH
 LU1795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1795_ROD/PIPE-DEPTH: 3.8  meters
 LU1795
 LU1795  HISTORY     - Date     Condition        Report By
 LU1795  HISTORY     - 1988     MONUMENTED       NGS
 LU1795
 LU1795                          STATION DESCRIPTION
 LU1795
 LU1795'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1795'5.3 KM (3.30 MI) EAST FROM BIG BAR.
 LU1795'5.3 KM (3.30 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE POST OFFICE
 LU1795'IN BIG BAR, IN THE SMALL COMMUNITY OF BIG FLAT, 63.0 M (206.7 FT)
 LU1795'NORTHEAST OF THE NORTHEAST CORNER OF THE TRINTY RIVER INN AND MARKET,
 LU1795'18.3 M (60.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.0 M
 LU1795'(29.5 FT) NORTH OF A 36-INCH PINE TREE, 6.9 M (22.6 FT) SOUTHEAST OF
 LU1795'THE MOST SOUTHEASTERLY DRIVEWAY LEADING TO THE TRINITY RIVER INN
 LU1795'CAMPGROUND, AND 0.3 M (1.0 FT) NORTHEAST OF A FENCE. NOTE--ACCESS TO
 LU1795'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1795'THE MARK IS 1.6 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1799 ***********************************************************************
 LU1799  DESIGNATION -  H 1424
 LU1799  PID         -  LU1799
 LU1799  STATE/COUNTY-  CA/TRINITY
 LU1799  USGS QUAD   -  HELENA (1982)
 LU1799
 LU1799                         *CURRENT SURVEY CONTROL
 LU1799  ___________________________________________________________________
 LU1799* NAD 83(1986)-  40 45 51.     (N)    123 08 38.     (W)     SCALED    
 LU1799* NAVD 88     -       417.648  (meters)    1370.23   (feet)  ADJUSTED  
 LU1799  ___________________________________________________________________
 LU1799  GEOID HEIGHT-         -26.71  (meters)                     GEOID09
 LU1799  DYNAMIC HT  -         417.384 (meters)    1369.37  (feet)  COMP
 LU1799  MODELED GRAV-     979,981.4   (mgal)                       NAVD 88
 LU1799
 LU1799  VERT ORDER  -  FIRST     CLASS II
 LU1799
 LU1799.The horizontal coordinates were scaled from a topographic map and have
 LU1799.an estimated accuracy of +/- 6 seconds.
 LU1799.
 LU1799.The orthometric height was determined by differential leveling and
 LU1799.adjusted in June 1991.
 LU1799
 LU1799.The geoid height was determined by GEOID09.
 LU1799
 LU1799.The dynamic height is computed by dividing the NAVD 88
 LU1799.geopotential number by the normal gravity value computed on the
 LU1799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1799.degrees latitude (g = 980.6199 gals.).
 LU1799
 LU1799.The modeled gravity was interpolated from observed gravity values.
 LU1799
 LU1799;                    North         East    Units  Estimated Accuracy
 LU1799;SPC CA 1     -   659,510.    1,903,430.      MT  (+/- 180 meters Scaled)
 LU1799
 LU1799                          SUPERSEDED SURVEY CONTROL
 LU1799
 LU1799.No superseded survey control is available for this station.
 LU1799
 LU1799_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL878125(NAD 83)
 LU1799
 LU1799_MARKER: DB = BENCH MARK DISK
 LU1799_SETTING: 66 = SET IN ROCK OUTCROP
 LU1799_SP_SET: BEDROCK
 LU1799_STAMPING: H 1424 1988
 LU1799_MARK LOGO: NGS   
 LU1799_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1799+STABILITY: POSITION/ELEVATION WELL
 LU1799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1799+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1799
 LU1799  HISTORY     - Date     Condition        Report By
 LU1799  HISTORY     - 1988     MONUMENTED       NGS
 LU1799  HISTORY     - 20030910 GOOD             CADT
 LU1799
 LU1799                          STATION DESCRIPTION
 LU1799
 LU1799'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1799'12.5 KM (7.75 MI) EAST FROM BIG BAR.
 LU1799'12.5 KM (7.75 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE POST
 LU1799'OFFICE IN BIG BAR, IN AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 LU1799'68.0 M (223.1 FT) EAST OF THE NORTH END OF PIPE CULVERT NUMBER 35.4,
 LU1799'AND 8.6 M (28.2 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 LU1799'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 LU1799'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LU1799
 LU1799                          STATION RECOVERY (2003)
 LU1799
 LU1799'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1799'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1845 ***********************************************************************
 LU1845  DESIGNATION -  H 1425
 LU1845  PID         -  LU1845
 LU1845  STATE/COUNTY-  CA/TRINITY
 LU1845  USGS QUAD   -  FRENCH GULCH (1979)
 LU1845
 LU1845                         *CURRENT SURVEY CONTROL
 LU1845  ___________________________________________________________________
 LU1845* NAD 83(1986)-  40 38 06.     (N)    122 44 35.     (W)     SCALED    
 LU1845* NAVD 88     -       934.808  (meters)    3066.95   (feet)  ADJUSTED  
 LU1845  ___________________________________________________________________
 LU1845  GEOID HEIGHT-         -26.80  (meters)                     GEOID09
 LU1845  DYNAMIC HT  -         934.173 (meters)    3064.87  (feet)  COMP
 LU1845  MODELED GRAV-     979,914.1   (mgal)                       NAVD 88
 LU1845
 LU1845  VERT ORDER  -  FIRST     CLASS II
 LU1845
 LU1845.The horizontal coordinates were scaled from a topographic map and have
 LU1845.an estimated accuracy of +/- 6 seconds.
 LU1845.
 LU1845.The orthometric height was determined by differential leveling and
 LU1845.adjusted in June 1991.
 LU1845
 LU1845.The geoid height was determined by GEOID09.
 LU1845
 LU1845.The dynamic height is computed by dividing the NAVD 88
 LU1845.geopotential number by the normal gravity value computed on the
 LU1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1845.degrees latitude (g = 980.6199 gals.).
 LU1845
 LU1845.The modeled gravity was interpolated from observed gravity values.
 LU1845
 LU1845;                    North         East    Units  Estimated Accuracy
 LU1845;SPC CA 1     -   644,800.    1,937,150.      MT  (+/- 180 meters Scaled)
 LU1845
 LU1845                          SUPERSEDED SURVEY CONTROL
 LU1845
 LU1845.No superseded survey control is available for this station.
 LU1845
 LU1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK217982(NAD 83)
 LU1845
 LU1845_MARKER: I = METAL ROD
 LU1845_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1845_SP_SET: STAINLESS STEEL ROD
 LU1845_STAMPING: H 1425 1988
 LU1845_MARK LOGO: NGS   
 LU1845_PROJECTION: FLUSH
 LU1845_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1845+STABILITY: POSITION/ELEVATION WELL
 LU1845_ROD/PIPE-DEPTH: 7.2  meters
 LU1845
 LU1845  HISTORY     - Date     Condition        Report By
 LU1845  HISTORY     - 1988     MONUMENTED       NGS
 LU1845
 LU1845                          STATION DESCRIPTION
 LU1845
 LU1845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1845'32.1 KM (19.95 MI) SE FROM WEAVERVILLE.
 LU1845'32.1 KM (19.95 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM ITS
 LU1845'JUNCTION WITH STATE HIGHWAY 3 IN WEAVERVILLE, 15.0 M (49.2 FT)
 LU1845'SOUTHEAST OF THE CENTER OF A PAVED ROAD LEADING SOUTHWEST, AND 13.0 M
 LU1845'(42.7 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHEASTBOUND LANES OF
 LU1845'THE HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LU1845'CAP.
 LU1845'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 LU1845'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1870 ***********************************************************************
 LU1870  DESIGNATION -  H 1429
 LU1870  PID         -  LU1870
 LU1870  STATE/COUNTY-  CA/SHASTA
 LU1870  USGS QUAD   -  REDDING (1969)
 LU1870
 LU1870                         *CURRENT SURVEY CONTROL
 LU1870  ___________________________________________________________________
 LU1870* NAD 83(1986)-  40 35 04.     (N)    122 26 50.     (W)     SCALED    
 LU1870* NAVD 88     -       222.360  (meters)     729.53   (feet)  ADJUSTED  
 LU1870  ___________________________________________________________________
 LU1870  GEOID HEIGHT-         -27.49  (meters)                     GEOID09
 LU1870  DYNAMIC HT  -         222.247 (meters)     729.16  (feet)  COMP
 LU1870  MODELED GRAV-     980,112.1   (mgal)                       NAVD 88
 LU1870
 LU1870  VERT ORDER  -  FIRST     CLASS II
 LU1870
 LU1870.The horizontal coordinates were scaled from a topographic map and have
 LU1870.an estimated accuracy of +/- 6 seconds.
 LU1870.
 LU1870.The orthometric height was determined by differential leveling and
 LU1870.adjusted in June 1991.
 LU1870
 LU1870.The geoid height was determined by GEOID09.
 LU1870
 LU1870.The dynamic height is computed by dividing the NAVD 88
 LU1870.geopotential number by the normal gravity value computed on the
 LU1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1870.degrees latitude (g = 980.6199 gals.).
 LU1870
 LU1870.The modeled gravity was interpolated from observed gravity values.
 LU1870
 LU1870;                    North         East    Units  Estimated Accuracy
 LU1870;SPC CA 1     -   639,020.    1,962,140.      MT  (+/- 180 meters Scaled)
 LU1870
 LU1870                          SUPERSEDED SURVEY CONTROL
 LU1870
 LU1870.No superseded survey control is available for this station.
 LU1870
 LU1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK467927(NAD 83)
 LU1870
 LU1870_MARKER: DB = BENCH MARK DISK
 LU1870_SETTING: 66 = SET IN ROCK OUTCROP
 LU1870_SP_SET: BEDROCK
 LU1870_STAMPING: H 1429 1988
 LU1870_MARK LOGO: NGS   
 LU1870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1870
 LU1870  HISTORY     - Date     Condition        Report By
 LU1870  HISTORY     - 1988     MONUMENTED       NGS
 LU1870
 LU1870                          STATION DESCRIPTION
 LU1870
 LU1870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1870'4.7 KM (2.90 MI) WEST FROM REDDING.
 LU1870'4.7 KM (2.90 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1870'WITH CALIFORNIA STREET IN REDDING, IN AN EXPOSED AREA OF BEDROCK IN A
 LU1870'HIGHWAY CUT, 65.5 M (214.9 FT) WEST OF THE CENTER OF LOWER SPRING
 LU1870'ROAD, AND 11.7 M (38.4 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 LU1870'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LU1870'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0089 ***********************************************************************
 LU0089  DESIGNATION -  H 15
 LU0089  PID         -  LU0089
 LU0089  STATE/COUNTY-  CA/SHASTA
 LU0089  USGS QUAD   -  REDDING (1969)
 LU0089
 LU0089                         *CURRENT SURVEY CONTROL
 LU0089  ___________________________________________________________________
 LU0089* NAD 83(1986)-  40 34 52.     (N)    122 23 32.     (W)     SCALED    
 LU0089* NAVD 88     -       168.670  (meters)     553.38   (feet)  ADJUSTED  
 LU0089  ___________________________________________________________________
 LU0089  GEOID HEIGHT-         -27.53  (meters)                     GEOID09
 LU0089  DYNAMIC HT  -         168.586 (meters)     553.10  (feet)  COMP
 LU0089  MODELED GRAV-     980,122.6   (mgal)                       NAVD 88
 LU0089
 LU0089  VERT ORDER  -  FIRST     CLASS II
 LU0089
 LU0089.The horizontal coordinates were scaled from a topographic map and have
 LU0089.an estimated accuracy of +/- 6 seconds.
 LU0089.
 LU0089.The orthometric height was determined by differential leveling and
 LU0089.adjusted in June 1991.
 LU0089
 LU0089.The geoid height was determined by GEOID09.
 LU0089
 LU0089.The dynamic height is computed by dividing the NAVD 88
 LU0089.geopotential number by the normal gravity value computed on the
 LU0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0089.degrees latitude (g = 980.6199 gals.).
 LU0089
 LU0089.The modeled gravity was interpolated from observed gravity values.
 LU0089
 LU0089;                    North         East    Units  Estimated Accuracy
 LU0089;SPC CA 1     -   638,620.    1,966,800.      MT  (+/- 180 meters Scaled)
 LU0089
 LU0089                          SUPERSEDED SURVEY CONTROL
 LU0089
 LU0089  NGVD 29 (12/02/92)  167.869  (m)          550.75   (f) ADJUSTED    1 2
 LU0089
 LU0089.Superseded values are not recommended for survey control.
 LU0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0089.See file dsdata.txt to determine how the superseded data were derived.
 LU0089
 LU0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK514924(NAD 83)
 LU0089
 LU0089_MARKER: DB = BENCH MARK DISK
 LU0089_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU0089_SP_SET: HEADWALL
 LU0089_STAMPING: H 15 1919 550.435 FEET
 LU0089_MARK LOGO: CGS   
 LU0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0089+STABILITY: SURFACE MOTION
 LU0089
 LU0089  HISTORY     - Date     Condition        Report By
 LU0089  HISTORY     - 1919     MONUMENTED       CGS
 LU0089  HISTORY     - 1957     GOOD             CGS
 LU0089  HISTORY     - 1988     GOOD             NGS
 LU0089
 LU0089                          STATION DESCRIPTION
 LU0089
 LU0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LU0089'AT REDDING.
 LU0089'AT REDDING, SHASTA COUNTY, ON THE SOUTHERN PACIFIC CO. RAILROAD,
 LU0089'ABOUT 500 FEET SOUTH OF THE STATION, ABOUT 400 FEET NORTH OF
 LU0089'MILEPOST 258, IN THE TOP OF THE NORTHWEST CORNER OF CULVERT
 LU0089'258-A, AND 13 FEET WEST OF THE TRACK.
 LU0089
 LU0089                          STATION RECOVERY (1988)
 LU0089
 LU0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0089'RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS.  IN REDDING, AT
 LU0089'THE INTERSECTION OF PLACER STREET AND THE SOUTHERN PACIFIC RAILROAD.
 LU0089'ADD--65.5 M (214.9 FT) SOUTH OF THE CENTER OF PLACER STREET.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1874 ***********************************************************************
 LU1874  DESIGNATION -  I15 RESET
 LU1874  PID         -  LU1874
 LU1874  STATE/COUNTY-  CA/SHASTA
 LU1874  USGS QUAD   -  REDDING (1969)
 LU1874
 LU1874                         *CURRENT SURVEY CONTROL
 LU1874  ___________________________________________________________________
 LU1874* NAD 83(1986)-  40 35 10.     (N)    122 23 28.     (W)     SCALED    
 LU1874* NAVD 88     -       171.758  (meters)     563.51   (feet)  ADJUSTED  
 LU1874  ___________________________________________________________________
 LU1874  GEOID HEIGHT-         -27.51  (meters)                     GEOID09
 LU1874  DYNAMIC HT  -         171.672 (meters)     563.23  (feet)  COMP
 LU1874  MODELED GRAV-     980,121.8   (mgal)                       NAVD 88
 LU1874
 LU1874  VERT ORDER  -  FIRST     CLASS II
 LU1874
 LU1874.The horizontal coordinates were scaled from a topographic map and have
 LU1874.an estimated accuracy of +/- 6 seconds.
 LU1874.
 LU1874.The orthometric height was determined by differential leveling and
 LU1874.adjusted in June 1991.
 LU1874
 LU1874.The geoid height was determined by GEOID09.
 LU1874
 LU1874.The dynamic height is computed by dividing the NAVD 88
 LU1874.geopotential number by the normal gravity value computed on the
 LU1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1874.degrees latitude (g = 980.6199 gals.).
 LU1874
 LU1874.The modeled gravity was interpolated from observed gravity values.
 LU1874
 LU1874;                    North         East    Units  Estimated Accuracy
 LU1874;SPC CA 1     -   639,180.    1,966,890.      MT  (+/- 180 meters Scaled)
 LU1874
 LU1874                          SUPERSEDED SURVEY CONTROL
 LU1874
 LU1874.No superseded survey control is available for this station.
 LU1874
 LU1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK515929(NAD 83)
 LU1874
 LU1874_MARKER: DB = BENCH MARK DISK
 LU1874_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LU1874_SP_SET: FLOOR
 LU1874_STAMPING: I 15 RESET 1987
 LU1874_MARK LOGO: NGS   
 LU1874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU1874
 LU1874  HISTORY     - Date     Condition        Report By
 LU1874  HISTORY     - 1987     MONUMENTED       LOCSUR
 LU1874  HISTORY     - 1988     GOOD             NGS
 LU1874
 LU1874                          STATION DESCRIPTION
 LU1874
 LU1874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1874'IN REDDING.
 LU1874'IN REDDING, AT 1313 MARKET STREET, AT THE OLD CITY HALL BUILDING AT
 LU1874'1313 MARKET STREET, IN THE SOUTHEAST CORNER OF THE CONCRETE FLOOR OF
 LU1874'THE ALCOVE AT THE WEST ENTRANCE TO THE BUILDING, AND 0.2 M (0.7 FT)
 LU1874'NORTH OF THE SOUTH WALL, AND 0.2 M (0.7 FT) WEST OF THE WEST WALL.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1702 ***********************************************************************
 LU1702  DESIGNATION -  J 1402
 LU1702  PID         -  LU1702
 LU1702  STATE/COUNTY-  CA/HUMBOLDT
 LU1702  USGS QUAD   -  BLUE LAKE (1979)
 LU1702
 LU1702                         *CURRENT SURVEY CONTROL
 LU1702  ___________________________________________________________________
 LU1702* NAD 83(2007)-  40 53 15.31600(N)    123 59 06.65859(W)     ADJUSTED  
 LU1702* NAVD 88     -        95.941  (meters)     314.77   (feet)  ADJUSTED  
 LU1702  ___________________________________________________________________
 LU1702  EPOCH DATE  -        2007.00
 LU1702  X           -  -2,699,207.603 (meters)                     COMP
 LU1702  Y           -  -4,003,972.993 (meters)                     COMP
 LU1702  Z           -   4,153,037.023 (meters)                     COMP
 LU1702  LAPLACE CORR-          11.64  (seconds)                    DEFLEC09
 LU1702  ELLIP HEIGHT-          66.324 (meters)          (02/10/07) ADJUSTED
 LU1702  GEOID HEIGHT-         -29.59  (meters)                     GEOID09
 LU1702  DYNAMIC HT  -          95.897 (meters)     314.62  (feet)  COMP
 LU1702
 LU1702  ------- Accuracy Estimates (at 95% Confidence Level in cm) --------
 LU1702  Type    PID    Designation                      North   East  Ellip
 LU1702  -------------------------------------------------------------------
 LU1702  NETWORK LU1702 J 1402                            1.14   1.12   3.92
 LU1702  -------------------------------------------------------------------
 LU1702  MODELED GRAV-     980,170.4   (mgal)                       NAVD 88
 LU1702
 LU1702  VERT ORDER  -  FIRST     CLASS II
 LU1702
 LU1702.The horizontal coordinates were established by GPS observations
 LU1702.and adjusted by the National Geodetic Survey in February 2007.
 LU1702
 LU1702.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 
 LU1702.See National Readjustment for more information. 
 LU1702
 LU1702.The horizontal coordinates are valid at the epoch date displayed above
 LU1702.which is a decimal equivalence of Year/Month/Day.
 LU1702
 LU1702.The orthometric height was determined by differential leveling and
 LU1702.adjusted in June 1991.
 LU1702
 LU1702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 LU1702
 LU1702.The Laplace correction was computed from DEFLEC09 derived deflections.
 LU1702
 LU1702.The ellipsoidal height was determined by GPS observations
 LU1702.and is referenced to NAD 83.
 LU1702
 LU1702.The geoid height was determined by GEOID09.
 LU1702
 LU1702.The dynamic height is computed by dividing the NAVD 88
 LU1702.geopotential number by the normal gravity value computed on the
 LU1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1702.degrees latitude (g = 980.6199 gals.).
 LU1702
 LU1702.The modeled gravity was interpolated from observed gravity values.
 LU1702
 LU1702;                    North         East     Units Scale Factor Converg.
 LU1702;SPC CA 1     -   674,475.076 1,832,724.687   MT  0.99989505   -1 17 53.1
 LU1702;SPC CA 1     - 2,212,840.31  6,012,864.24   sFT  0.99989505   -1 17 53.1
 LU1702;UTM  10      - 4,526,745.459   417,003.402   MT  0.99968478   -0 38 41.7
 LU1702
 LU1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 LU1702!SPC CA 1     -   0.99998960  x   0.99989505  =   0.99988465
 LU1702!UTM  10      -   0.99998960  x   0.99968478  =   0.99967438
 LU1702
 LU1702                          SUPERSEDED SURVEY CONTROL
 LU1702
 LU1702  NAD 83(1998)-  40 53 15.31415(N)    123 59 06.65930(W) AD(2004.69) B
 LU1702  ELLIP H (09/28/05)   66.338  (m)                       GP(2004.69) 4 1
 LU1702  NAD 83(1992)-  40 53 15.30805(N)    123 59 06.65920(W) AD(1991.35) 1
 LU1702  ELLIP H (06/13/97)   66.487  (m)                       GP(1991.35) 4 2
 LU1702  NAVD 88 (06/13/97)   95.94   (m)          314.8    (f) LEVELING    3  
 LU1702  NGVD 29 (12/02/92)   94.925  (m)          311.43   (f) ADJUSTED    1 2
 LU1702
 LU1702.Superseded values are not recommended for survey control.
 LU1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1702.See file dsdata.txt to determine how the superseded data were derived.
 LU1702
 LU1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL1700326745(NAD 83)
 LU1702
 LU1702_MARKER: DV = VERTICAL CONTROL DISK
 LU1702_SETTING: 66 = SET IN ROCK OUTCROP
 LU1702_SP_SET: BEDROCK
 LU1702_STAMPING: J 1402 1988
 LU1702_MARK LOGO: NGS   
 LU1702_MAGNETIC: N = NO MAGNETIC MATERIAL
 LU1702_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1702+STABILITY: POSITION/ELEVATION WELL
 LU1702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1702+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2011
 LU1702
 LU1702  HISTORY     - Date     Condition        Report By
 LU1702  HISTORY     - 1988     MONUMENTED       NGS
 LU1702  HISTORY     - 19931021 GOOD             CADT
 LU1702  HISTORY     - 20040901 GOOD             CADT
 LU1702  HISTORY     - 20050608 GOOD             CADT
 LU1702  HISTORY     - 20110719 GOOD             ATKNA
 LU1702
 LU1702                          STATION DESCRIPTION
 LU1702
 LU1702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1702'9.9 KM (6.15 MI) EAST FROM ARCATA.
 LU1702'9.9 KM (6.15 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF
 LU1702'U.S. HIGHWAY 101 IN ARCATA, NEAR THE CENTER OF THE NORTH END OF A 15
 LU1702'BY 20 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 13.8 M (45.3 FT)
 LU1702'NORTH OF THE CENTERLINE OF THE HIGHWAY, 13.0 M (42.7 FT) NORTHWEST OF
 LU1702'THE CENTER OF CATCH BASIN NUMBER 6.12, AND 0.9 M (3.0 FT) SOUTH OF
 LU1702'THE NORTH END OF THE EXPOSED BEDROCK.
 LU1702'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LU1702'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
 LU1702
 LU1702                          STATION RECOVERY (1993)
 LU1702
 LU1702'RECOVERY NOTE BY CALTRANS 1993 (DSC)
 LU1702'THE STATION WAS RECOVERED.  A COMPLETE NEW DESCRIPTION FOLLOWS.  THE
 LU1702'STATION IS LOCATED ON THE NORTH SIDE OF STATE HIGHWAY 299, ABOUT 9 KM
 LU1702'(5.60 MI) EAST OF ARCATA AND 0.5 KM (0.30 MI) NORTH OF BLUE LAKE.  TO
 LU1702'REACH THE STATION FROM THE U.S.  POST OFFICE IN ARCATA, LOCATED AT THE
 LU1702'SOUTHWEST CORNER OF EIGHTH AND H STREETS, GO EAST ON EIGHTH STREET FOR
 LU1702'0.13 KM (0.10 MI) TO THE INTERSECTION WITH G STREET.  TURN LEFT AND GO
 LU1702'NORTH ON G STREET FOR 1.07 KM (0.65 MI) TO THE ON-RAMP FOR NORTH-BOUND
 LU1702'U.S.  HIGHWAY 101.  TAKE THE ON-RAMP AND GO NORTH ON HIGHWAY 101 FOR
 LU1702'2.14 KM (1.30 MI) TO THE HIGHWAY 299 OFF-RAMP.  BEAR RIGHT AND GO EAST
 LU1702'ON HIGHWAY 299 FOR 10.06 KM (6.25 MI) TO THE STATION ON THE LEFT AT
 LU1702'POST MILE 6.11.  THE STATION IS 0.25 KM (0.15 MI) WEST OF THE
 LU1702'INTERSECTION WITH ELGARS ROAD.  THE STATION IS SET IN THE CENTER OF
 LU1702'THE NORTH END OF AN EXPOSED AREA OF BEDROCK, 13.7 M (44.9 FT) NORTH OF
 LU1702'THE CENTERLINE OF HIGHWAY 299, 12.95 M (42.49 FT) NORTHWEST OF THE
 LU1702'CENTER OF A CULVERT INLET AT POST MILE 6.12, 7.4 M (24.3 FT) NORTH OF
 LU1702'THE NORTH FACE OF AN ASPHALT CONCRETE DIKE AND 2.3 M (7.5 FT) HIGHER
 LU1702'THAN THE HIGHWAY.  THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA
 LU1702'HPGN DENSIFICATION SURVEY.  THE STATION IS LOCATED WITHIN THE
 LU1702'CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) HIGHWAY
 LU1702'RIGHT-OF-WAY.  USERS MUST OBTAIN AN ENCROACHMENT PERMIT FROM CALTRANS
 LU1702'BEFORE USING THE STATION.  TO OBTAIN AN ENCROACHMENT PERMIT, CONTACT
 LU1702'THE DISTRICT PERMITS OFFICE IN EUREKA AT (707) 445-6385.
 LU1702
 LU1702                          STATION RECOVERY (2004)
 LU1702
 LU1702'RECOVERY NOTE BY CALTRANS 2004 (GN)
 LU1702'CALTRANS (WGV) FOUND AS DESCRIBED, OCTOBER 2004.  THIS STATION WAS
 LU1702'OCCUPIED AS PART OF  THE CALIFORNIA NORTH REGION HEIGHT MODERNIZATION
 LU1702'SURVEY OF 2004.
 LU1702
 LU1702                          STATION RECOVERY (2005)
 LU1702
 LU1702'RECOVERY NOTE BY CALTRANS 2005 (REB)
 LU1702'DESIGNATION J 1402 US HWY299 PM 6.12
 LU1702
 LU1702                          STATION RECOVERY (2011)
 LU1702
 LU1702'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2011 (DWD)
 LU1702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1726 ***********************************************************************
 LU1726  DESIGNATION -  J 1403
 LU1726  PID         -  LU1726
 LU1726  STATE/COUNTY-  CA/HUMBOLDT
 LU1726  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1726
 LU1726                         *CURRENT SURVEY CONTROL
 LU1726  ___________________________________________________________________
 LU1726* NAD 83(1986)-  40 54 12.     (N)    123 48 37.     (W)     SCALED    
 LU1726* NAVD 88     -       303.533  (meters)     995.84   (feet)  ADJUSTED  
 LU1726  ___________________________________________________________________
 LU1726  GEOID HEIGHT-         -28.64  (meters)                     GEOID09
 LU1726  DYNAMIC HT  -         303.375 (meters)     995.32  (feet)  COMP
 LU1726  MODELED GRAV-     980,096.9   (mgal)                       NAVD 88
 LU1726
 LU1726  VERT ORDER  -  FIRST     CLASS II
 LU1726
 LU1726.The horizontal coordinates were scaled from a topographic map and have
 LU1726.an estimated accuracy of +/- 6 seconds.
 LU1726.
 LU1726.The orthometric height was determined by differential leveling and
 LU1726.adjusted in June 1991.
 LU1726
 LU1726.The geoid height was determined by GEOID09.
 LU1726
 LU1726.The dynamic height is computed by dividing the NAVD 88
 LU1726.geopotential number by the normal gravity value computed on the
 LU1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1726.degrees latitude (g = 980.6199 gals.).
 LU1726
 LU1726.The modeled gravity was interpolated from observed gravity values.
 LU1726
 LU1726;                    North         East    Units  Estimated Accuracy
 LU1726;SPC CA 1     -   675,900.    1,847,500.      MT  (+/- 180 meters Scaled)
 LU1726
 LU1726                          SUPERSEDED SURVEY CONTROL
 LU1726
 LU1726.No superseded survey control is available for this station.
 LU1726
 LU1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL317283(NAD 83)
 LU1726
 LU1726_MARKER: I = METAL ROD
 LU1726_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1726_SP_SET: STAINLESS STEEL ROD
 LU1726_STAMPING: J 1403 1988
 LU1726_MARK LOGO: NGS   
 LU1726_PROJECTION: FLUSH
 LU1726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1726+STABILITY: POSITION/ELEVATION WELL
 LU1726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1726+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 LU1726_ROD/PIPE-DEPTH: 7.3  meters
 LU1726
 LU1726  HISTORY     - Date     Condition        Report By
 LU1726  HISTORY     - 1988     MONUMENTED       NGS
 LU1726  HISTORY     - 20050608 GOOD             CADT
 LU1726
 LU1726                          STATION DESCRIPTION
 LU1726
 LU1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1726'26.5 KM (16.45 MI) WEST FROM WILLOW CREEK.
 LU1726'26.5 KM (16.45 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1726'OF STATE HIGHWAY 96 IN WILLOW CREEK, 14.9 M (48.9 FT) NORTHWEST OF
 LU1726'THE NORTH CORNER OF HIGHWAY BRIDGE NUMBER 4-42 SPANNING REDWOOD
 LU1726'CREEK, 12.5 M (41.0 FT) SOUTHEAST OF THE NORTHWEST END OF A
 LU1726'GUARDRAIL, 11.4 M (37.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 LU1726'HIGHWAY, AND 5.4 M (17.7 FT) NORTHEAST OF A GUARDRAIL. NOTE--ACCESS
 LU1726'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1726'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LU1726'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LU1726
 LU1726                          STATION RECOVERY (2005)
 LU1726
 LU1726'RECOVERY NOTE BY CALTRANS 2005 (REB)
 LU1726'DESIGNATION J 1403 US HWY299 PM 22.33L
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1754 ***********************************************************************
 LU1754  DESIGNATION -  J 1406
 LU1754  PID         -  LU1754
 LU1754  STATE/COUNTY-  CA/HUMBOLDT
 LU1754  USGS QUAD   -  WILLOW CREEK (1979)
 LU1754
 LU1754                         *CURRENT SURVEY CONTROL
 LU1754  ___________________________________________________________________
 LU1754* NAD 83(1986)-  40 56 22.     (N)    123 37 53.     (W)     SCALED    
 LU1754* NAVD 88     -       180.196  (meters)     591.19   (feet)  ADJUSTED  
 LU1754  ___________________________________________________________________
 LU1754  GEOID HEIGHT-         -27.95  (meters)                     GEOID09
 LU1754  DYNAMIC HT  -         180.107 (meters)     590.90  (feet)  COMP
 LU1754  MODELED GRAV-     980,128.1   (mgal)                       NAVD 88
 LU1754
 LU1754  VERT ORDER  -  FIRST     CLASS II
 LU1754
 LU1754.The horizontal coordinates were scaled from a topographic map and have
 LU1754.an estimated accuracy of +/- 6 seconds.
 LU1754.
 LU1754.The orthometric height was determined by differential leveling and
 LU1754.adjusted in June 1991.
 LU1754
 LU1754.The geoid height was determined by GEOID09.
 LU1754
 LU1754.The dynamic height is computed by dividing the NAVD 88
 LU1754.geopotential number by the normal gravity value computed on the
 LU1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1754.degrees latitude (g = 980.6199 gals.).
 LU1754
 LU1754.The modeled gravity was interpolated from observed gravity values.
 LU1754
 LU1754;                    North         East    Units  Estimated Accuracy
 LU1754;SPC CA 1     -   679,620.    1,862,640.      MT  (+/- 180 meters Scaled)
 LU1754
 LU1754                          SUPERSEDED SURVEY CONTROL
 LU1754
 LU1754.No superseded survey control is available for this station.
 LU1754
 LU1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL468322(NAD 83)
 LU1754
 LU1754_MARKER: I = METAL ROD
 LU1754_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1754_SP_SET: STAINLESS STEEL ROD
 LU1754_STAMPING: J 1406 1988
 LU1754_MARK LOGO: NGS   
 LU1754_PROJECTION: FLUSH
 LU1754_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1754+STABILITY: POSITION/ELEVATION WELL
 LU1754_ROD/PIPE-DEPTH: 4.7  meters
 LU1754
 LU1754  HISTORY     - Date     Condition        Report By
 LU1754  HISTORY     - 1988     MONUMENTED       NGS
 LU1754
 LU1754                          STATION DESCRIPTION
 LU1754
 LU1754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1754'IN WILLOW CREEK.
 LU1754'IN WILLOW CREEK, AT THE INTERSECTION OF STATE HIGHWAYS 299 AND 96,
 LU1754'16.1 M (52.8 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF
 LU1754'HIGHWAY 299, 10.7 M (35.1 FT) WEST OF THE CENTERLINE OF HIGHWAY 96,
 LU1754'AND 0.3 M (1.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A FENCE
 LU1754'SURROUNDING THE WILLOW CREEK CHAMBER OF COMMERCE. NOTE--ACCESS TO
 LU1754'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1754'THE MARK IS ABOVE LEVEL WITH STATE HIGHWAY 96.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1772 ***********************************************************************
 LU1772  DESIGNATION -  J 1422
 LU1772  PID         -  LU1772
 LU1772  STATE/COUNTY-  CA/TRINITY
 LU1772  USGS QUAD   -  IRONSIDE MTN (1982)
 LU1772
 LU1772                         *CURRENT SURVEY CONTROL
 LU1772  ___________________________________________________________________
 LU1772* NAD 83(1986)-  40 50 29.     (N)    123 29 06.     (W)     SCALED    
 LU1772* NAVD 88     -       403.875  (meters)    1325.05   (feet)  ADJUSTED  
 LU1772  ___________________________________________________________________
 LU1772  GEOID HEIGHT-         -27.56  (meters)                     GEOID09
 LU1772  DYNAMIC HT  -         403.652 (meters)    1324.31  (feet)  COMP
 LU1772  MODELED GRAV-     980,060.8   (mgal)                       NAVD 88
 LU1772
 LU1772  VERT ORDER  -  FIRST     CLASS II
 LU1772
 LU1772.The horizontal coordinates were scaled from a topographic map and have
 LU1772.an estimated accuracy of +/- 6 seconds.
 LU1772.
 LU1772.The orthometric height was determined by differential leveling and
 LU1772.adjusted in June 1991.
 LU1772
 LU1772.The geoid height was determined by GEOID09.
 LU1772
 LU1772.The dynamic height is computed by dividing the NAVD 88
 LU1772.geopotential number by the normal gravity value computed on the
 LU1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1772.degrees latitude (g = 980.6199 gals.).
 LU1772
 LU1772.The modeled gravity was interpolated from observed gravity values.
 LU1772
 LU1772;                    North         East    Units  Estimated Accuracy
 LU1772;SPC CA 1     -   668,510.    1,874,780.      MT  (+/- 180 meters Scaled)
 LU1772
 LU1772                          SUPERSEDED SURVEY CONTROL
 LU1772
 LU1772.No superseded survey control is available for this station.
 LU1772
 LU1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL591212(NAD 83)
 LU1772
 LU1772_MARKER: DB = BENCH MARK DISK
 LU1772_SETTING: 66 = SET IN ROCK OUTCROP
 LU1772_SP_SET: BEDROCK
 LU1772_STAMPING: J 1422 1988
 LU1772_MARK LOGO: NGS   
 LU1772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1772
 LU1772  HISTORY     - Date     Condition        Report By
 LU1772  HISTORY     - 1988     MONUMENTED       NGS
 LU1772
 LU1772                          STATION DESCRIPTION
 LU1772
 LU1772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1772'20.9 KM (13.00 MI) SE FROM WILLOW CREEK.
 LU1772'20.9 KM (13.00 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1772'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, SET VERTICALLY IN THE
 LU1772'NORTHEAST FACE OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 46.3 M
 LU1772'(151.9 FT) NORTH OF THE CENTER OF CATCH BASIN NUMBER 8.94, AND 6.4 M
 LU1772'(21.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 LU1772'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1796 ***********************************************************************
 LU1796  DESIGNATION -  J 1423
 LU1796  PID         -  LU1796
 LU1796  STATE/COUNTY-  CA/TRINITY
 LU1796  USGS QUAD   -  HAYFORK BALLY (1982)
 LU1796
 LU1796                         *CURRENT SURVEY CONTROL
 LU1796  ___________________________________________________________________
 LU1796* NAD 83(1986)-  40 44 17.     (N)    123 11 31.     (W)     SCALED    
 LU1796* NAVD 88     -       401.120  (meters)    1316.01   (feet)  ADJUSTED  
 LU1796  ___________________________________________________________________
 LU1796  GEOID HEIGHT-         -26.87  (meters)                     GEOID09
 LU1796  DYNAMIC HT  -         400.875 (meters)    1315.20  (feet)  COMP
 LU1796  MODELED GRAV-     980,004.3   (mgal)                       NAVD 88
 LU1796
 LU1796  VERT ORDER  -  FIRST     CLASS II
 LU1796
 LU1796.The horizontal coordinates were scaled from a topographic map and have
 LU1796.an estimated accuracy of +/- 6 seconds.
 LU1796.
 LU1796.The orthometric height was determined by differential leveling and
 LU1796.adjusted in June 1991.
 LU1796
 LU1796.The geoid height was determined by GEOID09.
 LU1796
 LU1796.The dynamic height is computed by dividing the NAVD 88
 LU1796.geopotential number by the normal gravity value computed on the
 LU1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1796.degrees latitude (g = 980.6199 gals.).
 LU1796
 LU1796.The modeled gravity was interpolated from observed gravity values.
 LU1796
 LU1796;                    North         East    Units  Estimated Accuracy
 LU1796;SPC CA 1     -   656,660.    1,899,330.      MT  (+/- 180 meters Scaled)
 LU1796
 LU1796                          SUPERSEDED SURVEY CONTROL
 LU1796
 LU1796.No superseded survey control is available for this station.
 LU1796
 LU1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL837096(NAD 83)
 LU1796
 LU1796_MARKER: DB = BENCH MARK DISK
 LU1796_SETTING: 66 = SET IN ROCK OUTCROP
 LU1796_SP_SET: BEDROCK
 LU1796_STAMPING: J 1423 1988
 LU1796_MARK LOGO: NGS   
 LU1796_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1796+STABILITY: POSITION/ELEVATION WELL
 LU1796
 LU1796  HISTORY     - Date     Condition        Report By
 LU1796  HISTORY     - 1988     MONUMENTED       NGS
 LU1796
 LU1796                          STATION DESCRIPTION
 LU1796
 LU1796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1796'7.2 KM (4.45 MI) EAST FROM BIG BAR.
 LU1796'7.2 KM (4.45 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE POST OFFICE
 LU1796'IN BIG BAR, IN AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, AND 6.3 M
 LU1796'(20.7 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LU1796'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 LU1796'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1798 ***********************************************************************
 LU1798  DESIGNATION -  J 1424
 LU1798  PID         -  LU1798
 LU1798  STATE/COUNTY-  CA/TRINITY
 LU1798  USGS QUAD   -  HELENA (1982)
 LU1798
 LU1798                         *CURRENT SURVEY CONTROL
 LU1798  ___________________________________________________________________
 LU1798* NAD 83(1986)-  40 45 11.     (N)    123 09 29.     (W)     SCALED    
 LU1798* NAVD 88     -       409.303  (meters)    1342.85   (feet)  ADJUSTED  
 LU1798  ___________________________________________________________________
 LU1798  GEOID HEIGHT-         -26.78  (meters)                     GEOID09
 LU1798  DYNAMIC HT  -         409.027 (meters)    1341.95  (feet)  COMP
 LU1798  MODELED GRAV-     979,940.5   (mgal)                       NAVD 88
 LU1798
 LU1798  VERT ORDER  -  FIRST     CLASS II
 LU1798
 LU1798.The horizontal coordinates were scaled from a topographic map and have
 LU1798.an estimated accuracy of +/- 6 seconds.
 LU1798.
 LU1798.The orthometric height was determined by differential leveling and
 LU1798.adjusted in June 1991.
 LU1798
 LU1798.The geoid height was determined by GEOID09.
 LU1798
 LU1798.The dynamic height is computed by dividing the NAVD 88
 LU1798.geopotential number by the normal gravity value computed on the
 LU1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1798.degrees latitude (g = 980.6199 gals.).
 LU1798
 LU1798.The modeled gravity was interpolated from observed gravity values.
 LU1798
 LU1798;                    North         East    Units  Estimated Accuracy
 LU1798;SPC CA 1     -   658,290.    1,902,220.      MT  (+/- 180 meters Scaled)
 LU1798
 LU1798                          SUPERSEDED SURVEY CONTROL
 LU1798
 LU1798.No superseded survey control is available for this station.
 LU1798
 LU1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL866113(NAD 83)
 LU1798
 LU1798_MARKER: DB = BENCH MARK DISK
 LU1798_SETTING: 66 = SET IN ROCK OUTCROP
 LU1798_SP_SET: BEDROCK
 LU1798_STAMPING: J 1424 1988
 LU1798_MARK LOGO: NGS   
 LU1798_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1798+STABILITY: POSITION/ELEVATION WELL
 LU1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1798+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1798
 LU1798  HISTORY     - Date     Condition        Report By
 LU1798  HISTORY     - 1988     MONUMENTED       NGS
 LU1798  HISTORY     - 20030910 GOOD             CADT
 LU1798
 LU1798                          STATION DESCRIPTION
 LU1798
 LU1798'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1798'10.7 KM (6.65 MI) EAST FROM BIG BAR.
 LU1798'10.7 KM (6.65 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE POST
 LU1798'OFFICE IN BIG BAR, IN THE SOUTHERN 1/3 OF A 9 BY 9 FOOT AREA OF
 LU1798'OUTCROPPING BEDROCK, AT THE SOUTHWEST END OF A LARGE PULLOUT, AND
 LU1798'12.0 M (39.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LU1798'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 LU1798'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 LU1798
 LU1798                          STATION RECOVERY (2003)
 LU1798
 LU1798'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1798'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1846 ***********************************************************************
 LU1846  DESIGNATION -  J 1425
 LU1846  PID         -  LU1846
 LU1846  STATE/COUNTY-  CA/TRINITY
 LU1846  USGS QUAD   -  FRENCH GULCH (1979)
 LU1846
 LU1846                         *CURRENT SURVEY CONTROL
 LU1846  ___________________________________________________________________
 LU1846* NAD 83(1986)-  40 38 03.     (N)    122 44 06.     (W)     SCALED    
 LU1846* NAVD 88     -       972.661  (meters)    3191.14   (feet)  ADJUSTED  
 LU1846  ___________________________________________________________________
 LU1846  GEOID HEIGHT-         -26.81  (meters)                     GEOID09
 LU1846  DYNAMIC HT  -         972.002 (meters)    3188.98  (feet)  COMP
 LU1846  MODELED GRAV-     979,913.6   (mgal)                       NAVD 88
 LU1846
 LU1846  VERT ORDER  -  FIRST     CLASS II
 LU1846
 LU1846.The horizontal coordinates were scaled from a topographic map and have
 LU1846.an estimated accuracy of +/- 6 seconds.
 LU1846.
 LU1846.The orthometric height was determined by differential leveling and
 LU1846.adjusted in June 1991.
 LU1846
 LU1846.The geoid height was determined by GEOID09.
 LU1846
 LU1846.The dynamic height is computed by dividing the NAVD 88
 LU1846.geopotential number by the normal gravity value computed on the
 LU1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1846.degrees latitude (g = 980.6199 gals.).
 LU1846
 LU1846.The modeled gravity was interpolated from observed gravity values.
 LU1846
 LU1846;                    North         East    Units  Estimated Accuracy
 LU1846;SPC CA 1     -   644,700.    1,937,830.      MT  (+/- 180 meters Scaled)
 LU1846
 LU1846                          SUPERSEDED SURVEY CONTROL
 LU1846
 LU1846.No superseded survey control is available for this station.
 LU1846
 LU1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK224981(NAD 83)
 LU1846
 LU1846_MARKER: I = METAL ROD
 LU1846_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1846_SP_SET: STAINLESS STEEL ROD
 LU1846_STAMPING: J 1425 1988
 LU1846_MARK LOGO: NGS   
 LU1846_PROJECTION: FLUSH
 LU1846_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1846+STABILITY: POSITION/ELEVATION WELL
 LU1846_ROD/PIPE-DEPTH: 4.6  meters
 LU1846
 LU1846  HISTORY     - Date     Condition        Report By
 LU1846  HISTORY     - 1988     MONUMENTED       NGS
 LU1846
 LU1846                          STATION DESCRIPTION
 LU1846
 LU1846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1846'32.8 KM (20.40 MI) SE FROM WEAVERVILLE.
 LU1846'32.8 KM (20.40 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM ITS
 LU1846'JUNCTION WITH STATE HIGHWAY 3 IN WEAVERVILLE, 0.2 KM (0.10 MI)
 LU1846'SOUTHWEST OF THE BUCKHORN SUMMIT AND THE SHASTA-TRINTY COUNTY LINE,
 LU1846'AT THE SOUTHWEST END OF A HIGHWAY CUT, 25.9 M (85.0 FT) NORTHEAST OF
 LU1846'THE CENTER OF THE NORTH END OF A 1.5 FOOT DRAIN PIPE, AND 17.4 M
 LU1846'(57.1 FT) SOUTHEAST OF THE CENTERLINE OF THE NORTHEASTBOUND LANES OF
 LU1846'THE HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LU1846'CAP.
 LU1846'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST
 LU1846'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1869 ***********************************************************************
 LU1869  DESIGNATION -  J 1429
 LU1869  PID         -  LU1869
 LU1869  STATE/COUNTY-  CA/SHASTA
 LU1869  USGS QUAD   -  REDDING (1969)
 LU1869
 LU1869                         *CURRENT SURVEY CONTROL
 LU1869  ___________________________________________________________________
 LU1869* NAD 83(1986)-  40 35 26.     (N)    122 28 05.     (W)     SCALED    
 LU1869* NAVD 88     -       275.372  (meters)     903.45   (feet)  ADJUSTED  
 LU1869  ___________________________________________________________________
 LU1869  GEOID HEIGHT-         -27.44  (meters)                     GEOID09
 LU1869  DYNAMIC HT  -         275.230 (meters)     902.98  (feet)  COMP
 LU1869  MODELED GRAV-     980,101.9   (mgal)                       NAVD 88
 LU1869
 LU1869  VERT ORDER  -  FIRST     CLASS II
 LU1869
 LU1869.The horizontal coordinates were scaled from a topographic map and have
 LU1869.an estimated accuracy of +/- 6 seconds.
 LU1869.
 LU1869.The orthometric height was determined by differential leveling and
 LU1869.adjusted in June 1991.
 LU1869
 LU1869.The geoid height was determined by GEOID09.
 LU1869
 LU1869.The dynamic height is computed by dividing the NAVD 88
 LU1869.geopotential number by the normal gravity value computed on the
 LU1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1869.degrees latitude (g = 980.6199 gals.).
 LU1869
 LU1869.The modeled gravity was interpolated from observed gravity values.
 LU1869
 LU1869;                    North         East    Units  Estimated Accuracy
 LU1869;SPC CA 1     -   639,700.    1,960,380.      MT  (+/- 180 meters Scaled)
 LU1869
 LU1869                          SUPERSEDED SURVEY CONTROL
 LU1869
 LU1869.No superseded survey control is available for this station.
 LU1869
 LU1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK450934(NAD 83)
 LU1869
 LU1869_MARKER: DB = BENCH MARK DISK
 LU1869_SETTING: 66 = SET IN ROCK OUTCROP
 LU1869_SP_SET: BEDROCK
 LU1869_STAMPING: J 1429 1988
 LU1869_MARK LOGO: NGS   
 LU1869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1869+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1869
 LU1869  HISTORY     - Date     Condition        Report By
 LU1869  HISTORY     - 1988     MONUMENTED       NGS
 LU1869  HISTORY     - 20030910 GOOD             CADT
 LU1869
 LU1869                          STATION DESCRIPTION
 LU1869
 LU1869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1869'6.7 KM (4.15 MI) WEST FROM REDDING.
 LU1869'6.7 KM (4.15 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1869'WITH CALIFORNIA STREET IN REDDING, IN AN EXPOSED AREA OF BEDROCK IN A
 LU1869'HIGHWAY CUT, 144.0 M (472.4 FT) WEST OF THE CENTER OF VICTORIA DRIVE,
 LU1869'48.1 M (157.8 FT) WEST OF THE EAST END OF THE CUT, AND 12.2 M
 LU1869'(40.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 LU1869'THE MARK IS 1.3 METERS  E FROM  A WITNESS POST
 LU1869'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 LU1869
 LU1869                          STATION RECOVERY (2003)
 LU1869
 LU1869'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0009 ***********************************************************************
 LU0009  DESIGNATION -  J 15
 LU0009  PID         -  LU0009
 LU0009  STATE/COUNTY-  CA/SHASTA
 LU0009  USGS QUAD   -  REDDING (1969)
 LU0009
 LU0009                         *CURRENT SURVEY CONTROL
 LU0009  ___________________________________________________________________
 LU0009* NAD 83(1986)-  40 35 00.     (N)    122 23 35.     (W)     SCALED    
 LU0009* NAVD 88     -       170.262  (meters)     558.60   (feet)  ADJUSTED  
 LU0009  ___________________________________________________________________
 LU0009  GEOID HEIGHT-         -27.52  (meters)                     GEOID09
 LU0009  DYNAMIC HT  -         170.177 (meters)     558.32  (feet)  COMP
 LU0009  MODELED GRAV-     980,122.2   (mgal)                       NAVD 88
 LU0009
 LU0009  VERT ORDER  -  FIRST     CLASS II
 LU0009
 LU0009.The horizontal coordinates were scaled from a topographic map and have
 LU0009.an estimated accuracy of +/- 6 seconds.
 LU0009.
 LU0009.The orthometric height was determined by differential leveling and
 LU0009.adjusted in June 1991.
 LU0009
 LU0009.WARNING-Repeat measurements at this control monument indicate possible
 LU0009.vertical movement.
 LU0009
 LU0009.The geoid height was determined by GEOID09.
 LU0009
 LU0009.The dynamic height is computed by dividing the NAVD 88
 LU0009.geopotential number by the normal gravity value computed on the
 LU0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0009.degrees latitude (g = 980.6199 gals.).
 LU0009
 LU0009.The modeled gravity was interpolated from observed gravity values.
 LU0009
 LU0009;                    North         East    Units  Estimated Accuracy
 LU0009;SPC CA 1     -   638,870.    1,966,730.      MT  (+/- 180 meters Scaled)
 LU0009
 LU0009                          SUPERSEDED SURVEY CONTROL
 LU0009
 LU0009  NGVD 29 (12/02/92)  169.461  (m)          555.97   (f) ADJUSTED    1 2
 LU0009
 LU0009.Superseded values are not recommended for survey control.
 LU0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0009.See file dsdata.txt to determine how the superseded data were derived.
 LU0009
 LU0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK513926(NAD 83)
 LU0009
 LU0009_MARKER: DB = BENCH MARK DISK
 LU0009_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 LU0009_SP_SET: FOUNDATION
 LU0009_STAMPING: J 15 1919 555.662 FEET
 LU0009_MARK LOGO: CGS   
 LU0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU0009+STABILITY: POSITION/ELEVATION WELL
 LU0009
 LU0009  HISTORY     - Date     Condition        Report By
 LU0009  HISTORY     - 1919     MONUMENTED       CGS
 LU0009  HISTORY     - 1957     GOOD             CGS
 LU0009  HISTORY     - 1988     GOOD             NGS
 LU0009
 LU0009                          STATION DESCRIPTION
 LU0009
 LU0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LU0009'AT REDDING.
 LU0009'AT REDDING, IN R5W T32N, ON YUBA STREET MIDWAY BETWEEN CALIFORNIA
 LU0009'STREET AND THE SOUTHERN PACIFIC COMPANY RAILROAD TRACK, AT THE
 LU0009'LORENZ HOTEL BUILDING, SET VERTICALLY IN THE NORTH FACE OF
 LU0009'THE NORTHWEST SANDSTONE PILLAR, 163.5 FEET EAST OF THE EAST
 LU0009'RAIL OF THE MAIN TRACK OF THE SOUTHERN PACIFIC COMPANY RAILROAD,
 LU0009'40 FEET SOUTH OF THE CENTER LINE OF YUBA STREET, 1.4 FEET
 LU0009'EAST OF THE NORTHWEST CORNER OF THE BUILDING, AND 1.0 FOOT
 LU0009'ABOVE THE SIDEWALK.
 LU0009
 LU0009                          STATION RECOVERY (1988)
 LU0009
 LU0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1516 ***********************************************************************
 LU1516  DESIGNATION -  J 76
 LU1516  PID         -  LU1516
 LU1516  STATE/COUNTY-  CA/TRINITY
 LU1516  USGS QUAD   -  SALYER (1979)
 LU1516
 LU1516                         *CURRENT SURVEY CONTROL
 LU1516  ___________________________________________________________________
 LU1516* NAD 83(1986)-  40 53 07.     (N)    123 33 23.     (W)     SCALED    
 LU1516* NAVD 88     -       203.535  (meters)     667.76   (feet)  ADJUSTED  
 LU1516  ___________________________________________________________________
 LU1516  GEOID HEIGHT-         -27.73  (meters)                     GEOID09
 LU1516  DYNAMIC HT  -         203.427 (meters)     667.41  (feet)  COMP
 LU1516  MODELED GRAV-     980,087.7   (mgal)                       NAVD 88
 LU1516
 LU1516  VERT ORDER  -  FIRST     CLASS II
 LU1516
 LU1516.The horizontal coordinates were scaled from a topographic map and have
 LU1516.an estimated accuracy of +/- 6 seconds.
 LU1516.
 LU1516.The orthometric height was determined by differential leveling and
 LU1516.adjusted in June 1991.
 LU1516
 LU1516.The geoid height was determined by GEOID09.
 LU1516
 LU1516.The dynamic height is computed by dividing the NAVD 88
 LU1516.geopotential number by the normal gravity value computed on the
 LU1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1516.degrees latitude (g = 980.6199 gals.).
 LU1516
 LU1516.The modeled gravity was interpolated from observed gravity values.
 LU1516
 LU1516;                    North         East    Units  Estimated Accuracy
 LU1516;SPC CA 1     -   673,490.    1,868,850.      MT  (+/- 180 meters Scaled)
 LU1516
 LU1516                          SUPERSEDED SURVEY CONTROL
 LU1516
 LU1516  NGVD 29 (12/02/92)  202.525  (m)          664.45   (f) ADJUSTED    1 2
 LU1516
 LU1516.Superseded values are not recommended for survey control.
 LU1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1516.See file dsdata.txt to determine how the superseded data were derived.
 LU1516
 LU1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL531261(NAD 83)
 LU1516
 LU1516_MARKER: DB = BENCH MARK DISK
 LU1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1516_SP_SET: CONCRETE POST
 LU1516_STAMPING: J 76 1931 664.001
 LU1516_MARK LOGO: CGS   
 LU1516_PROJECTION: PROJECTING 7 CENTIMETERS
 LU1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1516+STABILITY: SURFACE MOTION
 LU1516
 LU1516  HISTORY     - Date     Condition        Report By
 LU1516  HISTORY     - 1931     MONUMENTED       CGS
 LU1516  HISTORY     - 1935     GOOD             CGS
 LU1516  HISTORY     - 1983     GOOD             CADT
 LU1516  HISTORY     - 1988     GOOD             NGS
 LU1516
 LU1516                          STATION DESCRIPTION
 LU1516
 LU1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LU1516'2.1 MI SE FROM SALYER.
 LU1516'2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 299 FROM SALYER, TRINITY
 LU1516'COUNTY, 0.1 MILE SOUTHEAST OF A FARMHOUSE, AND 27 FEET NORTHWEST
 LU1516'OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED
 LU1516'664.001 J 76 1931 AND SET IN THE TOP OF A CONCRETE POST
 LU1516'PROJECTING 4 INCHES ABOVE GROUND.
 LU1516
 LU1516                          STATION RECOVERY (1983)
 LU1516
 LU1516'RECOVERY NOTE BY CALTRANS 1983
 LU1516'IT IS 2.05 MILES EASTERLY ALONG ROUTE 299 FROM THE POST OFFICE IN
 LU1516'SALYER, ABOUT 140 FT. NORTHWESTLY ALONG THE HWY. FROM THE CULVERT AT
 LU1516'POST MILE 3.12, 78 FT. NORTHEASTLY FROM AND 14 FT. BELOW THE
 LU1516'NORTHEAST EDGE OF PAVEMENT OF THE EXISTING HIGHWAY. 20 FT.
 LU1516'NORTHEASTLY FROM THE EDGE OF PAVEMENT OF THE OLD HIGHWAY, 1.2 FT.
 LU1516'SOUTHWEST OF A WITNESS POST, AND IT IS PROJECTING 0.4 FT.
 LU1516
 LU1516                          STATION RECOVERY (1988)
 LU1516
 LU1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1516'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  11.6 KM
 LU1516'(7.20 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF
 LU1516'STATE HIGHWAY 96 IN WILLOW CREEK, 0.2 KM (0.10 MI) SOUTHEAST OF A
 LU1516'FARM HOUSE, 28.2 M (92.5 FT) NORTHEAST OF THE CENTERLINE OF THE
 LU1516'HIGHWAY, AND 7.9 M (25.9 FT) NORTHEAST OF THE CENTER OF AN ABANDONED
 LU1516'HIGHWAY.
 LU1516'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 LU1516'THE MARK IS 3.7 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0189 ***********************************************************************
 LU0189  DESIGNATION -  J 78
 LU0189  PID         -  LU0189
 LU0189  STATE/COUNTY-  CA/SHASTA
 LU0189  USGS QUAD   -  REDDING (1969)
 LU0189
 LU0189                         *CURRENT SURVEY CONTROL
 LU0189  ___________________________________________________________________
 LU0189* NAD 83(1986)-  40 35 01.     (N)    122 23 35.     (W)     SCALED    
 LU0189* NAVD 88     -       170.542  (meters)     559.52   (feet)  ADJUSTED  
 LU0189  ___________________________________________________________________
 LU0189  GEOID HEIGHT-         -27.52  (meters)                     GEOID09
 LU0189  DYNAMIC HT  -         170.456 (meters)     559.24  (feet)  COMP
 LU0189  MODELED GRAV-     980,122.1   (mgal)                       NAVD 88
 LU0189
 LU0189  VERT ORDER  -  FIRST     CLASS II
 LU0189
 LU0189.The horizontal coordinates were scaled from a topographic map and have
 LU0189.an estimated accuracy of +/- 6 seconds.
 LU0189.
 LU0189.The orthometric height was determined by differential leveling and
 LU0189.adjusted in June 1991.
 LU0189
 LU0189.WARNING-Repeat measurements at this control monument indicate possible
 LU0189.vertical movement.
 LU0189
 LU0189.The geoid height was determined by GEOID09.
 LU0189
 LU0189.The dynamic height is computed by dividing the NAVD 88
 LU0189.geopotential number by the normal gravity value computed on the
 LU0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0189.degrees latitude (g = 980.6199 gals.).
 LU0189
 LU0189.The modeled gravity was interpolated from observed gravity values.
 LU0189
 LU0189;                    North         East    Units  Estimated Accuracy
 LU0189;SPC CA 1     -   638,900.    1,966,730.      MT  (+/- 180 meters Scaled)
 LU0189
 LU0189                          SUPERSEDED SURVEY CONTROL
 LU0189
 LU0189  NGVD 29 (12/02/92)  169.742  (m)          556.90   (f) ADJUSTED    1 2
 LU0189
 LU0189.Superseded values are not recommended for survey control.
 LU0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0189.See file dsdata.txt to determine how the superseded data were derived.
 LU0189
 LU0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK513927(NAD 83)
 LU0189
 LU0189_MARKER: DB = BENCH MARK DISK
 LU0189_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 LU0189_SP_SET: FOUNDATION
 LU0189_STAMPING: J 78 1931 556.584 FEET
 LU0189_MARK LOGO: CGS   
 LU0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0189+STABILITY: SURFACE MOTION
 LU0189
 LU0189  HISTORY     - Date     Condition        Report By
 LU0189  HISTORY     - 1931     MONUMENTED       CGS
 LU0189  HISTORY     - 1957     GOOD             CGS
 LU0189  HISTORY     - 1988     GOOD             NGS
 LU0189
 LU0189                          STATION DESCRIPTION
 LU0189
 LU0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 LU0189'AT REDDING.
 LU0189'AT REDDING, IN R5W T32N, AT THE SOUTHERN PACIFIC COMPANY RAILROAD
 LU0189'STATION, SET VERTICALLY IN THE SOUTH FACE OF THE CONCRETE FOUNDATION,
 LU0189'0.6 FOOT EAST OF THE SOUTHWEST CORNER OF THE STATION, AND 0.4
 LU0189'FOOT ABOVE THE SIDEWALK.
 LU0189
 LU0189                          STATION RECOVERY (1988)
 LU0189
 LU0189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1703 ***********************************************************************
 LU1703  DESIGNATION -  K 1402
 LU1703  PID         -  LU1703
 LU1703  STATE/COUNTY-  CA/HUMBOLDT
 LU1703  USGS QUAD   -  BLUE LAKE (1979)
 LU1703
 LU1703                         *CURRENT SURVEY CONTROL
 LU1703  ___________________________________________________________________
 LU1703* NAD 83(1986)-  40 53 16.     (N)    123 58 40.     (W)     SCALED    
 LU1703* NAVD 88     -       128.743  (meters)     422.38   (feet)  ADJUSTED  
 LU1703  ___________________________________________________________________
 LU1703  GEOID HEIGHT-         -29.55  (meters)                     GEOID09
 LU1703  DYNAMIC HT  -         128.684 (meters)     422.19  (feet)  COMP
 LU1703  MODELED GRAV-     980,162.8   (mgal)                       NAVD 88
 LU1703
 LU1703  VERT ORDER  -  FIRST     CLASS II
 LU1703
 LU1703.The horizontal coordinates were scaled from a topographic map and have
 LU1703.an estimated accuracy of +/- 6 seconds.
 LU1703.
 LU1703.The orthometric height was determined by differential leveling and
 LU1703.adjusted in June 1991.
 LU1703
 LU1703.The geoid height was determined by GEOID09.
 LU1703
 LU1703.The dynamic height is computed by dividing the NAVD 88
 LU1703.geopotential number by the normal gravity value computed on the
 LU1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1703.degrees latitude (g = 980.6199 gals.).
 LU1703
 LU1703.The modeled gravity was interpolated from observed gravity values.
 LU1703
 LU1703;                    North         East    Units  Estimated Accuracy
 LU1703;SPC CA 1     -   674,480.    1,833,350.      MT  (+/- 180 meters Scaled)
 LU1703
 LU1703                          SUPERSEDED SURVEY CONTROL
 LU1703
 LU1703  NGVD 29 (12/02/92)  127.727  (m)          419.05   (f) ADJUSTED    1 2
 LU1703
 LU1703.Superseded values are not recommended for survey control.
 LU1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1703.See file dsdata.txt to determine how the superseded data were derived.
 LU1703
 LU1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL176267(NAD 83)
 LU1703
 LU1703_MARKER: DB = BENCH MARK DISK
 LU1703_SETTING: 66 = SET IN ROCK OUTCROP
 LU1703_SP_SET: BEDROCK
 LU1703_STAMPING: K 1402 1988
 LU1703_MARK LOGO: NGS   
 LU1703_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1703+STABILITY: POSITION/ELEVATION WELL
 LU1703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1703+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2011
 LU1703
 LU1703  HISTORY     - Date     Condition        Report By
 LU1703  HISTORY     - 1988     MONUMENTED       NGS
 LU1703  HISTORY     - 20110719 GOOD             ATKNA
 LU1703
 LU1703                          STATION DESCRIPTION
 LU1703
 LU1703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1703'10.5 KM (6.50 MI) EAST FROM ARCATA.
 LU1703'10.5 KM (6.50 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1703'OF U.S. HIGHWAY 101 IN ARCATA, NEAR THE CENTER OF A 5 BY 10 FOOT
 LU1703'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, AND 9.8 M (32.2 FT) NORTH
 LU1703'OF THE CENTERLINE OF THE HIGHWAY.
 LU1703'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 LU1703'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
 LU1703
 LU1703                          STATION RECOVERY (2011)
 LU1703
 LU1703'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2011 (DWD)
 LU1703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1727 ***********************************************************************
 LU1727  DESIGNATION -  K 1403
 LU1727  PID         -  LU1727
 LU1727  STATE/COUNTY-  CA/HUMBOLDT
 LU1727  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1727
 LU1727                         *CURRENT SURVEY CONTROL
 LU1727  ___________________________________________________________________
 LU1727* NAD 83(1986)-  40 54 08.     (N)    123 48 25.     (W)     SCALED    
 LU1727* NAVD 88     -       318.504  (meters)    1044.96   (feet)  ADJUSTED  
 LU1727  ___________________________________________________________________
 LU1727  GEOID HEIGHT-         -28.62  (meters)                     GEOID09
 LU1727  DYNAMIC HT  -         318.336 (meters)    1044.41  (feet)  COMP
 LU1727  MODELED GRAV-     980,088.7   (mgal)                       NAVD 88
 LU1727
 LU1727  VERT ORDER  -  FIRST     CLASS II
 LU1727
 LU1727.The horizontal coordinates were scaled from a topographic map and have
 LU1727.an estimated accuracy of +/- 6 seconds.
 LU1727.
 LU1727.The orthometric height was determined by differential leveling and
 LU1727.adjusted in June 1991.
 LU1727
 LU1727.The geoid height was determined by GEOID09.
 LU1727
 LU1727.The dynamic height is computed by dividing the NAVD 88
 LU1727.geopotential number by the normal gravity value computed on the
 LU1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1727.degrees latitude (g = 980.6199 gals.).
 LU1727
 LU1727.The modeled gravity was interpolated from observed gravity values.
 LU1727
 LU1727;                    North         East    Units  Estimated Accuracy
 LU1727;SPC CA 1     -   675,780.    1,847,780.      MT  (+/- 180 meters Scaled)
 LU1727
 LU1727                          SUPERSEDED SURVEY CONTROL
 LU1727
 LU1727.No superseded survey control is available for this station.
 LU1727
 LU1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL320282(NAD 83)
 LU1727
 LU1727_MARKER: I = METAL ROD
 LU1727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1727_SP_SET: STAINLESS STEEL ROD
 LU1727_STAMPING: K 1403 1988
 LU1727_MARK LOGO: NGS   
 LU1727_PROJECTION: FLUSH
 LU1727_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1727+STABILITY: POSITION/ELEVATION WELL
 LU1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1727+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 LU1727_ROD/PIPE-DEPTH: 7.9  meters
 LU1727
 LU1727  HISTORY     - Date     Condition        Report By
 LU1727  HISTORY     - 1988     MONUMENTED       NGS
 LU1727  HISTORY     - 20050608 GOOD             CADT
 LU1727
 LU1727                          STATION DESCRIPTION
 LU1727
 LU1727'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1727'26.1 KM (16.20 MI) WEST FROM WILLOW CREEK.
 LU1727'26.1 KM (16.20 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1727'OF STATE HIGHWAY 96 IN WILLOW CREEK, 14.5 M (47.6 FT) NORTH OF THE
 LU1727'CENTERLINE OF THE HIGHWAY, 11.0 M (36.1 FT) WEST OF THE EXTENDED
 LU1727'CENTER OF A TRACK ROAD LEADING SOUTH, AND 7.6 M (24.9 FT) NORTH OF
 LU1727'THE EAST END OF A GUARDRAIL. NOTE--ACCESS TO DATUM POINT IS HAD
 LU1727'THROUGH A 5-INCH LOGO CAP.
 LU1727'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LU1727'THE MARK IS 0.6 M BELOW THE HIGHWAY.
 LU1727
 LU1727                          STATION RECOVERY (2005)
 LU1727
 LU1727'RECOVERY NOTE BY CALTRANS 2005 (REB)
 LU1727'DESIGNATION K 1403 US HWY299 PM 22.5
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1749 ***********************************************************************
 LU1749  DESIGNATION -  K 1406
 LU1749  PID         -  LU1749
 LU1749  STATE/COUNTY-  CA/HUMBOLDT
 LU1749  USGS QUAD   -  WILLOW CREEK (1979)
 LU1749
 LU1749                         *CURRENT SURVEY CONTROL
 LU1749  ___________________________________________________________________
 LU1749* NAD 83(1986)-  40 56 03.     (N)    123 40 30.     (W)     SCALED    
 LU1749* NAVD 88     -       379.771  (meters)    1245.97   (feet)  ADJUSTED  
 LU1749  ___________________________________________________________________
 LU1749  GEOID HEIGHT-         -28.06  (meters)                     GEOID09
 LU1749  DYNAMIC HT  -         379.571 (meters)    1245.31  (feet)  COMP
 LU1749  MODELED GRAV-     980,087.0   (mgal)                       NAVD 88
 LU1749
 LU1749  VERT ORDER  -  FIRST     CLASS II
 LU1749
 LU1749.The horizontal coordinates were scaled from a topographic map and have
 LU1749.an estimated accuracy of +/- 6 seconds.
 LU1749.
 LU1749.The orthometric height was determined by differential leveling and
 LU1749.adjusted in June 1991.
 LU1749
 LU1749.The geoid height was determined by GEOID09.
 LU1749
 LU1749.The dynamic height is computed by dividing the NAVD 88
 LU1749.geopotential number by the normal gravity value computed on the
 LU1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1749.degrees latitude (g = 980.6199 gals.).
 LU1749
 LU1749.The modeled gravity was interpolated from observed gravity values.
 LU1749
 LU1749;                    North         East    Units  Estimated Accuracy
 LU1749;SPC CA 1     -   679,100.    1,858,960.      MT  (+/- 180 meters Scaled)
 LU1749
 LU1749                          SUPERSEDED SURVEY CONTROL
 LU1749
 LU1749.No superseded survey control is available for this station.
 LU1749
 LU1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL431316(NAD 83)
 LU1749
 LU1749_MARKER: DB = BENCH MARK DISK
 LU1749_SETTING: 66 = SET IN ROCK OUTCROP
 LU1749_SP_SET: BEDROCK
 LU1749_STAMPING: K 1406 1988
 LU1749_MARK LOGO: NGS   
 LU1749_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1749+STABILITY: POSITION/ELEVATION WELL
 LU1749
 LU1749  HISTORY     - Date     Condition        Report By
 LU1749  HISTORY     - 1988     MONUMENTED       NGS
 LU1749
 LU1749                          STATION DESCRIPTION
 LU1749
 LU1749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1749'4.6 KM (2.85 MI) WEST FROM WILLOW CREEK.
 LU1749'4.6 KM (2.85 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF
 LU1749'STATE HIGHWAY 96 IN WILLOW CREEK, IN AN 8 BY 10 FOOT EXPOSED AREA OF
 LU1749'BEDROCK IN A HIGHWAY CUT, 12.7 M (41.7 FT) SOUTHEAST OF THE SOUTHWEST
 LU1749'END OF A GUARDRAIL, 5.8 M (19.0 FT) SOUTHEAST OF THE CENTERLINE OF
 LU1749'THE HIGHWAY, 4.3 M (14.1 FT) NORTHEAST OF THE CENTER OF CATCH BASIN
 LU1749'NUMBER 36.04, AND 1.0 M (3.3 FT) SOUTHWEST OF THE NORTHEAST END OF
 LU1749'THE HIGHWAY CUT.
 LU1749'THE MARK IS 0.45 METERS  SE FROM  A WITNESS POST
 LU1749'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1773 ***********************************************************************
 LU1773  DESIGNATION -  K 1422
 LU1773  PID         -  LU1773
 LU1773  STATE/COUNTY-  CA/TRINITY
 LU1773  USGS QUAD   -  IRONSIDE MTN (1982)
 LU1773
 LU1773                         *CURRENT SURVEY CONTROL
 LU1773  ___________________________________________________________________
 LU1773* NAD 83(1986)-  40 50 04.     (N)    123 29 20.     (W)     SCALED    
 LU1773* NAVD 88     -       428.905  (meters)    1407.17   (feet)  ADJUSTED  
 LU1773  ___________________________________________________________________
 LU1773  GEOID HEIGHT-         -27.59  (meters)                     GEOID09
 LU1773  DYNAMIC HT  -         428.671 (meters)    1406.40  (feet)  COMP
 LU1773  MODELED GRAV-     980,066.0   (mgal)                       NAVD 88
 LU1773
 LU1773  VERT ORDER  -  FIRST     CLASS II
 LU1773
 LU1773.The horizontal coordinates were scaled from a topographic map and have
 LU1773.an estimated accuracy of +/- 6 seconds.
 LU1773.
 LU1773.The orthometric height was determined by differential leveling and
 LU1773.adjusted in June 1991.
 LU1773
 LU1773.The geoid height was determined by GEOID09.
 LU1773
 LU1773.The dynamic height is computed by dividing the NAVD 88
 LU1773.geopotential number by the normal gravity value computed on the
 LU1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1773.degrees latitude (g = 980.6199 gals.).
 LU1773
 LU1773.The modeled gravity was interpolated from observed gravity values.
 LU1773
 LU1773;                    North         East    Units  Estimated Accuracy
 LU1773;SPC CA 1     -   667,750.    1,874,440.      MT  (+/- 180 meters Scaled)
 LU1773
 LU1773                          SUPERSEDED SURVEY CONTROL
 LU1773
 LU1773.No superseded survey control is available for this station.
 LU1773
 LU1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL587204(NAD 83)
 LU1773
 LU1773_MARKER: I = METAL ROD
 LU1773_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1773_SP_SET: STAINLESS STEEL ROD
 LU1773_STAMPING: K 1422 1988
 LU1773_MARK LOGO: NGS   
 LU1773_PROJECTION: FLUSH
 LU1773_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1773+STABILITY: POSITION/ELEVATION WELL
 LU1773_ROD/PIPE-DEPTH: 6.6  meters
 LU1773
 LU1773  HISTORY     - Date     Condition        Report By
 LU1773  HISTORY     - 1988     MONUMENTED       NGS
 LU1773
 LU1773                          STATION DESCRIPTION
 LU1773
 LU1773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1773'21.8 KM (13.55 MI) SE FROM WILLOW CREEK.
 LU1773'21.8 KM (13.55 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1773'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, 23.5 M (77.1 FT) NORTH
 LU1773'OF THE CENTER OF CULVERT NUMBER 9.52, AND 11.5 M (37.7 FT) WEST OF
 LU1773'THE CENTERLINE OF THE HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD
 LU1773'THROUGH A 5-INCH LOGO CAP.
 LU1773'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 LU1773'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1819 ***********************************************************************
 LU1819  DESIGNATION -  K 1423
 LU1819  PID         -  LU1819
 LU1819  STATE/COUNTY-  CA/TRINITY
 LU1819  USGS QUAD   -  WEAVERVILLE (1982)
 LU1819
 LU1819                         *CURRENT SURVEY CONTROL
 LU1819  ___________________________________________________________________
 LU1819* NAD 83(1986)-  40 44 05.     (N)    122 57 25.     (W)     SCALED    
 LU1819* NAVD 88     -       680.531  (meters)    2232.71   (feet)  ADJUSTED  
 LU1819  ___________________________________________________________________
 LU1819  GEOID HEIGHT-         -26.57  (meters)                     GEOID09
 LU1819  DYNAMIC HT  -         680.116 (meters)    2231.35  (feet)  COMP
 LU1819  MODELED GRAV-     979,992.8   (mgal)                       NAVD 88
 LU1819
 LU1819  VERT ORDER  -  FIRST     CLASS II
 LU1819
 LU1819.The horizontal coordinates were scaled from a topographic map and have
 LU1819.an estimated accuracy of +/- 6 seconds.
 LU1819.
 LU1819.The orthometric height was determined by differential leveling and
 LU1819.adjusted in June 1991.
 LU1819
 LU1819.The geoid height was determined by GEOID09.
 LU1819
 LU1819.The dynamic height is computed by dividing the NAVD 88
 LU1819.geopotential number by the normal gravity value computed on the
 LU1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1819.degrees latitude (g = 980.6199 gals.).
 LU1819
 LU1819.The modeled gravity was interpolated from observed gravity values.
 LU1819
 LU1819;                    North         East    Units  Estimated Accuracy
 LU1819;SPC CA 1     -   656,050.    1,919,180.      MT  (+/- 180 meters Scaled)
 LU1819
 LU1819                          SUPERSEDED SURVEY CONTROL
 LU1819
 LU1819.No superseded survey control is available for this station.
 LU1819
 LU1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL036093(NAD 83)
 LU1819
 LU1819_MARKER: I = METAL ROD
 LU1819_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1819+WITH SETTING: INFORMATION.
 LU1819_SP_SET: SHALLOW-SET METAL ROD
 LU1819_STAMPING: K 1423 1988
 LU1819_MARK LOGO: NGS   
 LU1819_PROJECTION: FLUSH
 LU1819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1819_ROD/PIPE-DEPTH: 1.6  meters
 LU1819
 LU1819  HISTORY     - Date     Condition        Report By
 LU1819  HISTORY     - 1988     MONUMENTED       NGS
 LU1819
 LU1819                          STATION DESCRIPTION
 LU1819
 LU1819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1819'1.6 KM (1.00 MI) NW FROM WEAVERVILLE.
 LU1819'1.6 KM (1.00 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1819'JUNCTION OF STATE HIGHWAY 3 IN WEAVERVILLE, 0.8 KM (0.50 MI)
 LU1819'NORTHWEST OF THE INTERSECTION OF MEMORIAL DRIVE, 0.4 KM (0.25 MI)
 LU1819'SOUTHEAST OF THE INTERSECTION OF LESLEY LANE, AT THE EAST END OF A
 LU1819'HIGHWAY CUT, 132.0 M (433.1 FT) WEST OF THE CENTER OF A DIRT ROAD
 LU1819'LEADING SOUTHWEST, 9.0 M (29.5 FT) SOUTH OF THE CENTERLINE OF THE
 LU1819'HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LU1819'CAP.
 LU1819'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LU1819'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1824 ***********************************************************************
 LU1824  DESIGNATION -  K 1424
 LU1824  PID         -  LU1824
 LU1824  STATE/COUNTY-  CA/TRINITY
 LU1824  USGS QUAD   -  WEAVERVILLE (1982)
 LU1824
 LU1824                         *CURRENT SURVEY CONTROL
 LU1824  ___________________________________________________________________
 LU1824* NAD 83(1986)-  40 41 36.     (N)    122 55 48.     (W)     SCALED    
 LU1824* NAVD 88     -       550.383  (meters)    1805.71   (feet)  ADJUSTED  
 LU1824  ___________________________________________________________________
 LU1824  GEOID HEIGHT-         -26.82  (meters)                     GEOID09
 LU1824  DYNAMIC HT  -         550.057 (meters)    1804.65  (feet)  COMP
 LU1824  MODELED GRAV-     980,015.8   (mgal)                       NAVD 88
 LU1824
 LU1824  VERT ORDER  -  FIRST     CLASS II
 LU1824
 LU1824.The horizontal coordinates were scaled from a topographic map and have
 LU1824.an estimated accuracy of +/- 6 seconds.
 LU1824.
 LU1824.The orthometric height was determined by differential leveling and
 LU1824.adjusted in June 1991.
 LU1824
 LU1824.The geoid height was determined by GEOID09.
 LU1824
 LU1824.The dynamic height is computed by dividing the NAVD 88
 LU1824.geopotential number by the normal gravity value computed on the
 LU1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1824.degrees latitude (g = 980.6199 gals.).
 LU1824
 LU1824.The modeled gravity was interpolated from observed gravity values.
 LU1824
 LU1824;                    North         East    Units  Estimated Accuracy
 LU1824;SPC CA 1     -   651,430.    1,921,400.      MT  (+/- 180 meters Scaled)
 LU1824
 LU1824                          SUPERSEDED SURVEY CONTROL
 LU1824
 LU1824.No superseded survey control is available for this station.
 LU1824
 LU1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL059047(NAD 83)
 LU1824
 LU1824_MARKER: DB = BENCH MARK DISK
 LU1824_SETTING: 66 = SET IN ROCK OUTCROP
 LU1824_SP_SET: BEDROCK
 LU1824_STAMPING: K 1424 1988
 LU1824_MARK LOGO: NGS   
 LU1824_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1824+STABILITY: POSITION/ELEVATION WELL
 LU1824
 LU1824  HISTORY     - Date     Condition        Report By
 LU1824  HISTORY     - 1988     MONUMENTED       NGS
 LU1824
 LU1824                          STATION DESCRIPTION
 LU1824
 LU1824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1824'4.9 KM (3.05 MI) EAST FROM WEAVERVILLE.
 LU1824'4.9 KM (3.05 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF
 LU1824'STATE HIGHWAY 3 IN WEAVERVILLE, IN AN EXPOSED AREA OF BEDROCK IN A
 LU1824'HIGHWAY CUT, 0.3 KM (0.20 MI) SOUTHWEST OF THE INTERSECTION OF LITTLE
 LU1824'BROWNS CREEK ROAD, 5.8 M (19.0 FT) SOUTHEAST OF THE CENTERLINE OF THE
 LU1824'HIGHWAY, 4.6 M (15.1 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 LU1824'EXPOSED BEDROCK, AND 3.3 M (10.8 FT) NORTHEAST OF THE SOUTHEAST END
 LU1824'OF DRAIN PIPE NUMBER 54.62.
 LU1824'THE MARK IS 1.1 METERS  SW FROM  A WITNESS POST
 LU1824'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1847 ***********************************************************************
 LU1847  DESIGNATION -  K 1425
 LU1847  PID         -  LU1847
 LU1847  STATE/COUNTY-  CA/SHASTA
 LU1847  USGS QUAD   -  FRENCH GULCH (1979)
 LU1847
 LU1847                         *CURRENT SURVEY CONTROL
 LU1847  ___________________________________________________________________
 LU1847* NAD 83(1986)-  40 38 21.     (N)    122 43 53.     (W)     SCALED    
 LU1847* NAVD 88     -       958.029  (meters)    3143.13   (feet)  ADJUSTED  
 LU1847  ___________________________________________________________________
 LU1847  GEOID HEIGHT-         -26.80  (meters)                     GEOID09
 LU1847  DYNAMIC HT  -         957.394 (meters)    3141.05  (feet)  COMP
 LU1847  MODELED GRAV-     979,928.7   (mgal)                       NAVD 88
 LU1847
 LU1847  VERT ORDER  -  FIRST     CLASS II
 LU1847
 LU1847.The horizontal coordinates were scaled from a topographic map and have
 LU1847.an estimated accuracy of +/- 6 seconds.
 LU1847.
 LU1847.The orthometric height was determined by differential leveling and
 LU1847.adjusted in June 1991.
 LU1847
 LU1847.The geoid height was determined by GEOID09.
 LU1847
 LU1847.The dynamic height is computed by dividing the NAVD 88
 LU1847.geopotential number by the normal gravity value computed on the
 LU1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1847.degrees latitude (g = 980.6199 gals.).
 LU1847
 LU1847.The modeled gravity was interpolated from observed gravity values.
 LU1847
 LU1847;                    North         East    Units  Estimated Accuracy
 LU1847;SPC CA 1     -   645,250.    1,938,140.      MT  (+/- 180 meters Scaled)
 LU1847
 LU1847                          SUPERSEDED SURVEY CONTROL
 LU1847
 LU1847.No superseded survey control is available for this station.
 LU1847
 LU1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK227987(NAD 83)
 LU1847
 LU1847_MARKER: I = METAL ROD
 LU1847_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1847_SP_SET: STAINLESS STEEL ROD
 LU1847_STAMPING: K 1425 1988
 LU1847_MARK LOGO: NGS   
 LU1847_PROJECTION: FLUSH
 LU1847_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1847+STABILITY: POSITION/ELEVATION WELL
 LU1847_ROD/PIPE-DEPTH: 4.3  meters
 LU1847
 LU1847  HISTORY     - Date     Condition        Report By
 LU1847  HISTORY     - 1988     MONUMENTED       NGS
 LU1847
 LU1847                          STATION DESCRIPTION
 LU1847
 LU1847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1847'33.6 KM (20.90 MI) SE FROM WEAVERVILLE.
 LU1847'33.6 KM (20.90 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1847'JUNCTION OF STATE HIGHWAY 3 IN WEAVERVILLE, 0.5 KM (0.30 MI)
 LU1847'NORTHEAST OF THE BUCKHORN SUMMIT AND THE SHASTA-TRINTY COUNTY LINE,
 LU1847'AT THE SOUTH END OF A CUT BANK, 32.7 M (107.3 FT) NORTHWEST OF THE
 LU1847'CENTER OF A DIRT ROAD LEADING SOUTHWEST, AND 9.9 M (32.5 FT) WEST OF
 LU1847'THE CENTER OF THE HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 LU1847'A 5-INCH LOGO CAP.
 LU1847'THE MARK IS 0.2 METERS  E FROM  A WITNESS POST
 LU1847'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1873 ***********************************************************************
 LU1873  DESIGNATION -  K 1429
 LU1873  PID         -  LU1873
 LU1873  STATE/COUNTY-  CA/SHASTA
 LU1873  USGS QUAD   -  REDDING (1969)
 LU1873
 LU1873                         *CURRENT SURVEY CONTROL
 LU1873  ___________________________________________________________________
 LU1873* NAD 83(1986)-  40 35 12.     (N)    122 24 27.     (W)     SCALED    
 LU1873* NAVD 88     -       196.461  (meters)     644.56   (feet)  ADJUSTED  
 LU1873  ___________________________________________________________________
 LU1873  GEOID HEIGHT-         -27.50  (meters)                     GEOID09
 LU1873  DYNAMIC HT  -         196.362 (meters)     644.23  (feet)  COMP
 LU1873  MODELED GRAV-     980,119.8   (mgal)                       NAVD 88
 LU1873
 LU1873  VERT ORDER  -  FIRST     CLASS II
 LU1873
 LU1873.The horizontal coordinates were scaled from a topographic map and have
 LU1873.an estimated accuracy of +/- 6 seconds.
 LU1873.
 LU1873.The orthometric height was determined by differential leveling and
 LU1873.adjusted in June 1991.
 LU1873
 LU1873.The geoid height was determined by GEOID09.
 LU1873
 LU1873.The dynamic height is computed by dividing the NAVD 88
 LU1873.geopotential number by the normal gravity value computed on the
 LU1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1873.degrees latitude (g = 980.6199 gals.).
 LU1873
 LU1873.The modeled gravity was interpolated from observed gravity values.
 LU1873
 LU1873;                    North         East    Units  Estimated Accuracy
 LU1873;SPC CA 1     -   639,250.    1,965,510.      MT  (+/- 180 meters Scaled)
 LU1873
 LU1873                          SUPERSEDED SURVEY CONTROL
 LU1873
 LU1873.No superseded survey control is available for this station.
 LU1873
 LU1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK501930(NAD 83)
 LU1873
 LU1873_MARKER: I = METAL ROD
 LU1873_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1873_SP_SET: STAINLESS STEEL ROD
 LU1873_STAMPING: K 1429 1988
 LU1873_MARK LOGO: NGS   
 LU1873_PROJECTION: FLUSH
 LU1873_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1873+STABILITY: POSITION/ELEVATION WELL
 LU1873_ROD/PIPE-DEPTH: 5.2  meters
 LU1873
 LU1873  HISTORY     - Date     Condition        Report By
 LU1873  HISTORY     - 1988     MONUMENTED       NGS
 LU1873
 LU1873                          STATION DESCRIPTION
 LU1873
 LU1873'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1873'IN REDDING.
 LU1873'IN REDDING, AT THE INTERSECTION OF EUREKA WAY (STATE HIGHWAY 299) AND
 LU1873'PIONEER DRIVE, 19.5 M (64.0 FT) EAST OF THE CENTER OF THE DRIVE, 17.8
 LU1873'M (58.4 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 LU1873'HIGHWAY, AND 0.3 M (1.0 FT) SOUTHWEST OF A FENCE. NOTE--ACCESS TO
 LU1873'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1873'THE MARK IS 2.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1704 ***********************************************************************
 LU1704  DESIGNATION -  L 1402
 LU1704  PID         -  LU1704
 LU1704  STATE/COUNTY-  CA/HUMBOLDT
 LU1704  USGS QUAD   -  BLUE LAKE (1979)
 LU1704
 LU1704                         *CURRENT SURVEY CONTROL
 LU1704  ___________________________________________________________________
 LU1704* NAD 83(1986)-  40 53 04.     (N)    123 58 10.     (W)     SCALED    
 LU1704* NAVD 88     -       172.495  (meters)     565.93   (feet)  ADJUSTED  
 LU1704  ___________________________________________________________________
 LU1704  GEOID HEIGHT-         -29.51  (meters)                     GEOID09
 LU1704  DYNAMIC HT  -         172.416 (meters)     565.67  (feet)  COMP
 LU1704  MODELED GRAV-     980,162.4   (mgal)                       NAVD 88
 LU1704
 LU1704  VERT ORDER  -  FIRST     CLASS II
 LU1704
 LU1704.The horizontal coordinates were scaled from a topographic map and have
 LU1704.an estimated accuracy of +/- 6 seconds.
 LU1704.
 LU1704.The orthometric height was determined by differential leveling and
 LU1704.adjusted in June 1991.
 LU1704
 LU1704.The geoid height was determined by GEOID09.
 LU1704
 LU1704.The dynamic height is computed by dividing the NAVD 88
 LU1704.geopotential number by the normal gravity value computed on the
 LU1704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1704.degrees latitude (g = 980.6199 gals.).
 LU1704
 LU1704.The modeled gravity was interpolated from observed gravity values.
 LU1704
 LU1704;                    North         East    Units  Estimated Accuracy
 LU1704;SPC CA 1     -   674,100.    1,834,040.      MT  (+/- 180 meters Scaled)
 LU1704
 LU1704                          SUPERSEDED SURVEY CONTROL
 LU1704
 LU1704  NGVD 29 (12/02/92)  171.480  (m)          562.60   (f) ADJUSTED    1 2
 LU1704
 LU1704.Superseded values are not recommended for survey control.
 LU1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1704.See file dsdata.txt to determine how the superseded data were derived.
 LU1704
 LU1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL183263(NAD 83)
 LU1704
 LU1704_MARKER: DB = BENCH MARK DISK
 LU1704_SETTING: 66 = SET IN ROCK OUTCROP
 LU1704_SP_SET: BEDROCK
 LU1704_STAMPING: L 1402 1988
 LU1704_MARK LOGO: NGS   
 LU1704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1704
 LU1704  HISTORY     - Date     Condition        Report By
 LU1704  HISTORY     - 1988     MONUMENTED       NGS
 LU1704
 LU1704                          STATION DESCRIPTION
 LU1704
 LU1704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1704'11.4 KM (7.10 MI) EAST FROM ARCATA.
 LU1704'11.4 KM (7.10 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1704'OF U.S. HIGHWAY 101 IN ARCATA, IN AN EXPOSED AREA OF BEDROCK IN A
 LU1704'HIGHWAY CUT, 0.2 KM (0.10 MI) WEST OF THE INTERSECTION OF BLUE LAKE
 LU1704'BOULEVARD, ON THE INSIDE OF A CURVE, AND 9.2 M (30.2 FT) NORTHEAST OF
 LU1704'THE CENTERLINE OF THE HIGHWAY.
 LU1704'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST
 LU1704'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1728 ***********************************************************************
 LU1728  DESIGNATION -  L 1403
 LU1728  PID         -  LU1728
 LU1728  STATE/COUNTY-  CA/HUMBOLDT
 LU1728  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1728
 LU1728                         *CURRENT SURVEY CONTROL
 LU1728  ___________________________________________________________________
 LU1728* NAD 83(1986)-  40 54 22.     (N)    123 48 23.     (W)     SCALED    
 LU1728* NAVD 88     -       354.693  (meters)    1163.69   (feet)  ADJUSTED  
 LU1728  ___________________________________________________________________
 LU1728  GEOID HEIGHT-         -28.61  (meters)                     GEOID09
 LU1728  DYNAMIC HT  -         354.509 (meters)    1163.08  (feet)  COMP
 LU1728  MODELED GRAV-     980,095.3   (mgal)                       NAVD 88
 LU1728
 LU1728  VERT ORDER  -  FIRST     CLASS II
 LU1728
 LU1728.The horizontal coordinates were scaled from a topographic map and have
 LU1728.an estimated accuracy of +/- 6 seconds.
 LU1728.
 LU1728.The orthometric height was determined by differential leveling and
 LU1728.adjusted in June 1991.
 LU1728
 LU1728.The geoid height was determined by GEOID09.
 LU1728
 LU1728.The dynamic height is computed by dividing the NAVD 88
 LU1728.geopotential number by the normal gravity value computed on the
 LU1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1728.degrees latitude (g = 980.6199 gals.).
 LU1728
 LU1728.The modeled gravity was interpolated from observed gravity values.
 LU1728
 LU1728;                    North         East    Units  Estimated Accuracy
 LU1728;SPC CA 1     -   676,210.    1,847,830.      MT  (+/- 180 meters Scaled)
 LU1728
 LU1728                          SUPERSEDED SURVEY CONTROL
 LU1728
 LU1728.No superseded survey control is available for this station.
 LU1728
 LU1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL320286(NAD 83)
 LU1728
 LU1728_MARKER: DB = BENCH MARK DISK
 LU1728_SETTING: 66 = SET IN ROCK OUTCROP
 LU1728_SP_SET: BEDROCK
 LU1728_STAMPING: L 1403 1988
 LU1728_MARK LOGO: NGS   
 LU1728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1728+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 LU1728
 LU1728  HISTORY     - Date     Condition        Report By
 LU1728  HISTORY     - 1988     MONUMENTED       NGS
 LU1728  HISTORY     - 20050608 GOOD             CADT
 LU1728
 LU1728                          STATION DESCRIPTION
 LU1728
 LU1728'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1728'25.6 KM (15.90 MI) WEST FROM WILLOW CREEK.
 LU1728'25.6 KM (15.90 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1728'OF STATE HIGHWAY 96 IN WILLOW CREEK, IN THE NORTHERN 1/3 OF AN
 LU1728'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, ACROSS THE HIGHWAY FROM THE
 LU1728'CENTER OF THE NORTHERN 1/3 OF A HIGHWAY PULLOUT, 55.0 M (180.4 FT)
 LU1728'NORTH OF THE NORTHWEST END OF A GUARDRAIL, 6.1 M (20.0 FT) NORTHEAST
 LU1728'OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 M (4.9 FT) SOUTHEAST OF THE
 LU1728'NORTHWEST END OF THE EXPOSED BEDROCK.
 LU1728'THE MARK IS 0.45 METERS  SE FROM  A WITNESS POST
 LU1728'THE MARK IS 0.5 M ABOVE THE HIGHWAY.
 LU1728
 LU1728                          STATION RECOVERY (2005)
 LU1728
 LU1728'RECOVERY NOTE BY CALTRANS 2005 (REB)
 LU1728'DESIGNATION L 1403 US HWY299 PM 22.76R
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1750 ***********************************************************************
 LU1750  DESIGNATION -  L 1406
 LU1750  PID         -  LU1750
 LU1750  STATE/COUNTY-  CA/HUMBOLDT
 LU1750  USGS QUAD   -  WILLOW CREEK (1979)
 LU1750
 LU1750                         *CURRENT SURVEY CONTROL
 LU1750  ___________________________________________________________________
 LU1750* NAD 83(1986)-  40 56 25.     (N)    123 40 12.     (W)     SCALED    
 LU1750* NAVD 88     -       334.214  (meters)    1096.50   (feet)  ADJUSTED  
 LU1750  ___________________________________________________________________
 LU1750  GEOID HEIGHT-         -28.05  (meters)                     GEOID09
 LU1750  DYNAMIC HT  -         334.039 (meters)    1095.93  (feet)  COMP
 LU1750  MODELED GRAV-     980,090.6   (mgal)                       NAVD 88
 LU1750
 LU1750  VERT ORDER  -  FIRST     CLASS II
 LU1750
 LU1750.The horizontal coordinates were scaled from a topographic map and have
 LU1750.an estimated accuracy of +/- 6 seconds.
 LU1750.
 LU1750.The orthometric height was determined by differential leveling and
 LU1750.adjusted in June 1991.
 LU1750
 LU1750.The geoid height was determined by GEOID09.
 LU1750
 LU1750.The dynamic height is computed by dividing the NAVD 88
 LU1750.geopotential number by the normal gravity value computed on the
 LU1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1750.degrees latitude (g = 980.6199 gals.).
 LU1750
 LU1750.The modeled gravity was interpolated from observed gravity values.
 LU1750
 LU1750;                    North         East    Units  Estimated Accuracy
 LU1750;SPC CA 1     -   679,770.    1,859,390.      MT  (+/- 180 meters Scaled)
 LU1750
 LU1750                          SUPERSEDED SURVEY CONTROL
 LU1750
 LU1750.No superseded survey control is available for this station.
 LU1750
 LU1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL436323(NAD 83)
 LU1750
 LU1750_MARKER: DB = BENCH MARK DISK
 LU1750_SETTING: 66 = SET IN ROCK OUTCROP
 LU1750_SP_SET: BEDROCK
 LU1750_STAMPING: L 1406 1988
 LU1750_MARK LOGO: NGS   
 LU1750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1750+STABILITY: POSITION/ELEVATION WELL
 LU1750
 LU1750  HISTORY     - Date     Condition        Report By
 LU1750  HISTORY     - 1988     MONUMENTED       NGS
 LU1750
 LU1750                          STATION DESCRIPTION
 LU1750
 LU1750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1750'3.8 KM (2.35 MI) WEST FROM WILLOW CREEK.
 LU1750'3.8 KM (2.35 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF
 LU1750'STATE HIGHWAY 96 IN WILLOW CREEK, IN AN EXPOSED AREA OF BEDROCK IN A
 LU1750'HIGHWAY CUT, 32.3 M (106.0 FT) EAST OF A UTILITY POLE, AND 14.6 M
 LU1750'(47.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 LU1750'THE MARK IS 0.8 METERS  SW FROM  A WITNESS POST
 LU1750'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1774 ***********************************************************************
 LU1774  DESIGNATION -  L 1422
 LU1774  PID         -  LU1774
 LU1774  STATE/COUNTY-  CA/TRINITY
 LU1774  USGS QUAD   -  IRONSIDE MTN (1982)
 LU1774
 LU1774                         *CURRENT SURVEY CONTROL
 LU1774  ___________________________________________________________________
 LU1774* NAD 83(1986)-  40 49 42.     (N)    123 29 14.     (W)     SCALED    
 LU1774* NAVD 88     -       444.982  (meters)    1459.91   (feet)  ADJUSTED  
 LU1774  ___________________________________________________________________
 LU1774  GEOID HEIGHT-         -27.60  (meters)                     GEOID09
 LU1774  DYNAMIC HT  -         444.738 (meters)    1459.11  (feet)  COMP
 LU1774  MODELED GRAV-     980,064.0   (mgal)                       NAVD 88
 LU1774
 LU1774  VERT ORDER  -  FIRST     CLASS II
 LU1774
 LU1774.The horizontal coordinates were scaled from a topographic map and have
 LU1774.an estimated accuracy of +/- 6 seconds.
 LU1774.
 LU1774.The orthometric height was determined by differential leveling and
 LU1774.adjusted in June 1991.
 LU1774
 LU1774.The geoid height was determined by GEOID09.
 LU1774
 LU1774.The dynamic height is computed by dividing the NAVD 88
 LU1774.geopotential number by the normal gravity value computed on the
 LU1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1774.degrees latitude (g = 980.6199 gals.).
 LU1774
 LU1774.The modeled gravity was interpolated from observed gravity values.
 LU1774
 LU1774;                    North         East    Units  Estimated Accuracy
 LU1774;SPC CA 1     -   667,070.    1,874,570.      MT  (+/- 180 meters Scaled)
 LU1774
 LU1774                          SUPERSEDED SURVEY CONTROL
 LU1774
 LU1774.No superseded survey control is available for this station.
 LU1774
 LU1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL589198(NAD 83)
 LU1774
 LU1774_MARKER: I = METAL ROD
 LU1774_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1774_SP_SET: STAINLESS STEEL ROD
 LU1774_STAMPING: L 1422 1988
 LU1774_MARK LOGO: NGS   
 LU1774_PROJECTION: FLUSH
 LU1774_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1774+STABILITY: POSITION/ELEVATION WELL
 LU1774_ROD/PIPE-DEPTH: 10.1 meters
 LU1774
 LU1774  HISTORY     - Date     Condition        Report By
 LU1774  HISTORY     - 1988     MONUMENTED       NGS
 LU1774
 LU1774                          STATION DESCRIPTION
 LU1774
 LU1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1774'22.5 KM (14.00 MI) SE FROM WILLOW CREEK.
 LU1774'22.5 KM (14.00 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1774'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, 38.0 M (124.7 FT) WEST
 LU1774'OF THE NORTHWEST CORNER OF BURNT RANCH STORE, 16.8 M (55.1 FT) WEST
 LU1774'OF THE CENTERLINE OF THE HIGHWAY, AND 6.3 M (20.7 FT) SOUTH OF THE
 LU1774'CENTER OF A DRIVEWAY LEADING NORTHWEST. NOTE--ACCESS TO DATUM POINT
 LU1774'IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1774'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 LU1774'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1818 ***********************************************************************
 LU1818  DESIGNATION -  L 1423
 LU1818  PID         -  LU1818
 LU1818  STATE/COUNTY-  CA/TRINITY
 LU1818  USGS QUAD   -  WEAVERVILLE (1982)
 LU1818
 LU1818                         *CURRENT SURVEY CONTROL
 LU1818  ___________________________________________________________________
 LU1818* NAD 83(1986)-  40 44 24.     (N)    122 58 00.     (W)     SCALED    
 LU1818* NAVD 88     -       726.063  (meters)    2382.09   (feet)  ADJUSTED  
 LU1818  ___________________________________________________________________
 LU1818  GEOID HEIGHT-         -26.53  (meters)                     GEOID09
 LU1818  DYNAMIC HT  -         725.606 (meters)    2380.59  (feet)  COMP
 LU1818  MODELED GRAV-     979,972.1   (mgal)                       NAVD 88
 LU1818
 LU1818  VERT ORDER  -  FIRST     CLASS II
 LU1818
 LU1818.The horizontal coordinates were scaled from a topographic map and have
 LU1818.an estimated accuracy of +/- 6 seconds.
 LU1818.
 LU1818.The orthometric height was determined by differential leveling and
 LU1818.adjusted in June 1991.
 LU1818
 LU1818.The geoid height was determined by GEOID09.
 LU1818
 LU1818.The dynamic height is computed by dividing the NAVD 88
 LU1818.geopotential number by the normal gravity value computed on the
 LU1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1818.degrees latitude (g = 980.6199 gals.).
 LU1818
 LU1818.The modeled gravity was interpolated from observed gravity values.
 LU1818
 LU1818;                    North         East    Units  Estimated Accuracy
 LU1818;SPC CA 1     -   656,640.    1,918,360.      MT  (+/- 180 meters Scaled)
 LU1818
 LU1818                          SUPERSEDED SURVEY CONTROL
 LU1818
 LU1818.No superseded survey control is available for this station.
 LU1818
 LU1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL028098(NAD 83)
 LU1818
 LU1818_MARKER: I = METAL ROD
 LU1818_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1818+WITH SETTING: INFORMATION.
 LU1818_SP_SET: SHALLOW-SET METAL ROD
 LU1818_STAMPING: L 1423 1988
 LU1818_MARK LOGO: NGS   
 LU1818_PROJECTION: FLUSH
 LU1818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1818_ROD/PIPE-DEPTH: 2.4  meters
 LU1818
 LU1818  HISTORY     - Date     Condition        Report By
 LU1818  HISTORY     - 1988     MONUMENTED       NGS
 LU1818
 LU1818                          STATION DESCRIPTION
 LU1818
 LU1818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1818'2.7 KM (1.70 MI) NW FROM WEAVERVILLE.
 LU1818'2.7 KM (1.70 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1818'JUNCTION OF STATE HIGHWAY 3 IN WEAVERVILLE, 0.8 KM (0.50 MI)
 LU1818'NORTHWEST OF THE INTERSECTION OF LESLEY LANE, 0.3 KM (0.20 MI)
 LU1818'SOUTHEAST OF THE INTERSECTION OF A DIRT ROAD LEADING NORTH, 12.7 M
 LU1818'(41.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 12.4 M (40.7 FT)
 LU1818'SOUTHEAST OF THE SOUTH END OF CULVERT NUMBER 49.87. NOTE--ACCESS TO
 LU1818'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1818'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 LU1818'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1823 ***********************************************************************
 LU1823  DESIGNATION -  L 1424
 LU1823  PID         -  LU1823
 LU1823  STATE/COUNTY-  CA/TRINITY
 LU1823  USGS QUAD   -  WEAVERVILLE (1982)
 LU1823
 LU1823                         *CURRENT SURVEY CONTROL
 LU1823  ___________________________________________________________________
 LU1823* NAD 83(1986)-  40 42 14.     (N)    122 55 30.     (W)     SCALED    
 LU1823* NAVD 88     -       565.450  (meters)    1855.15   (feet)  ADJUSTED  
 LU1823  ___________________________________________________________________
 LU1823  GEOID HEIGHT-         -26.77  (meters)                     GEOID09
 LU1823  DYNAMIC HT  -         565.113 (meters)    1854.04  (feet)  COMP
 LU1823  MODELED GRAV-     980,012.6   (mgal)                       NAVD 88
 LU1823
 LU1823  VERT ORDER  -  FIRST     CLASS II
 LU1823
 LU1823.The horizontal coordinates were scaled from a topographic map and have
 LU1823.an estimated accuracy of +/- 6 seconds.
 LU1823.
 LU1823.The orthometric height was determined by differential leveling and
 LU1823.adjusted in June 1991.
 LU1823
 LU1823.The geoid height was determined by GEOID09.
 LU1823
 LU1823.The dynamic height is computed by dividing the NAVD 88
 LU1823.geopotential number by the normal gravity value computed on the
 LU1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1823.degrees latitude (g = 980.6199 gals.).
 LU1823
 LU1823.The modeled gravity was interpolated from observed gravity values.
 LU1823
 LU1823;                    North         East    Units  Estimated Accuracy
 LU1823;SPC CA 1     -   652,600.    1,921,840.      MT  (+/- 180 meters Scaled)
 LU1823
 LU1823                          SUPERSEDED SURVEY CONTROL
 LU1823
 LU1823.No superseded survey control is available for this station.
 LU1823
 LU1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL063058(NAD 83)
 LU1823
 LU1823_MARKER: I = METAL ROD
 LU1823_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1823+WITH SETTING: INFORMATION.
 LU1823_SP_SET: SHALLOW-SET METAL ROD
 LU1823_STAMPING: L 1424 1988
 LU1823_MARK LOGO: NGS   
 LU1823_PROJECTION: FLUSH
 LU1823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1823_ROD/PIPE-DEPTH: 1.9  meters
 LU1823
 LU1823  HISTORY     - Date     Condition        Report By
 LU1823  HISTORY     - 1988     MONUMENTED       NGS
 LU1823
 LU1823                          STATION DESCRIPTION
 LU1823
 LU1823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1823'3.7 KM (2.30 MI) EAST FROM WEAVERVILLE.
 LU1823'3.7 KM (2.30 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF
 LU1823'STATE HIGHWAY 3 IN WEAVERVILLE, 1.6 KM (1.00 MI) SOUTH OF THE
 LU1823'INTERSECTION OF RANSMON ROAD, 0.6 KM (0.35 MI) NORTH OF GABLES STEAK
 LU1823'RESTURANT, 10.2 M (33.5 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 LU1823'6.0 M (19.7 FT) NORTHEAST OF THE EAST END OF DRAIN PIPE NUMBER 53.97,
 LU1823'AND 2.9 M (9.5 FT) EAST OF THE EXTENDED CENTER OF AN ABANDONED
 LU1823'HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LU1823'CAP.
 LU1823'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 LU1823'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1848 ***********************************************************************
 LU1848  DESIGNATION -  L 1425
 LU1848  PID         -  LU1848
 LU1848  STATE/COUNTY-  CA/SHASTA
 LU1848  USGS QUAD   -  FRENCH GULCH (1979)
 LU1848
 LU1848                         *CURRENT SURVEY CONTROL
 LU1848  ___________________________________________________________________
 LU1848* NAD 83(1986)-  40 38 33.     (N)    122 43 37.     (W)     SCALED    
 LU1848* NAVD 88     -       916.468  (meters)    3006.78   (feet)  ADJUSTED  
 LU1848  ___________________________________________________________________
 LU1848  GEOID HEIGHT-         -26.80  (meters)                     GEOID09
 LU1848  DYNAMIC HT  -         915.872 (meters)    3004.82  (feet)  COMP
 LU1848  MODELED GRAV-     979,942.7   (mgal)                       NAVD 88
 LU1848
 LU1848  VERT ORDER  -  FIRST     CLASS II
 LU1848
 LU1848.The horizontal coordinates were scaled from a topographic map and have
 LU1848.an estimated accuracy of +/- 6 seconds.
 LU1848.
 LU1848.The orthometric height was determined by differential leveling and
 LU1848.adjusted in June 1991.
 LU1848
 LU1848.The geoid height was determined by GEOID09.
 LU1848
 LU1848.The dynamic height is computed by dividing the NAVD 88
 LU1848.geopotential number by the normal gravity value computed on the
 LU1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1848.degrees latitude (g = 980.6199 gals.).
 LU1848
 LU1848.The modeled gravity was interpolated from observed gravity values.
 LU1848
 LU1848;                    North         East    Units  Estimated Accuracy
 LU1848;SPC CA 1     -   645,620.    1,938,520.      MT  (+/- 180 meters Scaled)
 LU1848
 LU1848                          SUPERSEDED SURVEY CONTROL
 LU1848
 LU1848.No superseded survey control is available for this station.
 LU1848
 LU1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK230991(NAD 83)
 LU1848
 LU1848_MARKER: I = METAL ROD
 LU1848_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1848_SP_SET: STAINLESS STEEL ROD
 LU1848_STAMPING: L 1425 1988
 LU1848_MARK LOGO: NGS   
 LU1848_PROJECTION: FLUSH
 LU1848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1848+STABILITY: POSITION/ELEVATION WELL
 LU1848_ROD/PIPE-DEPTH: 4.8  meters
 LU1848
 LU1848  HISTORY     - Date     Condition        Report By
 LU1848  HISTORY     - 1988     MONUMENTED       NGS
 LU1848
 LU1848                          STATION DESCRIPTION
 LU1848
 LU1848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1848'34.3 KM (21.30 MI) SE FROM WEAVERVILLE.
 LU1848'34.3 KM (21.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM ITS
 LU1848'JUNCTION WITH STATE HIGHWAY 3 IN WEAVERVILLE, 1.3 KM (0.80 MI)
 LU1848'NORTHEAST OF THE BUCKHORN SUMMIT AND THE SHASTA-TRINTY COUNTY LINE,
 LU1848'17.7 M (58.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 13.8 M
 LU1848'(45.3 FT) NORTHWEST OF THE CENTER OF A CATCH BASIN. NOTE--ACCESS TO
 LU1848'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1848'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 LU1848'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1868 ***********************************************************************
 LU1868  DESIGNATION -  L 1429
 LU1868  PID         -  LU1868
 LU1868  STATE/COUNTY-  CA/SHASTA
 LU1868  USGS QUAD   -  REDDING (1969)
 LU1868
 LU1868                         *CURRENT SURVEY CONTROL
 LU1868  ___________________________________________________________________
 LU1868* NAD 83(1986)-  40 35 32.     (N)    122 29 03.     (W)     SCALED    
 LU1868* NAVD 88     -       278.007  (meters)     912.09   (feet)  ADJUSTED  
 LU1868  ___________________________________________________________________
 LU1868  GEOID HEIGHT-         -27.41  (meters)                     GEOID09
 LU1868  DYNAMIC HT  -         277.860 (meters)     911.61  (feet)  COMP
 LU1868  MODELED GRAV-     980,090.0   (mgal)                       NAVD 88
 LU1868
 LU1868  VERT ORDER  -  FIRST     CLASS II
 LU1868
 LU1868.The horizontal coordinates were scaled from a topographic map and have
 LU1868.an estimated accuracy of +/- 6 seconds.
 LU1868.
 LU1868.The orthometric height was determined by differential leveling and
 LU1868.adjusted in June 1991.
 LU1868
 LU1868.The geoid height was determined by GEOID09.
 LU1868
 LU1868.The dynamic height is computed by dividing the NAVD 88
 LU1868.geopotential number by the normal gravity value computed on the
 LU1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1868.degrees latitude (g = 980.6199 gals.).
 LU1868
 LU1868.The modeled gravity was interpolated from observed gravity values.
 LU1868
 LU1868;                    North         East    Units  Estimated Accuracy
 LU1868;SPC CA 1     -   639,900.    1,959,020.      MT  (+/- 180 meters Scaled)
 LU1868
 LU1868                          SUPERSEDED SURVEY CONTROL
 LU1868
 LU1868.No superseded survey control is available for this station.
 LU1868
 LU1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK436936(NAD 83)
 LU1868
 LU1868_MARKER: DB = BENCH MARK DISK
 LU1868_SETTING: 66 = SET IN ROCK OUTCROP
 LU1868_SP_SET: BEDROCK
 LU1868_STAMPING: L 1429 1988
 LU1868_MARK LOGO: NGS   
 LU1868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1868+STABILITY: POSITION/ELEVATION WELL
 LU1868_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1868+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1868
 LU1868  HISTORY     - Date     Condition        Report By
 LU1868  HISTORY     - 1988     MONUMENTED       NGS
 LU1868  HISTORY     - 20030910 GOOD             CADT
 LU1868
 LU1868                          STATION DESCRIPTION
 LU1868
 LU1868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1868'8.1 KM (5.05 MI) WEST FROM REDDING.
 LU1868'8.1 KM (5.05 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1868'WITH CALIFORNIA STREET IN REDDING, IN AN EXPOSED AREA OF BEDROCK IN A
 LU1868'HIGHWAY CUT, 69.2 M (227.0 FT) NORTHWEST OF THE CENTER OF A DRIVEWAY,
 LU1868'66.9 M (219.5 FT) SOUTHEAST OF THE CENTER OF MIDDLE CREEK ROAD, AND
 LU1868'8.5 M (27.9 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LU1868'THE MARK IS 0.3 METERS  NW FROM  A WITNESS POST
 LU1868'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
 LU1868
 LU1868                          STATION RECOVERY (2003)
 LU1868
 LU1868'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LV0338 ***********************************************************************
 LV0338  DESIGNATION -  L 75
 LV0338  PID         -  LV0338
 LV0338  STATE/COUNTY-  CA/HUMBOLDT
 LV0338  USGS QUAD   -  ARCATA NORTH (1972)
 LV0338
 LV0338                         *CURRENT SURVEY CONTROL
 LV0338  ___________________________________________________________________
 LV0338* NAD 83(1986)-  40 54 34.     (N)    124 03 39.     (W)     SCALED    
 LV0338* NAVD 88     -        18.978  (meters)      62.26   (feet)  ADJUSTED  
 LV0338  ___________________________________________________________________
 LV0338  GEOID HEIGHT-         -29.98  (meters)                     GEOID09
 LV0338  DYNAMIC HT  -          18.971 (meters)      62.24  (feet)  COMP
 LV0338  MODELED GRAV-     980,213.6   (mgal)                       NAVD 88
 LV0338
 LV0338  VERT ORDER  -  FIRST     CLASS II
 LV0338
 LV0338.The horizontal coordinates were scaled from a topographic map and have
 LV0338.an estimated accuracy of +/- 6 seconds.
 LV0338.
 LV0338.The orthometric height was determined by differential leveling and
 LV0338.adjusted in June 1991.
 LV0338
 LV0338.The geoid height was determined by GEOID09.
 LV0338
 LV0338.The dynamic height is computed by dividing the NAVD 88
 LV0338.geopotential number by the normal gravity value computed on the
 LV0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LV0338.degrees latitude (g = 980.6199 gals.).
 LV0338
 LV0338.The modeled gravity was interpolated from observed gravity values.
 LV0338
 LV0338;                    North         East    Units  Estimated Accuracy
 LV0338;SPC CA 1     -   677,050.    1,826,410.      MT  (+/- 180 meters Scaled)
 LV0338
 LV0338                          SUPERSEDED SURVEY CONTROL
 LV0338
 LV0338  NGVD 29 (12/02/92)   17.956  (m)           58.91   (f) ADJUSTED    1 2
 LV0338
 LV0338.Superseded values are not recommended for survey control.
 LV0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LV0338.See file dsdata.txt to determine how the superseded data were derived.
 LV0338
 LV0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL106292(NAD 83)
 LV0338
 LV0338_MARKER: DB = BENCH MARK DISK
 LV0338_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LV0338_SP_SET: PIER
 LV0338_STAMPING: L 75 1931 58.373
 LV0338_MARK LOGO: CGS   
 LV0338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LV0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LV0338+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2008
 LV0338
 LV0338  HISTORY     - Date     Condition        Report By
 LV0338  HISTORY     - 1931     MONUMENTED       CGS
 LV0338  HISTORY     - 1935     GOOD             CGS
 LV0338  HISTORY     - 1962     GOOD             CGS
 LV0338  HISTORY     - 1988     GOOD             NGS
 LV0338  HISTORY     - 20030824 GOOD             ORBITE
 LV0338  HISTORY     - 20080624 GOOD             CADT
 LV0338
 LV0338                          STATION DESCRIPTION
 LV0338
 LV0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LV0338'3.4 MI NE FROM ARCATA.
 LV0338'1.6 MILES NORTH ALONG U.S. HIGHWAY 101 FROM ARCATA, HUMBOLDT
 LV0338'COUNTY, THENCE 1.8 MILES NORTHEAST ALONG U.S. HIGHWAY 299, 150
 LV0338'FEET SOUTH OF THE HIGHWAY BRIDGE OVER MAD RIVER, 30 FEET
 LV0338'SOUTHEAST OF THE NORTH END OF THE RAILROAD BRIDGE, AT A
 LV0338'DEMOLISHED BRIDGE ON THE HIGHWAY, AND IN THE TOP OF A CONCRETE
 LV0338'PIER.  A STANDARD DISK, STAMPED 58.373 L 75 1931.
 LV0338
 LV0338                          STATION RECOVERY (1962)
 LV0338
 LV0338'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 LV0338'RECOVERED IN GOOD CONDITION.
 LV0338
 LV0338                          STATION RECOVERY (1988)
 LV0338
 LV0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LV0338'RECOVERED IN GOOD CONDITION.  A NEW TO DESCRIPTION FOLLOWS.  2.7 KM
 LV0338'(1.70 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF U.S.
 LV0338'HIGHWAY 101 IN ARCATA, IN TOP OF AND 0.2 M (0.7 FT) SOUTHEAST OF THE
 LV0338'NORTHWEST END OF THE MOST NORTHWESTERLY 1 OF 2 ABANDONED BRIDGE PIERS
 LV0338'SUPPORTING THE EAST END OF A CABLE CROSSING THE MAD RIVER, 50.5 M
 LV0338'(165.7 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 2.0 M (6.6 FT)
 LV0338'SOUTHWEST OF THE SOUTHEAST CORNER OF AN 8 BY 8 FOOT BUILDING HOUSEING
 LV0338'AN USGS GAGEING STATION.
 LV0338'THE MARK IS 1.3 M ABOVE THE GROUND.
 LV0338
 LV0338                          STATION RECOVERY (2003)
 LV0338
 LV0338'RECOVERY NOTE BY ORBITECH INC 2003 (SHG)
 LV0338'RECOVERED IN GOOD CONDITION.
 LV0338
 LV0338                          STATION RECOVERY (2008)
 LV0338
 LV0338'RECOVERY NOTE BY CALTRANS 2008 (REB)
 LV0338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1705 ***********************************************************************
 LU1705  DESIGNATION -  M 1402
 LU1705  PID         -  LU1705
 LU1705  STATE/COUNTY-  CA/HUMBOLDT
 LU1705  USGS QUAD   -  BLUE LAKE (1979)
 LU1705
 LU1705                         *CURRENT SURVEY CONTROL
 LU1705  ___________________________________________________________________
 LU1705* NAD 83(1986)-  40 53 04.     (N)    123 57 41.     (W)     SCALED    
 LU1705* NAVD 88     -       177.696  (meters)     582.99   (feet)  ADJUSTED  
 LU1705  ___________________________________________________________________
 LU1705  GEOID HEIGHT-         -29.47  (meters)                     GEOID09
 LU1705  DYNAMIC HT  -         177.613 (meters)     582.72  (feet)  COMP
 LU1705  MODELED GRAV-     980,158.0   (mgal)                       NAVD 88
 LU1705
 LU1705  VERT ORDER  -  FIRST     CLASS II
 LU1705
 LU1705.The horizontal coordinates were scaled from a topographic map and have
 LU1705.an estimated accuracy of +/- 6 seconds.
 LU1705.
 LU1705.The orthometric height was determined by differential leveling and
 LU1705.adjusted in June 1991.
 LU1705
 LU1705.The geoid height was determined by GEOID09.
 LU1705
 LU1705.The dynamic height is computed by dividing the NAVD 88
 LU1705.geopotential number by the normal gravity value computed on the
 LU1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1705.degrees latitude (g = 980.6199 gals.).
 LU1705
 LU1705.The modeled gravity was interpolated from observed gravity values.
 LU1705
 LU1705;                    North         East    Units  Estimated Accuracy
 LU1705;SPC CA 1     -   674,080.    1,834,720.      MT  (+/- 180 meters Scaled)
 LU1705
 LU1705                          SUPERSEDED SURVEY CONTROL
 LU1705
 LU1705  NGVD 29 (12/02/92)  176.681  (m)          579.66   (f) ADJUSTED    1 2
 LU1705
 LU1705.Superseded values are not recommended for survey control.
 LU1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1705.See file dsdata.txt to determine how the superseded data were derived.
 LU1705
 LU1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL190263(NAD 83)
 LU1705
 LU1705_MARKER: DB = BENCH MARK DISK
 LU1705_SETTING: 66 = SET IN ROCK OUTCROP
 LU1705_SP_SET: BEDROCK
 LU1705_STAMPING: M 1402 1988
 LU1705_MARK LOGO: NGS   
 LU1705_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1705+STABILITY: POSITION/ELEVATION WELL
 LU1705
 LU1705  HISTORY     - Date     Condition        Report By
 LU1705  HISTORY     - 1988     MONUMENTED       NGS
 LU1705
 LU1705                          STATION DESCRIPTION
 LU1705
 LU1705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1705'12.1 KM (7.50 MI) EAST FROM ARCATA.
 LU1705'12.1 KM (7.50 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1705'OF U.S. HIGHWAY 101 IN ARCATA, 0.5 KM (0.30 MI) EAST OF THE
 LU1705'INTERSECTION OF BLUE LAKE BOULEVARD, 103.0 M (337.9 FT) EAST OF THE
 LU1705'SOUTHEAST CORNER OF A SCALE HOUSE, 49.0 M (160.8 FT) WEST OF A METAL
 LU1705'UTILITY POLE WITH STREET LAMP ATTACHED, 21.0 M (68.9 FT) NORTH OF THE
 LU1705'CENTERLINE OF THE HIGHWAY, AND 5.7 M (18.7 FT) NORTH OF THE CENTER OF
 LU1705'A ROAD LEADING TO THE SCALES.
 LU1705'THE MARK IS 0.5 METERS  WSW FROM  A WITNESS POST
 LU1705'THE MARK IS 0.9 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1729 ***********************************************************************
 LU1729  DESIGNATION -  M 1403
 LU1729  PID         -  LU1729
 LU1729  STATE/COUNTY-  CA/HUMBOLDT
 LU1729  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1729
 LU1729                         *CURRENT SURVEY CONTROL
 LU1729  ___________________________________________________________________
 LU1729* NAD 83(1986)-  40 54 45.     (N)    123 48 29.     (W)     SCALED    
 LU1729* NAVD 88     -       407.377  (meters)    1336.54   (feet)  ADJUSTED  
 LU1729  ___________________________________________________________________
 LU1729  GEOID HEIGHT-         -28.61  (meters)                     GEOID09
 LU1729  DYNAMIC HT  -         407.169 (meters)    1335.85  (feet)  COMP
 LU1729  MODELED GRAV-     980,101.9   (mgal)                       NAVD 88
 LU1729
 LU1729  VERT ORDER  -  FIRST     CLASS II
 LU1729
 LU1729.The horizontal coordinates were scaled from a topographic map and have
 LU1729.an estimated accuracy of +/- 6 seconds.
 LU1729.
 LU1729.The orthometric height was determined by differential leveling and
 LU1729.adjusted in June 1991.
 LU1729
 LU1729.The geoid height was determined by GEOID09.
 LU1729
 LU1729.The dynamic height is computed by dividing the NAVD 88
 LU1729.geopotential number by the normal gravity value computed on the
 LU1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1729.degrees latitude (g = 980.6199 gals.).
 LU1729
 LU1729.The modeled gravity was interpolated from observed gravity values.
 LU1729
 LU1729;                    North         East    Units  Estimated Accuracy
 LU1729;SPC CA 1     -   676,920.    1,847,710.      MT  (+/- 180 meters Scaled)
 LU1729
 LU1729                          SUPERSEDED SURVEY CONTROL
 LU1729
 LU1729.No superseded survey control is available for this station.
 LU1729
 LU1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL319293(NAD 83)
 LU1729
 LU1729_MARKER: DB = BENCH MARK DISK
 LU1729_SETTING: 66 = SET IN ROCK OUTCROP
 LU1729_SP_SET: BEDROCK
 LU1729_STAMPING: M 1403 1988
 LU1729_MARK LOGO: NGS   
 LU1729_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1729+STABILITY: POSITION/ELEVATION WELL
 LU1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1729+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 LU1729
 LU1729  HISTORY     - Date     Condition        Report By
 LU1729  HISTORY     - 1988     MONUMENTED       NGS
 LU1729  HISTORY     - 20050608 GOOD             CADT
 LU1729
 LU1729                          STATION DESCRIPTION
 LU1729
 LU1729'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1729'24.7 KM (15.35 MI) WEST FROM WILLOW CREEK.
 LU1729'24.7 KM (15.35 MI)WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1729'OF STATE HIGHWAY 96 IN WILLOW CREEK, IN AN EXPOSED AREA OF BEDROCK IN
 LU1729'A HIGHWAY CUT, 1.9 KM (1.20 MI) SOUTHWEST OF THE INTERSECTION OF
 LU1729'CHEZEM ROAD, ON THE INSIDE OF A CURVE, AND 11.0 M (36.1 FT) SOUTHEAST
 LU1729'OF THE CENTERLINE OF THE HIGHWAY.
 LU1729'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST
 LU1729'THE MARK IS 2.2 M ABOVE THE HIGHWAY.
 LU1729
 LU1729                          STATION RECOVERY (2005)
 LU1729
 LU1729'RECOVERY NOTE BY CALTRANS 2005 (REB)
 LU1729'DESIGNATION M 1403 US HWY299 PM 23.45R
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1751 ***********************************************************************
 LU1751  DESIGNATION -  M 1406
 LU1751  PID         -  LU1751
 LU1751  STATE/COUNTY-  CA/HUMBOLDT
 LU1751  USGS QUAD   -  WILLOW CREEK (1979)
 LU1751
 LU1751                         *CURRENT SURVEY CONTROL
 LU1751  ___________________________________________________________________
 LU1751* NAD 83(1986)-  40 56 39.     (N)    123 39 35.     (W)     SCALED    
 LU1751* NAVD 88     -       279.258  (meters)     916.20   (feet)  ADJUSTED  
 LU1751  ___________________________________________________________________
 LU1751  GEOID HEIGHT-         -28.03  (meters)                     GEOID09
 LU1751  DYNAMIC HT  -         279.116 (meters)     915.73  (feet)  COMP
 LU1751  MODELED GRAV-     980,108.2   (mgal)                       NAVD 88
 LU1751
 LU1751  VERT ORDER  -  FIRST     CLASS II
 LU1751
 LU1751.The horizontal coordinates were scaled from a topographic map and have
 LU1751.an estimated accuracy of +/- 6 seconds.
 LU1751.
 LU1751.The orthometric height was determined by differential leveling and
 LU1751.adjusted in June 1991.
 LU1751
 LU1751.The geoid height was determined by GEOID09.
 LU1751
 LU1751.The dynamic height is computed by dividing the NAVD 88
 LU1751.geopotential number by the normal gravity value computed on the
 LU1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1751.degrees latitude (g = 980.6199 gals.).
 LU1751
 LU1751.The modeled gravity was interpolated from observed gravity values.
 LU1751
 LU1751;                    North         East    Units  Estimated Accuracy
 LU1751;SPC CA 1     -   680,190.    1,860,260.      MT  (+/- 180 meters Scaled)
 LU1751
 LU1751                          SUPERSEDED SURVEY CONTROL
 LU1751
 LU1751.No superseded survey control is available for this station.
 LU1751
 LU1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL444327(NAD 83)
 LU1751
 LU1751_MARKER: I = METAL ROD
 LU1751_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1751_SP_SET: STAINLESS STEEL ROD
 LU1751_STAMPING: M 1406 1988
 LU1751_MARK LOGO: NGS   
 LU1751_PROJECTION: FLUSH
 LU1751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1751+STABILITY: POSITION/ELEVATION WELL
 LU1751_ROD/PIPE-DEPTH: 8.0  meters
 LU1751
 LU1751  HISTORY     - Date     Condition        Report By
 LU1751  HISTORY     - 1988     MONUMENTED       NGS
 LU1751
 LU1751                          STATION DESCRIPTION
 LU1751
 LU1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1751'2.8 KM (1.75 MI) WEST FROM WILLOW CREEK.
 LU1751'2.8 KM (1.75 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF
 LU1751'STATE HIGHWAY 96 IN WILLOW CREEK, 0.1 KM (0.05 MI) WEST OF THE
 LU1751'ENTRANCE INTO THE BOISE CREEK CAMPGROUND, 28.0 M (91.9 FT) WEST OF
 LU1751'THE CENTER OF CATCH BASIN NUMBER 37.18, AND 19.0 M (62.3 FT) SOUTH OF
 LU1751'THE CENTER OF THE HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 LU1751'A 5-INCH LOGO CAP.
 LU1751'THE MARK IS 0.1 METERS  N FROM  A WITNESS POST
 LU1751'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1775 ***********************************************************************
 LU1775  DESIGNATION -  M 1422
 LU1775  PID         -  LU1775
 LU1775  STATE/COUNTY-  CA/TRINITY
 LU1775  USGS QUAD   -  IRONSIDE MTN (1982)
 LU1775
 LU1775                         *CURRENT SURVEY CONTROL
 LU1775  ___________________________________________________________________
 LU1775* NAD 83(1986)-  40 49 08.     (N)    123 28 50.     (W)     SCALED    
 LU1775* NAVD 88     -       414.912  (meters)    1361.26   (feet)  ADJUSTED  
 LU1775  ___________________________________________________________________
 LU1775  GEOID HEIGHT-         -27.59  (meters)                     GEOID09
 LU1775  DYNAMIC HT  -         414.675 (meters)    1360.48  (feet)  COMP
 LU1775  MODELED GRAV-     980,042.3   (mgal)                       NAVD 88
 LU1775
 LU1775  VERT ORDER  -  FIRST     CLASS II
 LU1775
 LU1775.The horizontal coordinates were scaled from a topographic map and have
 LU1775.an estimated accuracy of +/- 6 seconds.
 LU1775.
 LU1775.The orthometric height was determined by differential leveling and
 LU1775.adjusted in June 1991.
 LU1775
 LU1775.The geoid height was determined by GEOID09.
 LU1775
 LU1775.The dynamic height is computed by dividing the NAVD 88
 LU1775.geopotential number by the normal gravity value computed on the
 LU1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1775.degrees latitude (g = 980.6199 gals.).
 LU1775
 LU1775.The modeled gravity was interpolated from observed gravity values.
 LU1775
 LU1775;                    North         East    Units  Estimated Accuracy
 LU1775;SPC CA 1     -   666,010.    1,875,110.      MT  (+/- 180 meters Scaled)
 LU1775
 LU1775                          SUPERSEDED SURVEY CONTROL
 LU1775
 LU1775.No superseded survey control is available for this station.
 LU1775
 LU1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL594187(NAD 83)
 LU1775
 LU1775_MARKER: DB = BENCH MARK DISK
 LU1775_SETTING: 66 = SET IN ROCK OUTCROP
 LU1775_SP_SET: BEDROCK
 LU1775_STAMPING: M 1422 1988
 LU1775_MARK LOGO: NGS   
 LU1775_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1775+STABILITY: POSITION/ELEVATION WELL
 LU1775
 LU1775  HISTORY     - Date     Condition        Report By
 LU1775  HISTORY     - 1988     MONUMENTED       NGS
 LU1775
 LU1775                          STATION DESCRIPTION
 LU1775
 LU1775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1775'23.9 KM (14.85 MI) SE FROM WILLOW CREEK.
 LU1775'23.9 KM (14.85 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1775'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, IN AN EXPOSED AREA OF
 LU1775'BEDROCK IN A HIGHWAY CUT, 0.4 KM (0.25 MI) SOUTH OF THE SMALL
 LU1775'COMMUNITY OF HENNESSY, 31.0 M (101.7 FT) NORTHWEST OF THE CENTER OF
 LU1775'CATCH BASIN NUMBER 10.73, AND 7.1 M (23.3 FT) SOUTHWEST OF THE
 LU1775'CENTERLINE OF THE HIGHWAY.
 LU1775'THE MARK IS 0.8 METERS  SSE FROM  A WITNESS POST
 LU1775'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1816 ***********************************************************************
 LU1816  DESIGNATION -  M 1423
 LU1816  PID         -  LU1816
 LU1816  STATE/COUNTY-  CA/TRINITY
 LU1816  USGS QUAD   -  WEAVERVILLE (1982)
 LU1816
 LU1816                         *CURRENT SURVEY CONTROL
 LU1816  ___________________________________________________________________
 LU1816* NAD 83(1986)-  40 44 32.     (N)    122 58 37.     (W)     SCALED    
 LU1816* NAVD 88     -       832.785  (meters)    2732.23   (feet)  ADJUSTED  
 LU1816  ___________________________________________________________________
 LU1816  GEOID HEIGHT-         -26.51  (meters)                     GEOID09
 LU1816  DYNAMIC HT  -         832.244 (meters)    2730.45  (feet)  COMP
 LU1816  MODELED GRAV-     979,948.3   (mgal)                       NAVD 88
 LU1816
 LU1816  VERT ORDER  -  FIRST     CLASS II
 LU1816
 LU1816.The horizontal coordinates were scaled from a topographic map and have
 LU1816.an estimated accuracy of +/- 6 seconds.
 LU1816.
 LU1816.The orthometric height was determined by differential leveling and
 LU1816.adjusted in June 1991.
 LU1816
 LU1816.The geoid height was determined by GEOID09.
 LU1816
 LU1816.The dynamic height is computed by dividing the NAVD 88
 LU1816.geopotential number by the normal gravity value computed on the
 LU1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1816.degrees latitude (g = 980.6199 gals.).
 LU1816
 LU1816.The modeled gravity was interpolated from observed gravity values.
 LU1816
 LU1816;                    North         East    Units  Estimated Accuracy
 LU1816;SPC CA 1     -   656,900.    1,917,500.      MT  (+/- 180 meters Scaled)
 LU1816
 LU1816                          SUPERSEDED SURVEY CONTROL
 LU1816
 LU1816.No superseded survey control is available for this station.
 LU1816
 LU1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL019101(NAD 83)
 LU1816
 LU1816_MARKER: I = METAL ROD
 LU1816_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1816_SP_SET: STAINLESS STEEL ROD
 LU1816_STAMPING: M 1423 1988
 LU1816_MARK LOGO: NGS   
 LU1816_PROJECTION: FLUSH
 LU1816_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1816+STABILITY: POSITION/ELEVATION WELL
 LU1816_ROD/PIPE-DEPTH: 6.7  meters
 LU1816
 LU1816  HISTORY     - Date     Condition        Report By
 LU1816  HISTORY     - 1988     MONUMENTED       NGS
 LU1816
 LU1816                          STATION DESCRIPTION
 LU1816
 LU1816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1816'4.4 KM (2.75 MI) NW FROM WEAVERVILLE.
 LU1816'4.4 KM (2.75 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1816'JUNCTION OF STATE HIGHWAY 3 IN WEAVERVILLE, 41.2 M (135.2 FT)
 LU1816'SOUTHWEST OF THE CENTER OF A CATCH BASIN, 20.6 M (67.6 FT) NORTHEAST
 LU1816'OF THE CENTER OF OREGON SPRINGS ROAD, 15.4 M (50.5 FT) NORTHWEST OF
 LU1816'THE CENTERLINE OF THE HIGHWAY, AND 3.1 M (10.2 FT) NORTHEAST OF A
 LU1816'36-INCH PINE TREE.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LU1816'5-INCH LOGO CAP.
 LU1816'THE MARK IS 0.2 METERS  SSE FROM  A WITNESS POST
 LU1816'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1825 ***********************************************************************
 LU1825  DESIGNATION -  M 1424
 LU1825  PID         -  LU1825
 LU1825  STATE/COUNTY-  CA/TRINITY
 LU1825  USGS QUAD   -  WEAVERVILLE (1982)
 LU1825
 LU1825                         *CURRENT SURVEY CONTROL
 LU1825  ___________________________________________________________________
 LU1825* NAD 83(1986)-  40 40 54.     (N)    122 56 14.     (W)     SCALED    
 LU1825* NAVD 88     -       535.941  (meters)    1758.33   (feet)  ADJUSTED  
 LU1825  ___________________________________________________________________
 LU1825  GEOID HEIGHT-         -26.87  (meters)                     GEOID09
 LU1825  DYNAMIC HT  -         535.625 (meters)    1757.30  (feet)  COMP
 LU1825  MODELED GRAV-     980,018.8   (mgal)                       NAVD 88
 LU1825
 LU1825  VERT ORDER  -  FIRST     CLASS II
 LU1825
 LU1825.The horizontal coordinates were scaled from a topographic map and have
 LU1825.an estimated accuracy of +/- 6 seconds.
 LU1825.
 LU1825.The orthometric height was determined by differential leveling and
 LU1825.adjusted in June 1991.
 LU1825
 LU1825.The geoid height was determined by GEOID09.
 LU1825
 LU1825.The dynamic height is computed by dividing the NAVD 88
 LU1825.geopotential number by the normal gravity value computed on the
 LU1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1825.degrees latitude (g = 980.6199 gals.).
 LU1825
 LU1825.The modeled gravity was interpolated from observed gravity values.
 LU1825
 LU1825;                    North         East    Units  Estimated Accuracy
 LU1825;SPC CA 1     -   650,140.    1,920,780.      MT  (+/- 180 meters Scaled)
 LU1825
 LU1825                          SUPERSEDED SURVEY CONTROL
 LU1825
 LU1825.No superseded survey control is available for this station.
 LU1825
 LU1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL053034(NAD 83)
 LU1825
 LU1825_MARKER: DB = BENCH MARK DISK
 LU1825_SETTING: 66 = SET IN ROCK OUTCROP
 LU1825_SP_SET: BEDROCK
 LU1825_STAMPING: M 1424 1988
 LU1825_MARK LOGO: NGS   
 LU1825_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1825+STABILITY: POSITION/ELEVATION WELL
 LU1825
 LU1825  HISTORY     - Date     Condition        Report By
 LU1825  HISTORY     - 1988     MONUMENTED       NGS
 LU1825
 LU1825                          STATION DESCRIPTION
 LU1825
 LU1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1825'6.5 KM (4.05 MI) EAST FROM WEAVERVILLE.
 LU1825'6.5 KM (4.05 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF
 LU1825'STATE HIGHWAY 3 IN WEAVERVILLE, IN AN EXPOSED AREA OF BEDROCK IN A
 LU1825'HIGHWAY CUT, 1.8 KM (1.10 MI) SOUTH OF THE INTERSECTION OF LITTLE
 LU1825'BROWN CREEK ROAD, 109.7 M (359.9 FT) NORTHEAST OF THE CENTER OF A
 LU1825'DRIVEWAY LEADING SOUTHWEST TO THE LORENZ RESIDENCE, 17.4 M (57.1 FT)
 LU1825'NORTHEAST OF THE SOUTHWEST END OF THE EXPOSED BEDROCK, AND 7.2 M
 LU1825'(23.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 LU1825'THE MARK IS 2.3 METERS  SW FROM  A WITNESS POST
 LU1825'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1849 ***********************************************************************
 LU1849  DESIGNATION -  M 1425
 LU1849  PID         -  LU1849
 LU1849  STATE/COUNTY-  CA/SHASTA
 LU1849  USGS QUAD   -  FRENCH GULCH (1979)
 LU1849
 LU1849                         *CURRENT SURVEY CONTROL
 LU1849  ___________________________________________________________________
 LU1849* NAD 83(1986)-  40 38 53.     (N)    122 42 50.     (W)     SCALED    
 LU1849* NAVD 88     -       826.208  (meters)    2710.65   (feet)  ADJUSTED  
 LU1849  ___________________________________________________________________
 LU1849  GEOID HEIGHT-         -26.81  (meters)                     GEOID09
 LU1849  DYNAMIC HT  -         825.686 (meters)    2708.94  (feet)  COMP
 LU1849  MODELED GRAV-     979,964.8   (mgal)                       NAVD 88
 LU1849
 LU1849  VERT ORDER  -  FIRST     CLASS II
 LU1849
 LU1849.The horizontal coordinates were scaled from a topographic map and have
 LU1849.an estimated accuracy of +/- 6 seconds.
 LU1849.
 LU1849.The orthometric height was determined by differential leveling and
 LU1849.adjusted in June 1991.
 LU1849
 LU1849.The geoid height was determined by GEOID09.
 LU1849
 LU1849.The dynamic height is computed by dividing the NAVD 88
 LU1849.geopotential number by the normal gravity value computed on the
 LU1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1849.degrees latitude (g = 980.6199 gals.).
 LU1849
 LU1849.The modeled gravity was interpolated from observed gravity values.
 LU1849
 LU1849;                    North         East    Units  Estimated Accuracy
 LU1849;SPC CA 1     -   646,230.    1,939,630.      MT  (+/- 180 meters Scaled)
 LU1849
 LU1849                          SUPERSEDED SURVEY CONTROL
 LU1849
 LU1849.No superseded survey control is available for this station.
 LU1849
 LU1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK241997(NAD 83)
 LU1849
 LU1849_MARKER: I = METAL ROD
 LU1849_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1849_SP_SET: STAINLESS STEEL ROD
 LU1849_STAMPING: M 1425 1988
 LU1849_MARK LOGO: NGS   
 LU1849_PROJECTION: FLUSH
 LU1849_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1849+STABILITY: POSITION/ELEVATION WELL
 LU1849_ROD/PIPE-DEPTH: 7.3  meters
 LU1849
 LU1849  HISTORY     - Date     Condition        Report By
 LU1849  HISTORY     - 1988     MONUMENTED       NGS
 LU1849
 LU1849                          STATION DESCRIPTION
 LU1849
 LU1849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1849'35.8 KM (22.25 MI) WEST FROM REDDING.
 LU1849'35.8 KM (22.25 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1849'WITH CALIFORNIA STREET IN REDDING, 2.9 KM (1.80 MI) NORTHEAST OF THE
 LU1849'BUCKHORN SUMMIT AND THE SHASTA-TRINTY COUNTY LINE. AND 12.9 M
 LU1849'(42.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY. NOTE--ACCESS TO DATUM
 LU1849'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1849'THE MARK IS 0.2 METERS  W FROM  A WITNESS POST
 LU1849'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1867 ***********************************************************************
 LU1867  DESIGNATION -  M 1429
 LU1867  PID         -  LU1867
 LU1867  STATE/COUNTY-  CA/SHASTA
 LU1867  USGS QUAD   -  IGO (1979)
 LU1867
 LU1867                         *CURRENT SURVEY CONTROL
 LU1867  ___________________________________________________________________
 LU1867* NAD 83(1986)-  40 37 00.     (N)    122 31 20.     (W)     SCALED    
 LU1867* NAVD 88     -       402.605  (meters)    1320.88   (feet)  ADJUSTED  
 LU1867  ___________________________________________________________________
 LU1867  GEOID HEIGHT-         -27.21  (meters)                     GEOID09
 LU1867  DYNAMIC HT  -         402.385 (meters)    1320.16  (feet)  COMP
 LU1867  MODELED GRAV-     980,067.6   (mgal)                       NAVD 88
 LU1867
 LU1867  VERT ORDER  -  FIRST     CLASS II
 LU1867
 LU1867.The horizontal coordinates were scaled from a topographic map and have
 LU1867.an estimated accuracy of +/- 6 seconds.
 LU1867.
 LU1867.The orthometric height was determined by differential leveling and
 LU1867.adjusted in June 1991.
 LU1867
 LU1867.The geoid height was determined by GEOID09.
 LU1867
 LU1867.The dynamic height is computed by dividing the NAVD 88
 LU1867.geopotential number by the normal gravity value computed on the
 LU1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1867.degrees latitude (g = 980.6199 gals.).
 LU1867
 LU1867.The modeled gravity was interpolated from observed gravity values.
 LU1867
 LU1867;                    North         East    Units  Estimated Accuracy
 LU1867;SPC CA 1     -   642,630.    1,955,810.      MT  (+/- 180 meters Scaled)
 LU1867
 LU1867                          SUPERSEDED SURVEY CONTROL
 LU1867
 LU1867.No superseded survey control is available for this station.
 LU1867
 LU1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK404963(NAD 83)
 LU1867
 LU1867_MARKER: DB = BENCH MARK DISK
 LU1867_SETTING: 66 = SET IN ROCK OUTCROP
 LU1867_SP_SET: BEDROCK
 LU1867_STAMPING: M 1429 1988
 LU1867_MARK LOGO: NGS   
 LU1867_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1867+STABILITY: POSITION/ELEVATION WELL
 LU1867
 LU1867  HISTORY     - Date     Condition        Report By
 LU1867  HISTORY     - 1988     MONUMENTED       NGS
 LU1867
 LU1867                          STATION DESCRIPTION
 LU1867
 LU1867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1867'12.5 KM (7.75 MI) WEST FROM REDDING.
 LU1867'12.5 KM (7.75 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1867'WITH CALIFORNIA STREET IN REDDING, 0.3 KM (0.20 MI) NORTHWEST OF THE
 LU1867'INTERSECTION OF J.F. KENNEDY MEMORIAL DRIVE, IN AN EXPOSED AREA OF
 LU1867'BEDROCK IN A HIGHWAY CUT, 49.0 M (160.8 FT) NORTHWEST OF THE
 LU1867'SOUTHEAST END OF THE CUT, AND 5.5 M (18.0 FT) SOUTHWEST OF THE
 LU1867'CENTERLINE OF THE HIGHWAY.
 LU1867'THE MARK IS 0.45 METERS  NW FROM  A WITNESS POST
 LU1867'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0851 ***********************************************************************
 LU0851  DESIGNATION -  M 77
 LU0851  PID         -  LU0851
 LU0851  STATE/COUNTY-  CA/TRINITY
 LU0851  USGS QUAD   -  WEAVERVILLE (1982)
 LU0851
 LU0851                         *CURRENT SURVEY CONTROL
 LU0851  ___________________________________________________________________
 LU0851* NAD 83(1986)-  40 43 54.     (N)    122 56 22.     (W)     SCALED    
 LU0851* NAVD 88     -       613.925  (meters)    2014.19   (feet)  ADJUSTED  
 LU0851  ___________________________________________________________________
 LU0851  GEOID HEIGHT-         -26.60  (meters)                     GEOID09
 LU0851  DYNAMIC HT  -         613.554 (meters)    2012.97  (feet)  COMP
 LU0851  MODELED GRAV-     980,002.5   (mgal)                       NAVD 88
 LU0851
 LU0851  VERT ORDER  -  FIRST     CLASS II
 LU0851
 LU0851.The horizontal coordinates were scaled from a topographic map and have
 LU0851.an estimated accuracy of +/- 6 seconds.
 LU0851.
 LU0851.The orthometric height was determined by differential leveling and
 LU0851.adjusted in June 1991.
 LU0851
 LU0851.The geoid height was determined by GEOID09.
 LU0851
 LU0851.The dynamic height is computed by dividing the NAVD 88
 LU0851.geopotential number by the normal gravity value computed on the
 LU0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0851.degrees latitude (g = 980.6199 gals.).
 LU0851
 LU0851.The modeled gravity was interpolated from observed gravity values.
 LU0851
 LU0851;                    North         East    Units  Estimated Accuracy
 LU0851;SPC CA 1     -   655,690.    1,920,650.      MT  (+/- 180 meters Scaled)
 LU0851
 LU0851                          SUPERSEDED SURVEY CONTROL
 LU0851
 LU0851  NGVD 29 (12/02/92)  613.042  (m)         2011.29   (f) ADJUSTED    1 2
 LU0851
 LU0851.Superseded values are not recommended for survey control.
 LU0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0851.See file dsdata.txt to determine how the superseded data were derived.
 LU0851
 LU0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL051089(NAD 83)
 LU0851
 LU0851_MARKER: DD = SURVEY DISK
 LU0851_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 LU0851_SP_SET: BRIDGE CURB
 LU0851_STAMPING: M 77 1931 2011.289
 LU0851_MARK LOGO: CADH  
 LU0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 LU0851
 LU0851  HISTORY     - Date     Condition        Report By
 LU0851  HISTORY     - 1931     MONUMENTED       CADH
 LU0851  HISTORY     - 1935     GOOD             CGS
 LU0851  HISTORY     - 1988     GOOD             NGS
 LU0851
 LU0851                          STATION DESCRIPTION
 LU0851
 LU0851'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LU0851'AT WEAVERVILLE.
 LU0851'AT WEAVERVILLE, TRINITY COUNTY, ON U.S. HIGHWAY 299, 100 YARDS
 LU0851'SOUTHEAST OF THE INTERSECTION OF MAIN STREET, ON THE EAST SIDE
 LU0851'OF THE HIGHWAY, AT A CONCRETE BRIDGE, AND IN THE TOP OF THE
 LU0851'CURB.  A CALIFORNIA DIVISION OF HIGHWAYS STANDARD DISK, STAMPED
 LU0851'M 77 1931.
 LU0851
 LU0851                          STATION RECOVERY (1988)
 LU0851
 LU0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0851'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN
 LU0851'WEAVERVILLE, AT THE INTERSECTTION OF STATE HIGHWAY 299 (MAIN STREET)
 LU0851'AND LORENZ ROAD, IN TOP OF AND NEAR THE CENTER OF THE EAST CONCRETE
 LU0851'CURB OF A SMALL HIGHWAY BRIDGE SPANNING TEN CENT GULCH, 11.0 M
 LU0851'(36.1 FT) EAST OF THE CENTERLINE OF THE HIGHWAY, AND 2.0 M (6.6 FT)
 LU0851'SOUTH OF THE EXTENDED CENTER OF THE ROAD.
 LU0851'THE MARK IS 0.2 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1706 ***********************************************************************
 LU1706  DESIGNATION -  N 1402
 LU1706  PID         -  LU1706
 LU1706  STATE/COUNTY-  CA/HUMBOLDT
 LU1706  USGS QUAD   -  BLUE LAKE (1979)
 LU1706
 LU1706                         *CURRENT SURVEY CONTROL
 LU1706  ___________________________________________________________________
 LU1706* NAD 83(1986)-  40 53 37.     (N)    123 56 06.     (W)     SCALED    
 LU1706* NAVD 88     -       180.006  (meters)     590.57   (feet)  ADJUSTED  
 LU1706  ___________________________________________________________________
 LU1706  GEOID HEIGHT-         -29.32  (meters)                     GEOID09
 LU1706  DYNAMIC HT  -         179.921 (meters)     590.29  (feet)  COMP
 LU1706  MODELED GRAV-     980,146.6   (mgal)                       NAVD 88
 LU1706
 LU1706  VERT ORDER  -  FIRST     CLASS II
 LU1706
 LU1706.The horizontal coordinates were scaled from a topographic map and have
 LU1706.an estimated accuracy of +/- 6 seconds.
 LU1706.
 LU1706.The orthometric height was determined by differential leveling and
 LU1706.adjusted in June 1991.
 LU1706
 LU1706.The geoid height was determined by GEOID09.
 LU1706
 LU1706.The dynamic height is computed by dividing the NAVD 88
 LU1706.geopotential number by the normal gravity value computed on the
 LU1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1706.degrees latitude (g = 980.6199 gals.).
 LU1706
 LU1706.The modeled gravity was interpolated from observed gravity values.
 LU1706
 LU1706;                    North         East    Units  Estimated Accuracy
 LU1706;SPC CA 1     -   675,050.    1,836,970.      MT  (+/- 180 meters Scaled)
 LU1706
 LU1706                          SUPERSEDED SURVEY CONTROL
 LU1706
 LU1706  NGVD 29 (12/02/92)  178.992  (m)          587.24   (f) ADJUSTED    1 2
 LU1706
 LU1706.Superseded values are not recommended for survey control.
 LU1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1706.See file dsdata.txt to determine how the superseded data were derived.
 LU1706
 LU1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL212273(NAD 83)
 LU1706
 LU1706_MARKER: DB = BENCH MARK DISK
 LU1706_SETTING: 66 = SET IN ROCK OUTCROP
 LU1706_SP_SET: BEDROCK
 LU1706_STAMPING: N 1402 1988
 LU1706_MARK LOGO: NGS   
 LU1706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1706+STABILITY: POSITION/ELEVATION WELL
 LU1706
 LU1706  HISTORY     - Date     Condition        Report By
 LU1706  HISTORY     - 1988     MONUMENTED       NGS
 LU1706
 LU1706                          STATION DESCRIPTION
 LU1706
 LU1706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1706'14.5 KM (9.00 MI) EAST FROM ARCATA.
 LU1706'14.5 KM (9.00 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1706'OF U.S. HIGHWAY 101 IN ARCATA, SET VERTICALLY IN THE SOUTHWEST FACE
 LU1706'OF A LARGE VERTICAL EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 51.0 M
 LU1706'(167.3 FT) NORTHEAST OF THE SOUTHWEST END OF THE CUT, 33.0 M
 LU1706'(108.3 FT) NORTH OF THE NORTHEAST END OF A GUARDRAIL, 10.4 M (34.1 FT)
 LU1706'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 6.0 M (19.7 FT)
 LU1706'NORTHEAST OF THE SOUTHWEST END OF THE EXPOSED BEDROCK.
 LU1706'THE MARK IS 0.3 METERS  NNW FROM  A WITNESS POST
 LU1706'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1730 ***********************************************************************
 LU1730  DESIGNATION -  N 1403
 LU1730  PID         -  LU1730
 LU1730  STATE/COUNTY-  CA/HUMBOLDT
 LU1730  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1730
 LU1730                         *CURRENT SURVEY CONTROL
 LU1730  ___________________________________________________________________
 LU1730* NAD 83(1986)-  40 54 58.47   (N)    123 47 54.57   (W)     HD_HELD1  
 LU1730* NAVD 88     -       464.660  (meters)    1524.47   (feet)  ADJUSTED  
 LU1730  ___________________________________________________________________
 LU1730  GEOID HEIGHT-         -28.54  (meters)                     GEOID09
 LU1730  DYNAMIC HT  -         464.412 (meters)    1523.66  (feet)  COMP
 LU1730  MODELED GRAV-     980,077.4   (mgal)                       NAVD 88
 LU1730
 LU1730  VERT ORDER  -  FIRST     CLASS II
 LU1730
 LU1730.The horizontal coordinates were established by differentially corrected
 LU1730.hand held GPS obs and have an estimated accuracy of +/- 3 meters.
 LU1730.
 LU1730.The orthometric height was determined by differential leveling and
 LU1730.adjusted in June 1991.
 LU1730
 LU1730.The geoid height was determined by GEOID09.
 LU1730
 LU1730.The dynamic height is computed by dividing the NAVD 88
 LU1730.geopotential number by the normal gravity value computed on the
 LU1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1730.degrees latitude (g = 980.6199 gals.).
 LU1730
 LU1730.The modeled gravity was interpolated from observed gravity values.
 LU1730
 LU1730;                    North         East    Units  Estimated Accuracy
 LU1730;SPC CA 1     -   677,316.5   1,848,518.6     MT  (+/- 3 meters HH1 GPS) 
 LU1730
 LU1730                          SUPERSEDED SURVEY CONTROL
 LU1730
 LU1730.No superseded survey control is available for this station.
 LU1730
 LU1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL3276029766(NAD 83)
 LU1730
 LU1730_MARKER: DB = BENCH MARK DISK
 LU1730_SETTING: 66 = SET IN ROCK OUTCROP
 LU1730_SP_SET: BEDROCK
 LU1730_STAMPING: N 1403 1988
 LU1730_MARK LOGO: NGS   
 LU1730_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1730+STABILITY: POSITION/ELEVATION WELL
 LU1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1730+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 LU1730
 LU1730  HISTORY     - Date     Condition        Report By
 LU1730  HISTORY     - 1988     MONUMENTED       NGS
 LU1730  HISTORY     - 20050608 GOOD             CADT
 LU1730
 LU1730                          STATION DESCRIPTION
 LU1730
 LU1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1730'23.8 KM (14.80 MI) WEST FROM WILLOW CREEK.
 LU1730'23.8 KM (14.80 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1730'OF STATE HIGHWAY 96 IN WILLOW CREEK, NEAR THE CENTER OF THE NORTHERN
 LU1730'1/2 OF A LARGE EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 1.0 KM
 LU1730'(0.60 MI) SOUTHWEST OF THE INTERSECTION OF CHEZEM ROAD, 18.4 M
 LU1730'(60.4 FT) NORTHEAST OF MILEPOST 24, 10.0 M (32.8 FT) SOUTHEAST OF THE
 LU1730'CENTERLINE OF THE HIGHWAY, AND 1.8 M (5.9 FT) SOUTH OF THE NORTH EDGE
 LU1730'OF THE EXPOSED BEDROCK.
 LU1730'THE MARK IS 0.15 METERS  NW FROM  A WITNESS POST
 LU1730'THE MARK IS 3.0 M ABOVE THE HIGHWAY.
 LU1730
 LU1730                          STATION RECOVERY (2005)
 LU1730
 LU1730'RECOVERY NOTE BY CALTRANS 2005 (REB)
 LU1730'DESIGNATION N 1403 US HWY299 PM 24.01R
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1752 ***********************************************************************
 LU1752  DESIGNATION -  N 1406
 LU1752  PID         -  LU1752
 LU1752  STATE/COUNTY-  CA/HUMBOLDT
 LU1752  USGS QUAD   -  WILLOW CREEK (1979)
 LU1752
 LU1752                         *CURRENT SURVEY CONTROL
 LU1752  ___________________________________________________________________
 LU1752* NAD 83(1986)-  40 56 47.     (N)    123 39 06.     (W)     SCALED    
 LU1752* NAVD 88     -       248.314  (meters)     814.68   (feet)  ADJUSTED  
 LU1752  ___________________________________________________________________
 LU1752  GEOID HEIGHT-         -28.01  (meters)                     GEOID09
 LU1752  DYNAMIC HT  -         248.189 (meters)     814.27  (feet)  COMP
 LU1752  MODELED GRAV-     980,114.7   (mgal)                       NAVD 88
 LU1752
 LU1752  VERT ORDER  -  FIRST     CLASS II
 LU1752
 LU1752.The horizontal coordinates were scaled from a topographic map and have
 LU1752.an estimated accuracy of +/- 6 seconds.
 LU1752.
 LU1752.The orthometric height was determined by differential leveling and
 LU1752.adjusted in June 1991.
 LU1752
 LU1752.The geoid height was determined by GEOID09.
 LU1752
 LU1752.The dynamic height is computed by dividing the NAVD 88
 LU1752.geopotential number by the normal gravity value computed on the
 LU1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1752.degrees latitude (g = 980.6199 gals.).
 LU1752
 LU1752.The modeled gravity was interpolated from observed gravity values.
 LU1752
 LU1752;                    North         East    Units  Estimated Accuracy
 LU1752;SPC CA 1     -   680,420.    1,860,950.      MT  (+/- 180 meters Scaled)
 LU1752
 LU1752                          SUPERSEDED SURVEY CONTROL
 LU1752
 LU1752.No superseded survey control is available for this station.
 LU1752
 LU1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL451330(NAD 83)
 LU1752
 LU1752_MARKER: I = METAL ROD
 LU1752_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1752_SP_SET: STAINLESS STEEL ROD
 LU1752_STAMPING: N 1406 1988
 LU1752_MARK LOGO: NGS   
 LU1752_PROJECTION: FLUSH
 LU1752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1752+STABILITY: POSITION/ELEVATION WELL
 LU1752_ROD/PIPE-DEPTH: 6.4  meters
 LU1752
 LU1752  HISTORY     - Date     Condition        Report By
 LU1752  HISTORY     - 1988     MONUMENTED       NGS
 LU1752
 LU1752                          STATION DESCRIPTION
 LU1752
 LU1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1752'2.1 KM (1.30 MI) WEST FROM WILLOW CREEK.
 LU1752'2.1 KM (1.30 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF
 LU1752'STATE HIGHWAY 96 IN WILLOW CREEK, 0.6 KM (0.35 MI) NORTHEAST OF THE
 LU1752'ENTRANCE TO THE BOISE CREEK CAMPGROUND, AT THE NORTH END OF A LARGE
 LU1752'HIGHWAY PULLOUT, AND 68.0 M (223.1 FT) NORTH OF THE CENTERLINE OF THE
 LU1752'HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LU1752'CAP.
 LU1752'THE MARK IS 0.1 METERS  S FROM  A WITNESS POST
 LU1752'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1776 ***********************************************************************
 LU1776  DESIGNATION -  N 1422
 LU1776  PID         -  LU1776
 LU1776  STATE/COUNTY-  CA/TRINITY
 LU1776  USGS QUAD   -  IRONSIDE MTN (1982)
 LU1776
 LU1776                         *CURRENT SURVEY CONTROL
 LU1776  ___________________________________________________________________
 LU1776* NAD 83(1986)-  40 48 48.     (N)    123 28 44.     (W)     SCALED    
 LU1776* NAVD 88     -       420.984  (meters)    1381.18   (feet)  ADJUSTED  
 LU1776  ___________________________________________________________________
 LU1776  GEOID HEIGHT-         -27.59  (meters)                     GEOID09
 LU1776  DYNAMIC HT  -         420.745 (meters)    1380.39  (feet)  COMP
 LU1776  MODELED GRAV-     980,046.1   (mgal)                       NAVD 88
 LU1776
 LU1776  VERT ORDER  -  FIRST     CLASS II
 LU1776
 LU1776.The horizontal coordinates were scaled from a topographic map and have
 LU1776.an estimated accuracy of +/- 6 seconds.
 LU1776.
 LU1776.The orthometric height was determined by differential leveling and
 LU1776.adjusted in June 1991.
 LU1776
 LU1776.The geoid height was determined by GEOID09.
 LU1776
 LU1776.The dynamic height is computed by dividing the NAVD 88
 LU1776.geopotential number by the normal gravity value computed on the
 LU1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1776.degrees latitude (g = 980.6199 gals.).
 LU1776
 LU1776.The modeled gravity was interpolated from observed gravity values.
 LU1776
 LU1776;                    North         East    Units  Estimated Accuracy
 LU1776;SPC CA 1     -   665,390.    1,875,240.      MT  (+/- 180 meters Scaled)
 LU1776
 LU1776                          SUPERSEDED SURVEY CONTROL
 LU1776
 LU1776.No superseded survey control is available for this station.
 LU1776
 LU1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL596181(NAD 83)
 LU1776
 LU1776_MARKER: DB = BENCH MARK DISK
 LU1776_SETTING: 66 = SET IN ROCK OUTCROP
 LU1776_SP_SET: BEDROCK
 LU1776_STAMPING: N 1422 1988
 LU1776_MARK LOGO: NGS   
 LU1776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1776+STABILITY: POSITION/ELEVATION WELL
 LU1776
 LU1776  HISTORY     - Date     Condition        Report By
 LU1776  HISTORY     - 1988     MONUMENTED       NGS
 LU1776
 LU1776                          STATION DESCRIPTION
 LU1776
 LU1776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1776'24.6 KM (15.30 MI) SE FROM WILLOW CREEK.
 LU1776'24.6 KM (15.30 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1776'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, IN AN EXPOSED AREA OF
 LU1776'BEDROCK IN A HIGHWAY CUT, 0.5 KM (0.30 MI) NORTH OF THE INTERSECTION
 LU1776'OF SCHOOL HOUSE ROAD, NEAR THE NORTH END OF A LARGE HIGHWAY PULLOUT,
 LU1776'AND 12.5 M (41.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 LU1776'THE MARK IS 1.0 METERS  SW FROM  A WITNESS POST
 LU1776'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1815 ***********************************************************************
 LU1815  DESIGNATION -  N 1423
 LU1815  PID         -  LU1815
 LU1815  STATE/COUNTY-  CA/TRINITY
 LU1815  USGS QUAD   -  WEAVERVILLE (1982)
 LU1815
 LU1815                         *CURRENT SURVEY CONTROL
 LU1815  ___________________________________________________________________
 LU1815* NAD 83(1986)-  40 44 17.     (N)    122 59 02.     (W)     SCALED    
 LU1815* NAVD 88     -       887.384  (meters)    2911.36   (feet)  ADJUSTED  
 LU1815  ___________________________________________________________________
 LU1815  GEOID HEIGHT-         -26.54  (meters)                     GEOID09
 LU1815  DYNAMIC HT  -         886.808 (meters)    2909.47  (feet)  COMP
 LU1815  MODELED GRAV-     979,945.9   (mgal)                       NAVD 88
 LU1815
 LU1815  VERT ORDER  -  FIRST     CLASS II
 LU1815
 LU1815.The horizontal coordinates were scaled from a topographic map and have
 LU1815.an estimated accuracy of +/- 6 seconds.
 LU1815.
 LU1815.The orthometric height was determined by differential leveling and
 LU1815.adjusted in June 1991.
 LU1815
 LU1815.The geoid height was determined by GEOID09.
 LU1815
 LU1815.The dynamic height is computed by dividing the NAVD 88
 LU1815.geopotential number by the normal gravity value computed on the
 LU1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1815.degrees latitude (g = 980.6199 gals.).
 LU1815
 LU1815.The modeled gravity was interpolated from observed gravity values.
 LU1815
 LU1815;                    North         East    Units  Estimated Accuracy
 LU1815;SPC CA 1     -   656,440.    1,916,900.      MT  (+/- 180 meters Scaled)
 LU1815
 LU1815                          SUPERSEDED SURVEY CONTROL
 LU1815
 LU1815.No superseded survey control is available for this station.
 LU1815
 LU1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL013096(NAD 83)
 LU1815
 LU1815_MARKER: I = METAL ROD
 LU1815_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1815_SP_SET: STAINLESS STEEL ROD
 LU1815_STAMPING: N 1423 1988
 LU1815_MARK LOGO: NGS   
 LU1815_PROJECTION: FLUSH
 LU1815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1815_ROD/PIPE-DEPTH: 3.6  meters
 LU1815
 LU1815  HISTORY     - Date     Condition        Report By
 LU1815  HISTORY     - 1988     MONUMENTED       NGS
 LU1815
 LU1815                          STATION DESCRIPTION
 LU1815
 LU1815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1815'5.1 KM (3.15 MI) NW FROM WEAVERVILLE.
 LU1815'5.1 KM (3.15 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1815'JUNCTION OF STATE HIGHWAY 3 IN WEAVERVILLE, AT THE SUMMIT OF OREGON
 LU1815'MOUNTAIN PASS, 160.0 M (524.9 FT) SOUTHWEST OF THE CENTER OF A GATE
 LU1815'AND DIRT ROAD LEADING SOUTH, 20.8 M (68.2 FT) NORTHEAST OF A LONE
 LU1815'BOULDER, 19.7 M (64.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LU1815'AND 7.0 M (23.0 FT) SOUTH OF A HIGHWAY INFORMATION SIGN. NOTE--ACCESS
 LU1815'TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1815'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST
 LU1815'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1826 ***********************************************************************
 LU1826  DESIGNATION -  N 1424
 LU1826  PID         -  LU1826
 LU1826  STATE/COUNTY-  CA/TRINITY
 LU1826  USGS QUAD   -  WEAVERVILLE (1982)
 LU1826
 LU1826                         *CURRENT SURVEY CONTROL
 LU1826  ___________________________________________________________________
 LU1826* NAD 83(1986)-  40 40 13.     (N)    122 56 38.     (W)     SCALED    
 LU1826* NAVD 88     -       520.581  (meters)    1707.94   (feet)  ADJUSTED  
 LU1826  ___________________________________________________________________
 LU1826  GEOID HEIGHT-         -26.92  (meters)                     GEOID09
 LU1826  DYNAMIC HT  -         520.274 (meters)    1706.93  (feet)  COMP
 LU1826  MODELED GRAV-     980,019.9   (mgal)                       NAVD 88
 LU1826
 LU1826  VERT ORDER  -  FIRST     CLASS II
 LU1826
 LU1826.The horizontal coordinates were scaled from a topographic map and have
 LU1826.an estimated accuracy of +/- 6 seconds.
 LU1826.
 LU1826.The orthometric height was determined by differential leveling and
 LU1826.adjusted in June 1991.
 LU1826
 LU1826.The geoid height was determined by GEOID09.
 LU1826
 LU1826.The dynamic height is computed by dividing the NAVD 88
 LU1826.geopotential number by the normal gravity value computed on the
 LU1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1826.degrees latitude (g = 980.6199 gals.).
 LU1826
 LU1826.The modeled gravity was interpolated from observed gravity values.
 LU1826
 LU1826;                    North         East    Units  Estimated Accuracy
 LU1826;SPC CA 1     -   648,880.    1,920,200.      MT  (+/- 180 meters Scaled)
 LU1826
 LU1826                          SUPERSEDED SURVEY CONTROL
 LU1826
 LU1826.No superseded survey control is available for this station.
 LU1826
 LU1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL047021(NAD 83)
 LU1826
 LU1826_MARKER: DB = BENCH MARK DISK
 LU1826_SETTING: 66 = SET IN ROCK OUTCROP
 LU1826_SP_SET: BEDROCK
 LU1826_STAMPING: N 1424 1988
 LU1826_MARK LOGO: NGS   
 LU1826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1826+STABILITY: POSITION/ELEVATION WELL
 LU1826
 LU1826  HISTORY     - Date     Condition        Report By
 LU1826  HISTORY     - 1988     MONUMENTED       NGS
 LU1826
 LU1826                          STATION DESCRIPTION
 LU1826
 LU1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1826'8.1 KM (5.05 MI) EAST FROM WEAVERVILLE.
 LU1826'8.1 KM (5.05 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF
 LU1826'STATE HIGHWAY 3 IN WEAVERVILLE, IN THE MOST SOUTHERN 1/3 OF AN
 LU1826'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 0.3 KM (0.20 MI) SOUTH OF
 LU1826'THE INTERSECTION OF UNION HILL ROAD, 28.8 KM (17.90 MI) SOUTH OF THE
 LU1826'CENTER OF CATCH BASIN NUMBER 56.63, 23.8 M (78.1 FT) NORTH OF THE
 LU1826'WEST END OF DRAIN PIPE NUMBER 56.67, AND 6.0 M (19.7 FT) WEST OF THE
 LU1826'CENTERLINE OF THE HIGHWAY.
 LU1826'THE MARK IS 0.88 METERS  NW FROM  A WITNESS POST
 LU1826'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1850 ***********************************************************************
 LU1850  DESIGNATION -  N 1425
 LU1850  PID         -  LU1850
 LU1850  STATE/COUNTY-  CA/SHASTA
 LU1850  USGS QUAD   -  FRENCH GULCH (1979)
 LU1850
 LU1850                         *CURRENT SURVEY CONTROL
 LU1850  ___________________________________________________________________
 LU1850* NAD 83(1986)-  40 38 56.     (N)    122 42 28.     (W)     SCALED    
 LU1850* NAVD 88     -       775.845  (meters)    2545.42   (feet)  ADJUSTED  
 LU1850  ___________________________________________________________________
 LU1850  GEOID HEIGHT-         -26.81  (meters)                     GEOID09
 LU1850  DYNAMIC HT  -         775.350 (meters)    2543.79  (feet)  COMP
 LU1850  MODELED GRAV-     979,960.8   (mgal)                       NAVD 88
 LU1850
 LU1850  VERT ORDER  -  FIRST     CLASS II
 LU1850
 LU1850.The horizontal coordinates were scaled from a topographic map and have
 LU1850.an estimated accuracy of +/- 6 seconds.
 LU1850.
 LU1850.The orthometric height was determined by differential leveling and
 LU1850.adjusted in June 1991.
 LU1850
 LU1850.The geoid height was determined by GEOID09.
 LU1850
 LU1850.The dynamic height is computed by dividing the NAVD 88
 LU1850.geopotential number by the normal gravity value computed on the
 LU1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1850.degrees latitude (g = 980.6199 gals.).
 LU1850
 LU1850.The modeled gravity was interpolated from observed gravity values.
 LU1850
 LU1850;                    North         East    Units  Estimated Accuracy
 LU1850;SPC CA 1     -   646,320.    1,940,140.      MT  (+/- 180 meters Scaled)
 LU1850
 LU1850                          SUPERSEDED SURVEY CONTROL
 LU1850
 LU1850.No superseded survey control is available for this station.
 LU1850
 LU1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK247998(NAD 83)
 LU1850
 LU1850_MARKER: I = METAL ROD
 LU1850_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1850_SP_SET: STAINLESS STEEL ROD
 LU1850_STAMPING: N 1425 1988
 LU1850_MARK LOGO: NGS   
 LU1850_PROJECTION: FLUSH
 LU1850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1850+STABILITY: POSITION/ELEVATION WELL
 LU1850_ROD/PIPE-DEPTH: 9.1  meters
 LU1850
 LU1850  HISTORY     - Date     Condition        Report By
 LU1850  HISTORY     - 1988     MONUMENTED       NGS
 LU1850
 LU1850                          STATION DESCRIPTION
 LU1850
 LU1850'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1850'34.9 KM (21.70 MI) WEST FROM REDDING.
 LU1850'34.9 KM (21.70 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1850'WITH CALIFORNIA STREET IN REDDING, 3.8 KM (2.35 MI) NORTHEAST OF THE
 LU1850'BUCKHORN SUMMIT AND THE SHASTA-TRINTY COUNTY LINE, AT THE EAST END OF
 LU1850'A HIGHWAY CUT, AND 15.2 M (49.9 FT) SOUTH OF THE CENTERLINE OF THE
 LU1850'HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LU1850'CAP.
 LU1850'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LU1850'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1866 ***********************************************************************
 LU1866  DESIGNATION -  N 1429
 LU1866  PID         -  LU1866
 LU1866  STATE/COUNTY-  CA/SHASTA
 LU1866  USGS QUAD   -  WHISKEYTOWN (1979)
 LU1866
 LU1866                         *CURRENT SURVEY CONTROL
 LU1866  ___________________________________________________________________
 LU1866* NAD 83(1986)-  40 37 31.     (N)    122 32 18.     (W)     SCALED    
 LU1866* NAVD 88     -       394.183  (meters)    1293.25   (feet)  ADJUSTED  
 LU1866  ___________________________________________________________________
 LU1866  GEOID HEIGHT-         -27.14  (meters)                     GEOID09
 LU1866  DYNAMIC HT  -         393.967 (meters)    1292.54  (feet)  COMP
 LU1866  MODELED GRAV-     980,065.5   (mgal)                       NAVD 88
 LU1866
 LU1866  VERT ORDER  -  FIRST     CLASS II
 LU1866
 LU1866.The horizontal coordinates were scaled from a topographic map and have
 LU1866.an estimated accuracy of +/- 6 seconds.
 LU1866.
 LU1866.The orthometric height was determined by differential leveling and
 LU1866.adjusted in June 1991.
 LU1866
 LU1866.The geoid height was determined by GEOID09.
 LU1866
 LU1866.The dynamic height is computed by dividing the NAVD 88
 LU1866.geopotential number by the normal gravity value computed on the
 LU1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1866.degrees latitude (g = 980.6199 gals.).
 LU1866
 LU1866.The modeled gravity was interpolated from observed gravity values.
 LU1866
 LU1866;                    North         East    Units  Estimated Accuracy
 LU1866;SPC CA 1     -   643,590.    1,954,460.      MT  (+/- 180 meters Scaled)
 LU1866
 LU1866                          SUPERSEDED SURVEY CONTROL
 LU1866
 LU1866.No superseded survey control is available for this station.
 LU1866
 LU1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK390972(NAD 83)
 LU1866
 LU1866_MARKER: DB = BENCH MARK DISK
 LU1866_SETTING: 66 = SET IN ROCK OUTCROP
 LU1866_SP_SET: BEDROCK
 LU1866_STAMPING: N 1429 1988
 LU1866_MARK LOGO: NGS   
 LU1866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1866
 LU1866  HISTORY     - Date     Condition        Report By
 LU1866  HISTORY     - 1988     MONUMENTED       NGS
 LU1866
 LU1866                          STATION DESCRIPTION
 LU1866
 LU1866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1866'14.3 KM (8.90 MI) WEST FROM REDDING.
 LU1866'14.3 KM (8.90 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1866'WITH CALIFORNIA STREET IN REDDING, 1.4 KM (0.85 MI) SOUTHEAST OF THE
 LU1866'SOUTHEAST END OF A BRIDGE SPANNING WHISKEYTOWN LAKE, IN AN EXPOSED
 LU1866'AREA OF BEDROCK IN ABOUT THE CENTER OF A HIGHWAY CUT, AND 9.4 M
 LU1866'(30.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 LU1866'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LU1866'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1707 ***********************************************************************
 LU1707  DESIGNATION -  P 1402
 LU1707  PID         -  LU1707
 LU1707  STATE/COUNTY-  CA/HUMBOLDT
 LU1707  USGS QUAD   -  BLUE LAKE (1979)
 LU1707
 LU1707                         *CURRENT SURVEY CONTROL
 LU1707  ___________________________________________________________________
 LU1707* NAD 83(1986)-  40 54 19.     (N)    123 54 59.     (W)     SCALED    
 LU1707* NAVD 88     -       188.461  (meters)     618.31   (feet)  ADJUSTED  
 LU1707  ___________________________________________________________________
 LU1707  GEOID HEIGHT-         -29.21  (meters)                     GEOID09
 LU1707  DYNAMIC HT  -         188.367 (meters)     618.00  (feet)  COMP
 LU1707  MODELED GRAV-     980,126.2   (mgal)                       NAVD 88
 LU1707
 LU1707  VERT ORDER  -  FIRST     CLASS II
 LU1707
 LU1707.The horizontal coordinates were scaled from a topographic map and have
 LU1707.an estimated accuracy of +/- 6 seconds.
 LU1707.
 LU1707.The orthometric height was determined by differential leveling and
 LU1707.adjusted in June 1991.
 LU1707
 LU1707.The geoid height was determined by GEOID09.
 LU1707
 LU1707.The dynamic height is computed by dividing the NAVD 88
 LU1707.geopotential number by the normal gravity value computed on the
 LU1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1707.degrees latitude (g = 980.6199 gals.).
 LU1707
 LU1707.The modeled gravity was interpolated from observed gravity values.
 LU1707
 LU1707;                    North         East    Units  Estimated Accuracy
 LU1707;SPC CA 1     -   676,310.    1,838,560.      MT  (+/- 180 meters Scaled)
 LU1707
 LU1707                          SUPERSEDED SURVEY CONTROL
 LU1707
 LU1707  NGVD 29 (12/02/92)  187.445  (m)          614.98   (f) ADJUSTED    1 2
 LU1707
 LU1707.Superseded values are not recommended for survey control.
 LU1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1707.See file dsdata.txt to determine how the superseded data were derived.
 LU1707
 LU1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL228286(NAD 83)
 LU1707
 LU1707_MARKER: DB = BENCH MARK DISK
 LU1707_SETTING: 66 = SET IN ROCK OUTCROP
 LU1707_SP_SET: BEDROCK
 LU1707_STAMPING: P 1402 1988
 LU1707_MARK LOGO: NGS   
 LU1707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1707+STABILITY: POSITION/ELEVATION WELL
 LU1707
 LU1707  HISTORY     - Date     Condition        Report By
 LU1707  HISTORY     - 1988     MONUMENTED       NGS
 LU1707
 LU1707                          STATION DESCRIPTION
 LU1707
 LU1707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1707'16.9 KM (10.50 MI) EAST FROM ARCATA.
 LU1707'16.9 KM (10.50 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1707'OF U.S. HIGHWAY 101 IN ARCATA, NEAR THE CENTER OF A 2 BY 3 FOOT
 LU1707'EXPOSED AREA OF WHITE BEDROCK IN A HIGHWAY CUT, WEST OF AND ACROSS
 LU1707'THE HIGHWAY FROM A HIGHWAY PULLOUT, ON THE INSIDE OF A CURVE, 60.0 M
 LU1707'(196.8 FT) NORTHWEST OF THE NORTH END OF A GUARDRAIL, AND 11.0 M
 LU1707'(36.1 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 LU1707'THE MARK IS 0.45 METERS  N FROM  A WITNESS POST
 LU1707'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1731 ***********************************************************************
 LU1731  DESIGNATION -  P 1403
 LU1731  PID         -  LU1731
 LU1731  STATE/COUNTY-  CA/HUMBOLDT
 LU1731  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1731
 LU1731                         *CURRENT SURVEY CONTROL
 LU1731  ___________________________________________________________________
 LU1731* NAD 83(1986)-  40 55 22.     (N)    123 47 51.     (W)     SCALED    
 LU1731* NAVD 88     -       520.900  (meters)    1708.99   (feet)  ADJUSTED  
 LU1731  ___________________________________________________________________
 LU1731  GEOID HEIGHT-         -28.52  (meters)                     GEOID09
 LU1731  DYNAMIC HT  -         520.621 (meters)    1708.07  (feet)  COMP
 LU1731  MODELED GRAV-     980,073.2   (mgal)                       NAVD 88
 LU1731
 LU1731  VERT ORDER  -  FIRST     CLASS II
 LU1731
 LU1731.The horizontal coordinates were scaled from a topographic map and have
 LU1731.an estimated accuracy of +/- 6 seconds.
 LU1731.
 LU1731.The orthometric height was determined by differential leveling and
 LU1731.adjusted in June 1991.
 LU1731
 LU1731.The geoid height was determined by GEOID09.
 LU1731
 LU1731.The dynamic height is computed by dividing the NAVD 88
 LU1731.geopotential number by the normal gravity value computed on the
 LU1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1731.degrees latitude (g = 980.6199 gals.).
 LU1731
 LU1731.The modeled gravity was interpolated from observed gravity values.
 LU1731
 LU1731;                    North         East    Units  Estimated Accuracy
 LU1731;SPC CA 1     -   678,040.    1,848,620.      MT  (+/- 180 meters Scaled)
 LU1731
 LU1731                          SUPERSEDED SURVEY CONTROL
 LU1731
 LU1731.No superseded survey control is available for this station.
 LU1731
 LU1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL328304(NAD 83)
 LU1731
 LU1731_MARKER: I = METAL ROD
 LU1731_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1731_SP_SET: STAINLESS STEEL ROD
 LU1731_STAMPING: P 1403 1988
 LU1731_MARK LOGO: NGS   
 LU1731_PROJECTION: FLUSH
 LU1731_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1731+STABILITY: POSITION/ELEVATION WELL
 LU1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1731+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 LU1731_ROD/PIPE-DEPTH: 5.0  meters
 LU1731
 LU1731  HISTORY     - Date     Condition        Report By
 LU1731  HISTORY     - 1988     MONUMENTED       NGS
 LU1731  HISTORY     - 20050608 GOOD             CADT
 LU1731
 LU1731                          STATION DESCRIPTION
 LU1731
 LU1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1731'22.8 KM (14.15 MI) WEST FROM WILLOW CREEK.
 LU1731'22.8 KM (14.15 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1731'OF STATE HIGHWAY 96 IN WILLOW CREEK, 23.3 M (76.4 FT) NORTH OF THE
 LU1731'CENTERLINE OF THE HIGHWAY, 13.4 M (44.0 FT) WEST OF THE CENTER OF AN
 LU1731'ABANDONED ROAD AND THE EXTENDED CENTER OF CHEZEM ROAD LEADING SOUTH,
 LU1731'AND 7.3 M (24.0 FT) NORTH-NORTHEAST OF THE CENTER OF A STORM DRAIN.
 LU1731'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1731'THE MARK IS 0.3 METERS  W FROM  A WITNESS POST
 LU1731'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LU1731
 LU1731                          STATION RECOVERY (2005)
 LU1731
 LU1731'RECOVERY NOTE BY CALTRANS 2005 (REB)
 LU1731'DESIGNATION P 1403 US HWY299 PM 24.54L
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1753 ***********************************************************************
 LU1753  DESIGNATION -  P 1406
 LU1753  PID         -  LU1753
 LU1753  STATE/COUNTY-  CA/HUMBOLDT
 LU1753  USGS QUAD   -  WILLOW CREEK (1979)
 LU1753
 LU1753                         *CURRENT SURVEY CONTROL
 LU1753  ___________________________________________________________________
 LU1753* NAD 83(1986)-  40 56 31.     (N)    123 38 37.     (W)     SCALED    
 LU1753* NAVD 88     -       223.030  (meters)     731.72   (feet)  ADJUSTED  
 LU1753  ___________________________________________________________________
 LU1753  GEOID HEIGHT-         -27.98  (meters)                     GEOID09
 LU1753  DYNAMIC HT  -         222.919 (meters)     731.36  (feet)  COMP
 LU1753  MODELED GRAV-     980,124.5   (mgal)                       NAVD 88
 LU1753
 LU1753  VERT ORDER  -  FIRST     CLASS II
 LU1753
 LU1753.The horizontal coordinates were scaled from a topographic map and have
 LU1753.an estimated accuracy of +/- 6 seconds.
 LU1753.
 LU1753.The orthometric height was determined by differential leveling and
 LU1753.adjusted in June 1991.
 LU1753
 LU1753.The geoid height was determined by GEOID09.
 LU1753
 LU1753.The dynamic height is computed by dividing the NAVD 88
 LU1753.geopotential number by the normal gravity value computed on the
 LU1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1753.degrees latitude (g = 980.6199 gals.).
 LU1753
 LU1753.The modeled gravity was interpolated from observed gravity values.
 LU1753
 LU1753;                    North         East    Units  Estimated Accuracy
 LU1753;SPC CA 1     -   679,910.    1,861,620.      MT  (+/- 180 meters Scaled)
 LU1753
 LU1753                          SUPERSEDED SURVEY CONTROL
 LU1753
 LU1753.No superseded survey control is available for this station.
 LU1753
 LU1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL458325(NAD 83)
 LU1753
 LU1753_MARKER: I = METAL ROD
 LU1753_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1753_SP_SET: STAINLESS STEEL ROD
 LU1753_STAMPING: P 1406 1988
 LU1753_MARK LOGO: NGS   
 LU1753_PROJECTION: FLUSH
 LU1753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1753+STABILITY: POSITION/ELEVATION WELL
 LU1753_ROD/PIPE-DEPTH: 4.7  meters
 LU1753
 LU1753  HISTORY     - Date     Condition        Report By
 LU1753  HISTORY     - 1988     MONUMENTED       NGS
 LU1753
 LU1753                          STATION DESCRIPTION
 LU1753
 LU1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1753'1.3 KM (0.80 MI) WEST FROM WILLOW CREEK.
 LU1753'1.3 KM (0.80 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF
 LU1753'STATE HIGHWAY 96 IN WILLOW CREEK, 17.4 M (57.1 FT) NORTHEAST OF THE
 LU1753'CENTER OF A TRACK ROAD LEADING SOUTH, 16.1 M (52.8 FT) SOUTHWEST OF
 LU1753'THE CENTERLINE OF THE HIGHWAY, AND 5.1 M (16.7 FT) SOUTHWEST OF THE
 LU1753'WEST END OF A GUARDRAIL. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LU1753'5-INCH LOGO CAP.
 LU1753'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 LU1753'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1777 ***********************************************************************
 LU1777  DESIGNATION -  P 1422
 LU1777  PID         -  LU1777
 LU1777  STATE/COUNTY-  CA/TRINITY
 LU1777  USGS QUAD   -  IRONSIDE MTN (1982)
 LU1777
 LU1777                         *CURRENT SURVEY CONTROL
 LU1777  ___________________________________________________________________
 LU1777* NAD 83(1986)-  40 48 22.     (N)    123 28 16.     (W)     SCALED    
 LU1777* NAVD 88     -       448.287  (meters)    1470.75   (feet)  ADJUSTED  
 LU1777  ___________________________________________________________________
 LU1777  GEOID HEIGHT-         -27.57  (meters)                     GEOID09
 LU1777  DYNAMIC HT  -         448.037 (meters)    1469.93  (feet)  COMP
 LU1777  MODELED GRAV-     980,054.4   (mgal)                       NAVD 88
 LU1777
 LU1777  VERT ORDER  -  FIRST     CLASS II
 LU1777
 LU1777.The horizontal coordinates were scaled from a topographic map and have
 LU1777.an estimated accuracy of +/- 6 seconds.
 LU1777.
 LU1777.The orthometric height was determined by differential leveling and
 LU1777.adjusted in June 1991.
 LU1777
 LU1777.The geoid height was determined by GEOID09.
 LU1777
 LU1777.The dynamic height is computed by dividing the NAVD 88
 LU1777.geopotential number by the normal gravity value computed on the
 LU1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1777.degrees latitude (g = 980.6199 gals.).
 LU1777
 LU1777.The modeled gravity was interpolated from observed gravity values.
 LU1777
 LU1777;                    North         East    Units  Estimated Accuracy
 LU1777;SPC CA 1     -   664,580.    1,875,890.      MT  (+/- 180 meters Scaled)
 LU1777
 LU1777                          SUPERSEDED SURVEY CONTROL
 LU1777
 LU1777.No superseded survey control is available for this station.
 LU1777
 LU1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL602173(NAD 83)
 LU1777
 LU1777_MARKER: I = METAL ROD
 LU1777_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1777_SP_SET: STAINLESS STEEL ROD
 LU1777_STAMPING: P 1422 1988
 LU1777_MARK LOGO: NGS   
 LU1777_PROJECTION: FLUSH
 LU1777_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1777+STABILITY: POSITION/ELEVATION WELL
 LU1777_ROD/PIPE-DEPTH: 4.8  meters
 LU1777
 LU1777  HISTORY     - Date     Condition        Report By
 LU1777  HISTORY     - 1988     MONUMENTED       NGS
 LU1777
 LU1777                          STATION DESCRIPTION
 LU1777
 LU1777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1777'25.5 KM (15.85 MI) SE FROM WILLOW CREEK.
 LU1777'25.5 KM (15.85 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1777'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, OR 25.4 KM (15.80 MI)
 LU1777'NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE POST OFFICE IN BIG
 LU1777'BAR, 19.4 M (63.6 FT) SOUTHEAST OF THE CENTER OF UNDERWOOD MOUNTAIN
 LU1777'ROAD, 11.2 M (36.7 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 LU1777'AND 9.9 M (32.5 FT) NORTHWEST OF THE WEST END OF PIPE CULVERT NUMBER
 LU1777'11.82. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1777'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 LU1777'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1822 ***********************************************************************
 LU1822  DESIGNATION -  P 1423
 LU1822  PID         -  LU1822
 LU1822  STATE/COUNTY-  CA/TRINITY
 LU1822  USGS QUAD   -  WEAVERVILLE (1982)
 LU1822
 LU1822                         *CURRENT SURVEY CONTROL
 LU1822  ___________________________________________________________________
 LU1822* NAD 83(1986)-  40 43 03.     (N)    122 55 35.     (W)     SCALED    
 LU1822* NAVD 88     -       601.729  (meters)    1974.17   (feet)  ADJUSTED  
 LU1822  ___________________________________________________________________
 LU1822  GEOID HEIGHT-         -26.69  (meters)                     GEOID09
 LU1822  DYNAMIC HT  -         601.369 (meters)    1972.99  (feet)  COMP
 LU1822  MODELED GRAV-     980,008.6   (mgal)                       NAVD 88
 LU1822
 LU1822  VERT ORDER  -  FIRST     CLASS II
 LU1822
 LU1822.The horizontal coordinates were scaled from a topographic map and have
 LU1822.an estimated accuracy of +/- 6 seconds.
 LU1822.
 LU1822.The orthometric height was determined by differential leveling and
 LU1822.adjusted in June 1991.
 LU1822
 LU1822.The geoid height was determined by GEOID09.
 LU1822
 LU1822.The dynamic height is computed by dividing the NAVD 88
 LU1822.geopotential number by the normal gravity value computed on the
 LU1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1822.degrees latitude (g = 980.6199 gals.).
 LU1822
 LU1822.The modeled gravity was interpolated from observed gravity values.
 LU1822
 LU1822;                    North         East    Units  Estimated Accuracy
 LU1822;SPC CA 1     -   654,110.    1,921,740.      MT  (+/- 180 meters Scaled)
 LU1822
 LU1822                          SUPERSEDED SURVEY CONTROL
 LU1822
 LU1822.No superseded survey control is available for this station.
 LU1822
 LU1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL062074(NAD 83)
 LU1822
 LU1822_MARKER: I = METAL ROD
 LU1822_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1822_SP_SET: STAINLESS STEEL ROD
 LU1822_STAMPING: P 1423 1988
 LU1822_MARK LOGO: NGS   
 LU1822_PROJECTION: FLUSH
 LU1822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1822+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1822_ROD/PIPE-DEPTH: 3.4  meters
 LU1822
 LU1822  HISTORY     - Date     Condition        Report By
 LU1822  HISTORY     - 1988     MONUMENTED       NGS
 LU1822  HISTORY     - 20030910 GOOD             CADT
 LU1822
 LU1822                          STATION DESCRIPTION
 LU1822
 LU1822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1822'IN WEAVERVILLE.
 LU1822'IN WEAVERVILLE, AT THE JUNCTION OF STATE HIGHWAY 299 AND RANSMON ROAD,
 LU1822'51.2 M (168.0 FT) SOUTHEAST OF THE CENTER OF THE ROAD, 12.8 M
 LU1822'(42.0 FT) SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO THE TRINITY
 LU1822'TIRE SHOP, 12.5 M (41.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 LU1822'HIGHWAY, AND 1.0 M (3.3 FT) NORTHWEST OF UTILITY POLE NUMBER CTC
 LU1822'1131118. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LU1822'CAP.
 LU1822'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST
 LU1822'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 LU1822
 LU1822                          STATION RECOVERY (2003)
 LU1822
 LU1822'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1822'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1827 ***********************************************************************
 LU1827  DESIGNATION -  P 1424
 LU1827  PID         -  LU1827
 LU1827  STATE/COUNTY-  CA/TRINITY
 LU1827  USGS QUAD   -  WEAVERVILLE (1982)
 LU1827
 LU1827                         *CURRENT SURVEY CONTROL
 LU1827  ___________________________________________________________________
 LU1827* NAD 83(1986)-  40 39 06.     (N)    122 56 38.     (W)     SCALED    
 LU1827* NAVD 88     -       507.067  (meters)    1663.60   (feet)  ADJUSTED  
 LU1827  ___________________________________________________________________
 LU1827  GEOID HEIGHT-         -26.98  (meters)                     GEOID09
 LU1827  DYNAMIC HT  -         506.768 (meters)    1662.62  (feet)  COMP
 LU1827  MODELED GRAV-     980,019.7   (mgal)                       NAVD 88
 LU1827
 LU1827  VERT ORDER  -  FIRST     CLASS II
 LU1827
 LU1827.The horizontal coordinates were scaled from a topographic map and have
 LU1827.an estimated accuracy of +/- 6 seconds.
 LU1827.
 LU1827.The orthometric height was determined by differential leveling and
 LU1827.adjusted in June 1991.
 LU1827
 LU1827.The geoid height was determined by GEOID09.
 LU1827
 LU1827.The dynamic height is computed by dividing the NAVD 88
 LU1827.geopotential number by the normal gravity value computed on the
 LU1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1827.degrees latitude (g = 980.6199 gals.).
 LU1827
 LU1827.The modeled gravity was interpolated from observed gravity values.
 LU1827
 LU1827;                    North         East    Units  Estimated Accuracy
 LU1827;SPC CA 1     -   646,810.    1,920,180.      MT  (+/- 180 meters Scaled)
 LU1827
 LU1827                          SUPERSEDED SURVEY CONTROL
 LU1827
 LU1827.No superseded survey control is available for this station.
 LU1827
 LU1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL047000(NAD 83)
 LU1827
 LU1827_MARKER: I = METAL ROD
 LU1827_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1827+WITH SETTING: INFORMATION.
 LU1827_SP_SET: SHALLOW-SET METAL ROD
 LU1827_STAMPING: P 1424 1988
 LU1827_MARK LOGO: NGS   
 LU1827_PROJECTION: FLUSH
 LU1827_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1827_ROD/PIPE-DEPTH: 1.6  meters
 LU1827
 LU1827  HISTORY     - Date     Condition        Report By
 LU1827  HISTORY     - 1988     MONUMENTED       NGS
 LU1827
 LU1827                          STATION DESCRIPTION
 LU1827
 LU1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1827'IN DOUGLAS CITY.
 LU1827'IN DOUGLAS CITY, AT THE JUNCTION OF STATE HIGHWAY 299 AND STEINER FLAT
 LU1827'ROAD, 29.3 M (96.1 FT) SOUTHWEST OF THE CENTER OF THE HIGHWAY, 12.7 M
 LU1827'(41.7 FT) SOUTHEAST OF THE CENTERLINE OF THE ROAD, 7.9 M (25.9 FT)
 LU1827'SOUTHWEST OF THE SOUTHEAST END OF A DRAIN PIPE, 0.7 M (2.3 FT)
 LU1827'SOUTHEAST OF THE NORTHWEST END OF A CHAIN LINK FENCE, AND 0.3 M
 LU1827'(1.0 FT) NORTHEAST OF A CHAIN LINK FENCE. NOTE--ACCESS TO DATUM POINT
 LU1827'IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1827'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 LU1827'THE MARK IS 0.6 M ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1851 ***********************************************************************
 LU1851  DESIGNATION -  P 1425
 LU1851  PID         -  LU1851
 LU1851  STATE/COUNTY-  CA/SHASTA
 LU1851  USGS QUAD   -  FRENCH GULCH (1979)
 LU1851
 LU1851                         *CURRENT SURVEY CONTROL
 LU1851  ___________________________________________________________________
 LU1851* NAD 83(1986)-  40 39 16.     (N)    122 42 26.     (W)     SCALED    
 LU1851* NAVD 88     -       727.161  (meters)    2385.69   (feet)  ADJUSTED  
 LU1851  ___________________________________________________________________
 LU1851  GEOID HEIGHT-         -26.80  (meters)                     GEOID09
 LU1851  DYNAMIC HT  -         726.700 (meters)    2384.18  (feet)  COMP
 LU1851  MODELED GRAV-     979,968.1   (mgal)                       NAVD 88
 LU1851
 LU1851  VERT ORDER  -  FIRST     CLASS II
 LU1851
 LU1851.The horizontal coordinates were scaled from a topographic map and have
 LU1851.an estimated accuracy of +/- 6 seconds.
 LU1851.
 LU1851.The orthometric height was determined by differential leveling and
 LU1851.adjusted in June 1991.
 LU1851
 LU1851.The geoid height was determined by GEOID09.
 LU1851
 LU1851.The dynamic height is computed by dividing the NAVD 88
 LU1851.geopotential number by the normal gravity value computed on the
 LU1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1851.degrees latitude (g = 980.6199 gals.).
 LU1851
 LU1851.The modeled gravity was interpolated from observed gravity values.
 LU1851
 LU1851;                    North         East    Units  Estimated Accuracy
 LU1851;SPC CA 1     -   646,930.    1,940,200.      MT  (+/- 180 meters Scaled)
 LU1851
 LU1851                          SUPERSEDED SURVEY CONTROL
 LU1851
 LU1851.No superseded survey control is available for this station.
 LU1851
 LU1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL247004(NAD 83)
 LU1851
 LU1851_MARKER: I = METAL ROD
 LU1851_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1851_SP_SET: STAINLESS STEEL ROD
 LU1851_STAMPING: P 1425 1988
 LU1851_MARK LOGO: NGS   
 LU1851_PROJECTION: FLUSH
 LU1851_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1851+STABILITY: POSITION/ELEVATION WELL
 LU1851_ROD/PIPE-DEPTH: 5.5  meters
 LU1851
 LU1851  HISTORY     - Date     Condition        Report By
 LU1851  HISTORY     - 1988     MONUMENTED       NGS
 LU1851
 LU1851                          STATION DESCRIPTION
 LU1851
 LU1851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1851'34.1 KM (21.20 MI) WEST FROM REDDING.
 LU1851'34.1 KM (21.20 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1851'WITH CALIFORNIA STREET IN REDDING, 4.6 KM (2.85 MI) NORTHEASTLY OF
 LU1851'BUCKHORN SUMMIT AND THE SHASTA-TRINITY COUNTY LINE, AND 23.7 M
 LU1851'(77.8 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY. NOTE--ACCESS TO
 LU1851'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1851'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LU1851'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1865 ***********************************************************************
 LU1865  DESIGNATION -  P 1429
 LU1865  PID         -  LU1865
 LU1865  STATE/COUNTY-  CA/SHASTA
 LU1865  USGS QUAD   -  WHISKEYTOWN (1979)
 LU1865
 LU1865                         *CURRENT SURVEY CONTROL
 LU1865  ___________________________________________________________________
 LU1865* NAD 83(1986)-  40 37 49.     (N)    122 33 06.     (W)     SCALED    
 LU1865* NAVD 88     -       387.992  (meters)    1272.94   (feet)  ADJUSTED  
 LU1865  ___________________________________________________________________
 LU1865  GEOID HEIGHT-         -27.09  (meters)                     GEOID09
 LU1865  DYNAMIC HT  -         387.781 (meters)    1272.24  (feet)  COMP
 LU1865  MODELED GRAV-     980,070.8   (mgal)                       NAVD 88
 LU1865
 LU1865  VERT ORDER  -  FIRST     CLASS II
 LU1865
 LU1865.The horizontal coordinates were scaled from a topographic map and have
 LU1865.an estimated accuracy of +/- 6 seconds.
 LU1865.
 LU1865.The orthometric height was determined by differential leveling and
 LU1865.adjusted in June 1991.
 LU1865
 LU1865.The geoid height was determined by GEOID09.
 LU1865
 LU1865.The dynamic height is computed by dividing the NAVD 88
 LU1865.geopotential number by the normal gravity value computed on the
 LU1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1865.degrees latitude (g = 980.6199 gals.).
 LU1865
 LU1865.The modeled gravity was interpolated from observed gravity values.
 LU1865
 LU1865;                    North         East    Units  Estimated Accuracy
 LU1865;SPC CA 1     -   644,160.    1,953,330.      MT  (+/- 180 meters Scaled)
 LU1865
 LU1865                          SUPERSEDED SURVEY CONTROL
 LU1865
 LU1865.No superseded survey control is available for this station.
 LU1865
 LU1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK379978(NAD 83)
 LU1865
 LU1865_MARKER: DB = BENCH MARK DISK
 LU1865_SETTING: 66 = SET IN ROCK OUTCROP
 LU1865_SP_SET: BEDROCK
 LU1865_STAMPING: P 1429 1988
 LU1865_MARK LOGO: NGS   
 LU1865_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1865+STABILITY: POSITION/ELEVATION WELL
 LU1865
 LU1865  HISTORY     - Date     Condition        Report By
 LU1865  HISTORY     - 1988     MONUMENTED       NGS
 LU1865
 LU1865                          STATION DESCRIPTION
 LU1865
 LU1865'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1865'15.5 KM (9.65 MI) WEST FROM REDDING.
 LU1865'15.5 KM (9.65 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1865'WITH CALIFORNIA STREET IN REDDING, 0.9 KM (0.55 MI) SOUTHEAST OF THE
 LU1865'JUNCTION OF A PAVED ROAD LEADING TO WHISKEYTOWN, IN AN EXPOSED AREA
 LU1865'OF BEDROCK IN A HIGHWAY CUT, 144.0 M (472.4 FT) SOUTHEAST OF THE
 LU1865'SOUTH CORNER OF A BRIDGE SPANNING WHISKEYTOWN LAKE, 111.0 M
 LU1865'(364.2 FT) NORTHWEST OF THE SOUTHEAST END OF THE CUT, AND 7.3 M
 LU1865'(24.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LU1865'THE MARK IS 0.15 METERS  WNW FROM  A WITNESS POST
 LU1865'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0910 ***********************************************************************
 LU0910  DESIGNATION -  P 76
 LU0910  PID         -  LU0910
 LU0910  STATE/COUNTY-  CA/TRINITY
 LU0910  USGS QUAD   -  IRONSIDE MTN (1982)
 LU0910
 LU0910                         *CURRENT SURVEY CONTROL
 LU0910  ___________________________________________________________________
 LU0910* NAD 83(1986)-  40 47 25.     (N)    123 24 46.     (W)     SCALED    
 LU0910* NAVD 88     -       308.329  (meters)    1011.58   (feet)  ADJUSTED  
 LU0910  ___________________________________________________________________
 LU0910  GEOID HEIGHT-         -27.35  (meters)                     GEOID09
 LU0910  DYNAMIC HT  -         308.151 (meters)    1010.99  (feet)  COMP
 LU0910  MODELED GRAV-     980,040.0   (mgal)                       NAVD 88
 LU0910
 LU0910  VERT ORDER  -  FIRST     CLASS II
 LU0910
 LU0910.The horizontal coordinates were scaled from a topographic map and have
 LU0910.an estimated accuracy of +/- 6 seconds.
 LU0910.
 LU0910.The orthometric height was determined by differential leveling and
 LU0910.adjusted in June 1991.
 LU0910
 LU0910.The geoid height was determined by GEOID09.
 LU0910
 LU0910.The dynamic height is computed by dividing the NAVD 88
 LU0910.geopotential number by the normal gravity value computed on the
 LU0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0910.degrees latitude (g = 980.6199 gals.).
 LU0910
 LU0910.The modeled gravity was interpolated from observed gravity values.
 LU0910
 LU0910;                    North         East    Units  Estimated Accuracy
 LU0910;SPC CA 1     -   662,740.    1,880,780.      MT  (+/- 180 meters Scaled)
 LU0910
 LU0910                          SUPERSEDED SURVEY CONTROL
 LU0910
 LU0910  NGVD 29 (12/02/92)  307.369  (m)         1008.43   (f) ADJUSTED    1 2
 LU0910
 LU0910.Superseded values are not recommended for survey control.
 LU0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0910.See file dsdata.txt to determine how the superseded data were derived.
 LU0910
 LU0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL651155(NAD 83)
 LU0910
 LU0910_MARKER: DB = BENCH MARK DISK
 LU0910_SETTING: 80 = SET IN A BOULDER
 LU0910_SP_SET: BOULDER
 LU0910_STAMPING: P 76 1931 1007.997
 LU0910_MARK LOGO: CGS   
 LU0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0910+STABILITY: SURFACE MOTION
 LU0910
 LU0910  HISTORY     - Date     Condition        Report By
 LU0910  HISTORY     - 1931     MONUMENTED       CGS
 LU0910  HISTORY     - 1935     GOOD             CGS
 LU0910  HISTORY     - 1988     GOOD             NGS
 LU0910
 LU0910                          STATION DESCRIPTION
 LU0910
 LU0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LU0910'4.1 MI SE FROM BURNT RANCH.
 LU0910'4.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 299 FROM BURNT RANCH,
 LU0910'TRINITY COUNTY, BETWEEN THE HIGHWAY AND TRINITY RIVER, 57 FEET
 LU0910'SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND IN THE TOP OF A ROCK
 LU0910'OUTCROP.  A STANDARD DISK, STAMPED 1007.997 P 76 1931.
 LU0910
 LU0910                          STATION RECOVERY (1988)
 LU0910
 LU0910'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0910'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  18.8 KM
 LU0910'(11.70 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE POST OFFICE
 LU0910'IN BIG BAR, IN THE CENTER OF AN 8 BY 18 FOOT BOULDER THAT PROJECTS
 LU0910'41-INCHES ABOVE THE GROUND SURFACE, 31.0 M (101.7 FT) SOUTHWEST OF
 LU0910'TRINITY COUNTY MILE MARKER 16.00, AND 15.7 M (51.5 FT) SOUTHEAST OF
 LU0910'THE CENTERLINE OF THE HIGHWAY.
 LU0910'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1708 ***********************************************************************
 LU1708  DESIGNATION -  Q 1402
 LU1708  PID         -  LU1708
 LU1708  STATE/COUNTY-  CA/HUMBOLDT
 LU1708  USGS QUAD   -  BLUE LAKE (1979)
 LU1708
 LU1708                         *CURRENT SURVEY CONTROL
 LU1708  ___________________________________________________________________
 LU1708* NAD 83(1986)-  40 54 48.     (N)    123 54 59.     (W)     SCALED    
 LU1708* NAVD 88     -       165.856  (meters)     544.15   (feet)  ADJUSTED  
 LU1708  ___________________________________________________________________
 LU1708  GEOID HEIGHT-         -29.20  (meters)                     GEOID09
 LU1708  DYNAMIC HT  -         165.773 (meters)     543.87  (feet)  COMP
 LU1708  MODELED GRAV-     980,124.9   (mgal)                       NAVD 88
 LU1708
 LU1708  VERT ORDER  -  FIRST     CLASS II
 LU1708
 LU1708.The horizontal coordinates were scaled from a topographic map and have
 LU1708.an estimated accuracy of +/- 6 seconds.
 LU1708.
 LU1708.The orthometric height was determined by differential leveling and
 LU1708.adjusted in June 1991.
 LU1708
 LU1708.The geoid height was determined by GEOID09.
 LU1708
 LU1708.The dynamic height is computed by dividing the NAVD 88
 LU1708.geopotential number by the normal gravity value computed on the
 LU1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1708.degrees latitude (g = 980.6199 gals.).
 LU1708
 LU1708.The modeled gravity was interpolated from observed gravity values.
 LU1708
 LU1708;                    North         East    Units  Estimated Accuracy
 LU1708;SPC CA 1     -   677,200.    1,838,580.      MT  (+/- 180 meters Scaled)
 LU1708
 LU1708                          SUPERSEDED SURVEY CONTROL
 LU1708
 LU1708  NGVD 29 (12/02/92)  164.841  (m)          540.82   (f) ADJUSTED    1 2
 LU1708
 LU1708.Superseded values are not recommended for survey control.
 LU1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1708.See file dsdata.txt to determine how the superseded data were derived.
 LU1708
 LU1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL228295(NAD 83)
 LU1708
 LU1708_MARKER: DB = BENCH MARK DISK
 LU1708_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1708_SP_SET: ABUTMENT
 LU1708_STAMPING: Q 1402 1988
 LU1708_MARK LOGO: NGS   
 LU1708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1708
 LU1708  HISTORY     - Date     Condition        Report By
 LU1708  HISTORY     - 1988     MONUMENTED       NGS
 LU1708
 LU1708                          STATION DESCRIPTION
 LU1708
 LU1708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1708'17.8 KM (11.05 MI) EAST FROM ARCATA.
 LU1708'17.8 KM (11.05 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1708'OF U.S. HIGHWAY 101 IN ARCATA, IN TOP OF AND 0.1 M (0.3 FT) WEST OF
 LU1708'THE EAST END OF THE SOUTH CONCRETE ABUTMENT CURB OF HIGHWAY BRIDGE
 LU1708'NUMBER 4-194 SPANNING THE NORTH FORK OF THE MAD RIVER, 14.8 M
 LU1708'(48.6 FT) NORTH OF THE SOUTH END OF THE BRIDGE RETAINING WALL, AND 5.1
 LU1708'M (16.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY.
 LU1708'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1732 ***********************************************************************
 LU1732  DESIGNATION -  Q 1403
 LU1732  PID         -  LU1732
 LU1732  STATE/COUNTY-  CA/HUMBOLDT
 LU1732  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1732
 LU1732                         *CURRENT SURVEY CONTROL
 LU1732  ___________________________________________________________________
 LU1732* NAD 83(1986)-  40 55 19.     (N)    123 48 30.     (W)     SCALED    
 LU1732* NAVD 88     -       570.849  (meters)    1872.86   (feet)  ADJUSTED  
 LU1732  ___________________________________________________________________
 LU1732  GEOID HEIGHT-         -28.59  (meters)                     GEOID09
 LU1732  DYNAMIC HT  -         570.555 (meters)    1871.90  (feet)  COMP
 LU1732  MODELED GRAV-     980,091.1   (mgal)                       NAVD 88
 LU1732
 LU1732  VERT ORDER  -  FIRST     CLASS II
 LU1732
 LU1732.The horizontal coordinates were scaled from a topographic map and have
 LU1732.an estimated accuracy of +/- 6 seconds.
 LU1732.
 LU1732.The orthometric height was determined by differential leveling and
 LU1732.adjusted in June 1991.
 LU1732
 LU1732.The geoid height was determined by GEOID09.
 LU1732
 LU1732.The dynamic height is computed by dividing the NAVD 88
 LU1732.geopotential number by the normal gravity value computed on the
 LU1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1732.degrees latitude (g = 980.6199 gals.).
 LU1732
 LU1732.The modeled gravity was interpolated from observed gravity values.
 LU1732
 LU1732;                    North         East    Units  Estimated Accuracy
 LU1732;SPC CA 1     -   677,970.    1,847,700.      MT  (+/- 180 meters Scaled)
 LU1732
 LU1732                          SUPERSEDED SURVEY CONTROL
 LU1732
 LU1732.No superseded survey control is available for this station.
 LU1732
 LU1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL319304(NAD 83)
 LU1732
 LU1732_MARKER: I = METAL ROD
 LU1732_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1732_SP_SET: STAINLESS STEEL ROD
 LU1732_STAMPING: Q 1403 1988
 LU1732_MARK LOGO: NGS   
 LU1732_PROJECTION: FLUSH
 LU1732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1732+STABILITY: POSITION/ELEVATION WELL
 LU1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1732+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 LU1732_ROD/PIPE-DEPTH: 7.3  meters
 LU1732
 LU1732  HISTORY     - Date     Condition        Report By
 LU1732  HISTORY     - 1988     MONUMENTED       NGS
 LU1732  HISTORY     - 20050608 GOOD             CADT
 LU1732
 LU1732                          STATION DESCRIPTION
 LU1732
 LU1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1732'21.8 KM (13.55 MI) WEST FROM WILLOW CREEK.
 LU1732'21.8 KM (13.55 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1732'OF STATE HIGHWAY 96 IN WILLOW CREEK, AT THE EAST END OF A HIGHWAY
 LU1732'CUT, ON THE OUTSIDE OF A CURVE, 0.9 KM (0.55 MI) WEST OF THE
 LU1732'INTERSECTION OF CHEZEM ROAD, 10.6 M (34.8 FT) SOUTHEAST OF THE
 LU1732'CENTERLINE OF THE HIGHWAY, AND 6.0 M (19.7 FT) SOUTHWEST OF THE WEST
 LU1732'END OF A GUARDRAIL. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LU1732'5-INCH LOGO CAP.
 LU1732'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LU1732'THE MARK IS 0.7 M ABOVE THE HIGHWAY.
 LU1732
 LU1732                          STATION RECOVERY (2005)
 LU1732
 LU1732'RECOVERY NOTE BY CALTRANS 2005 (REB)
 LU1732'DESIGNATION Q 1403 US HWY299 PM 25.21
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1755 ***********************************************************************
 LU1755  DESIGNATION -  Q 1406
 LU1755  PID         -  LU1755
 LU1755  STATE/COUNTY-  CA/HUMBOLDT
 LU1755  USGS QUAD   -  SALYER (1979)
 LU1755
 LU1755                         *CURRENT SURVEY CONTROL
 LU1755  ___________________________________________________________________
 LU1755* NAD 83(1986)-  40 55 56.4    (N)    123 37 30.4    (W)     HD_HELD2  
 LU1755* NAVD 88     -       213.176  (meters)     699.39   (feet)  ADJUSTED  
 LU1755  ___________________________________________________________________
 LU1755  GEOID HEIGHT-         -27.93  (meters)                     GEOID09
 LU1755  DYNAMIC HT  -         213.070 (meters)     699.05  (feet)  COMP
 LU1755  MODELED GRAV-     980,123.3   (mgal)                       NAVD 88
 LU1755
 LU1755  VERT ORDER  -  FIRST     CLASS II
 LU1755
 LU1755.The horizontal coordinates were established by autonomous hand held GPS
 LU1755.observations and have an estimated accuracy of +/- 10 meters.
 LU1755.
 LU1755.The orthometric height was determined by differential leveling and
 LU1755.adjusted in June 1991.
 LU1755
 LU1755.The geoid height was determined by GEOID09.
 LU1755
 LU1755.The dynamic height is computed by dividing the NAVD 88
 LU1755.geopotential number by the normal gravity value computed on the
 LU1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1755.degrees latitude (g = 980.6199 gals.).
 LU1755
 LU1755.The modeled gravity was interpolated from observed gravity values.
 LU1755
 LU1755;                    North         East    Units  Estimated Accuracy
 LU1755;SPC CA 1     -   678,818.    1,863,153.      MT  (+/- 10 meters HH2 GPS)
 LU1755
 LU1755                          SUPERSEDED SURVEY CONTROL
 LU1755
 LU1755.No superseded survey control is available for this station.
 LU1755
 LU1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL4737331433(NAD 83)
 LU1755
 LU1755_MARKER: I = METAL ROD
 LU1755_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1755_SP_SET: STAINLESS STEEL ROD
 LU1755_STAMPING: Q 1406 1988
 LU1755_MARK LOGO: NGS   
 LU1755_PROJECTION: FLUSH
 LU1755_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1755+STABILITY: POSITION/ELEVATION WELL
 LU1755_ROD/PIPE-DEPTH: 10.1 meters
 LU1755
 LU1755  HISTORY     - Date     Condition        Report By
 LU1755  HISTORY     - 1988     MONUMENTED       NGS
 LU1755
 LU1755                          STATION DESCRIPTION
 LU1755
 LU1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1755'1.1 KM (0.70 MI) SE FROM WILLOW CREEK.
 LU1755'1.1 KM (0.70 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1755'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, 17.3 M (56.8 FT) EAST
 LU1755'OF THE CENTERLINE OF THE HIGHWAY, 11.1 M (36.4 FT) NORTH-NORTHEAST OF
 LU1755'UTILITY POLE NUMBER CTC 1134203, 5.2 M (17.1 FT) NORTH OF THE
 LU1755'EXTENDED CENTER OF PANTHER ROAD, AND 1.6 M (5.2 FT) EAST OF A FENCE
 LU1755'CORNER. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1755'THE MARK IS 0.1 METERS  W FROM  A WITNESS POST
 LU1755'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1778 ***********************************************************************
 LU1778  DESIGNATION -  Q 1422
 LU1778  PID         -  LU1778
 LU1778  STATE/COUNTY-  CA/TRINITY
 LU1778  USGS QUAD   -  IRONSIDE MTN (1982)
 LU1778
 LU1778                         *CURRENT SURVEY CONTROL
 LU1778  ___________________________________________________________________
 LU1778* NAD 83(1986)-  40 48 04.     (N)    123 27 56.     (W)     SCALED    
 LU1778* NAVD 88     -       406.417  (meters)    1333.39   (feet)  ADJUSTED  
 LU1778  ___________________________________________________________________
 LU1778  GEOID HEIGHT-         -27.56  (meters)                     GEOID09
 LU1778  DYNAMIC HT  -         406.185 (meters)    1332.63  (feet)  COMP
 LU1778  MODELED GRAV-     980,041.7   (mgal)                       NAVD 88
 LU1778
 LU1778  VERT ORDER  -  FIRST     CLASS II
 LU1778
 LU1778.The horizontal coordinates were scaled from a topographic map and have
 LU1778.an estimated accuracy of +/- 6 seconds.
 LU1778.
 LU1778.The orthometric height was determined by differential leveling and
 LU1778.adjusted in June 1991.
 LU1778
 LU1778.The geoid height was determined by GEOID09.
 LU1778
 LU1778.The dynamic height is computed by dividing the NAVD 88
 LU1778.geopotential number by the normal gravity value computed on the
 LU1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1778.degrees latitude (g = 980.6199 gals.).
 LU1778
 LU1778.The modeled gravity was interpolated from observed gravity values.
 LU1778
 LU1778;                    North         East    Units  Estimated Accuracy
 LU1778;SPC CA 1     -   664,010.    1,876,340.      MT  (+/- 180 meters Scaled)
 LU1778
 LU1778                          SUPERSEDED SURVEY CONTROL
 LU1778
 LU1778.No superseded survey control is available for this station.
 LU1778
 LU1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL607167(NAD 83)
 LU1778
 LU1778_MARKER: I = METAL ROD
 LU1778_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1778_SP_SET: STAINLESS STEEL ROD
 LU1778_STAMPING: Q 1422 1988
 LU1778_MARK LOGO: NGS   
 LU1778_PROJECTION: FLUSH
 LU1778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1778_ROD/PIPE-DEPTH: 3.4  meters
 LU1778
 LU1778  HISTORY     - Date     Condition        Report By
 LU1778  HISTORY     - 1988     MONUMENTED       NGS
 LU1778
 LU1778                          STATION DESCRIPTION
 LU1778
 LU1778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1778'24.6 KM (15.30 MI) NW FROM BIG BAR.
 LU1778'24.6 KM (15.30 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE POST
 LU1778'OFFICE IN BIG BAR, 19.7 M (64.6 FT) SOUTHWEST OF THE CENTERLINE OF
 LU1778'THE HIGHWAY, 17.2 M (56.4 FT) SOUTH OF THE SOUTHEAST END OF A
 LU1778'GUARDRAIL, AND 5.0 M (16.4 FT) SOUTHWEST OF THE CENTER OF A DIM TRACK
 LU1778'ROAD LEADING SOUTHEAST. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LU1778'5-INCH LOGO CAP.
 LU1778'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 LU1778'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1821 ***********************************************************************
 LU1821  DESIGNATION -  Q 1423
 LU1821  PID         -  LU1821
 LU1821  STATE/COUNTY-  CA/TRINITY
 LU1821  USGS QUAD   -  WEAVERVILLE (1982)
 LU1821
 LU1821                         *CURRENT SURVEY CONTROL
 LU1821  ___________________________________________________________________
 LU1821* NAD 83(1986)-  40 43 32.     (N)    122 55 56.     (W)     SCALED    
 LU1821* NAVD 88     -       617.722  (meters)    2026.64   (feet)  ADJUSTED  
 LU1821  ___________________________________________________________________
 LU1821  GEOID HEIGHT-         -26.64  (meters)                     GEOID09
 LU1821  DYNAMIC HT  -         617.351 (meters)    2025.43  (feet)  COMP
 LU1821  MODELED GRAV-     980,005.9   (mgal)                       NAVD 88
 LU1821
 LU1821  VERT ORDER  -  FIRST     CLASS II
 LU1821
 LU1821.The horizontal coordinates were scaled from a topographic map and have
 LU1821.an estimated accuracy of +/- 6 seconds.
 LU1821.
 LU1821.The orthometric height was determined by differential leveling and
 LU1821.adjusted in June 1991.
 LU1821
 LU1821.The geoid height was determined by GEOID09.
 LU1821
 LU1821.The dynamic height is computed by dividing the NAVD 88
 LU1821.geopotential number by the normal gravity value computed on the
 LU1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1821.degrees latitude (g = 980.6199 gals.).
 LU1821
 LU1821.The modeled gravity was interpolated from observed gravity values.
 LU1821
 LU1821;                    North         East    Units  Estimated Accuracy
 LU1821;SPC CA 1     -   655,010.    1,921,250.      MT  (+/- 180 meters Scaled)
 LU1821
 LU1821                          SUPERSEDED SURVEY CONTROL
 LU1821
 LU1821.No superseded survey control is available for this station.
 LU1821
 LU1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL057082(NAD 83)
 LU1821
 LU1821_MARKER: I = METAL ROD
 LU1821_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1821_SP_SET: STAINLESS STEEL ROD
 LU1821_STAMPING: Q 1423 1988
 LU1821_MARK LOGO: NGS   
 LU1821_PROJECTION: FLUSH
 LU1821_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1821+STABILITY: POSITION/ELEVATION WELL
 LU1821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1821+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2011
 LU1821_ROD/PIPE-DEPTH: 4.2  meters
 LU1821
 LU1821  HISTORY     - Date     Condition        Report By
 LU1821  HISTORY     - 1988     MONUMENTED       NGS
 LU1821  HISTORY     - 20030910 GOOD             CADT
 LU1821  HISTORY     - 20110721 GOOD             ATKNA
 LU1821
 LU1821                          STATION DESCRIPTION
 LU1821
 LU1821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1821'IN WEAVERVILLE.
 LU1821'IN WEAVERVILLE, AT THE JUNCTION OF STATE HIGHWAY 299 AND MOUNTAIN VIEW
 LU1821'STREET, 43.9 M (144.0 FT) SOUTHEAST OF THE EXTENDED CENTER OF THE
 LU1821'STREET, 40.0 M (131.2 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 LU1821'10.8 M (35.4 FT) EAST OF THE CENTER OF A DRIVEWAY LEADING NORTHWEST
 LU1821'TO THE SWISS VILLAGE MOTEL, 6.5 M (21.3 FT) SOUTHWEST OFF THE
 LU1821'SOUTHWEST CORNER OF THE FIRST BAPTIST CHURCH, 4.7 M (15.4 FT)
 LU1821'NORTHEAST OF THE SOUTHWEST END OF A FENCE, 3.4 M (11.2 FT) SOUTHEAST
 LU1821'OF THE CENTER OF A DRIVEWAY LEADING NORTHEAST TO THE MOTEL, AND 0.3 M
 LU1821'(1.0 FT) NORTHWEST OF A FENCE. NOTE--ACCESS TO DATUM POINT IS HAD
 LU1821'THROUGH A 5-INCH LOGO CAP.
 LU1821'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST
 LU1821'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 LU1821
 LU1821                          STATION RECOVERY (2003)
 LU1821
 LU1821'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1821'RECOVERED IN GOOD CONDITION.
 LU1821
 LU1821                          STATION RECOVERY (2011)
 LU1821
 LU1821'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2011 (DWD)
 LU1821'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1828 ***********************************************************************
 LU1828  DESIGNATION -  Q 1424
 LU1828  PID         -  LU1828
 LU1828  STATE/COUNTY-  CA/TRINITY
 LU1828  USGS QUAD   -  WEAVERVILLE (1982)
 LU1828
 LU1828                         *CURRENT SURVEY CONTROL
 LU1828  ___________________________________________________________________
 LU1828* NAD 83(1986)-  40 39 28.     (N)    122 54 56.     (W)     SCALED    
 LU1828* NAVD 88     -       503.258  (meters)    1651.11   (feet)  ADJUSTED  
 LU1828  ___________________________________________________________________
 LU1828  GEOID HEIGHT-         -26.94  (meters)                     GEOID09
 LU1828  DYNAMIC HT  -         502.961 (meters)    1650.13  (feet)  COMP
 LU1828  MODELED GRAV-     980,019.5   (mgal)                       NAVD 88
 LU1828
 LU1828  VERT ORDER  -  FIRST     CLASS II
 LU1828
 LU1828.The horizontal coordinates were scaled from a topographic map and have
 LU1828.an estimated accuracy of +/- 6 seconds.
 LU1828.
 LU1828.The orthometric height was determined by differential leveling and
 LU1828.adjusted in June 1991.
 LU1828
 LU1828.The geoid height was determined by GEOID09.
 LU1828
 LU1828.The dynamic height is computed by dividing the NAVD 88
 LU1828.geopotential number by the normal gravity value computed on the
 LU1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1828.degrees latitude (g = 980.6199 gals.).
 LU1828
 LU1828.The modeled gravity was interpolated from observed gravity values.
 LU1828
 LU1828;                    North         East    Units  Estimated Accuracy
 LU1828;SPC CA 1     -   647,470.    1,922,580.      MT  (+/- 180 meters Scaled)
 LU1828
 LU1828                          SUPERSEDED SURVEY CONTROL
 LU1828
 LU1828.No superseded survey control is available for this station.
 LU1828
 LU1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL071007(NAD 83)
 LU1828
 LU1828_MARKER: I = METAL ROD
 LU1828_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1828_SP_SET: STAINLESS STEEL ROD
 LU1828_STAMPING: Q 1424 1988
 LU1828_MARK LOGO: NGS   
 LU1828_PROJECTION: FLUSH
 LU1828_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1828+STABILITY: POSITION/ELEVATION WELL
 LU1828_ROD/PIPE-DEPTH: 4.1  meters
 LU1828
 LU1828  HISTORY     - Date     Condition        Report By
 LU1828  HISTORY     - 1988     MONUMENTED       NGS
 LU1828
 LU1828                          STATION DESCRIPTION
 LU1828
 LU1828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1828'12.6 KM (7.85 MI) EAST FROM WEAVERVILLE.
 LU1828'12.6 KM (7.85 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1828'OF STATE HIGHWAY 3 IN WEAVERVILLE, 0.2 KM (0.10 MI) NORTHWEST OF A
 LU1828'HIGHWAY BRIDGE SPANNING INDIAN CREEK, AND 13.6 M (44.6 FT) SOUTHWEST
 LU1828'OF THE CENTERLINE OF THE HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD
 LU1828'THROUGH A 5-INCH LOGO CAP.
 LU1828'THE MARK IS 0.2 METERS  NE FROM  A WITNESS POST
 LU1828'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1852 ***********************************************************************
 LU1852  DESIGNATION -  Q 1425
 LU1852  PID         -  LU1852
 LU1852  STATE/COUNTY-  CA/SHASTA
 LU1852  USGS QUAD   -  FRENCH GULCH (1979)
 LU1852
 LU1852                         *CURRENT SURVEY CONTROL
 LU1852  ___________________________________________________________________
 LU1852* NAD 83(1986)-  40 39 25.     (N)    122 42 04.     (W)     SCALED    
 LU1852* NAVD 88     -       687.923  (meters)    2256.96   (feet)  ADJUSTED  
 LU1852  ___________________________________________________________________
 LU1852  GEOID HEIGHT-         -26.80  (meters)                     GEOID09
 LU1852  DYNAMIC HT  -         687.487 (meters)    2255.53  (feet)  COMP
 LU1852  MODELED GRAV-     979,969.4   (mgal)                       NAVD 88
 LU1852
 LU1852  VERT ORDER  -  FIRST     CLASS II
 LU1852
 LU1852.The horizontal coordinates were scaled from a topographic map and have
 LU1852.an estimated accuracy of +/- 6 seconds.
 LU1852.
 LU1852.The orthometric height was determined by differential leveling and
 LU1852.adjusted in June 1991.
 LU1852
 LU1852.The geoid height was determined by GEOID09.
 LU1852
 LU1852.The dynamic height is computed by dividing the NAVD 88
 LU1852.geopotential number by the normal gravity value computed on the
 LU1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1852.degrees latitude (g = 980.6199 gals.).
 LU1852
 LU1852.The modeled gravity was interpolated from observed gravity values.
 LU1852
 LU1852;                    North         East    Units  Estimated Accuracy
 LU1852;SPC CA 1     -   647,210.    1,940,710.      MT  (+/- 180 meters Scaled)
 LU1852
 LU1852                          SUPERSEDED SURVEY CONTROL
 LU1852
 LU1852.No superseded survey control is available for this station.
 LU1852
 LU1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL252007(NAD 83)
 LU1852
 LU1852_MARKER: I = METAL ROD
 LU1852_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1852_SP_SET: STAINLESS STEEL ROD
 LU1852_STAMPING: Q 1425 1988
 LU1852_MARK LOGO: NGS   
 LU1852_PROJECTION: FLUSH
 LU1852_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1852+STABILITY: POSITION/ELEVATION WELL
 LU1852_ROD/PIPE-DEPTH: 4.6  meters
 LU1852
 LU1852  HISTORY     - Date     Condition        Report By
 LU1852  HISTORY     - 1988     MONUMENTED       NGS
 LU1852
 LU1852                          STATION DESCRIPTION
 LU1852
 LU1852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1852'33.3 KM (20.70 MI) WEST FROM REDDING.
 LU1852'33.3 KM (20.70 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1852'WITH CALIFORNIA STREET IN REDDING, 14.0 M (45.9 FT) NORTHWEST OF THE
 LU1852'CENTERLINE OF THE HIGHWAY, AND 10.7 M (35.1 FT) NORTHEAST OF THE
 LU1852'CENTER OF A CATCH BASIN. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A
 LU1852'5-INCH LOGO CAP.
 LU1852'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LU1852'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1863 ***********************************************************************
 LU1863  DESIGNATION -  Q 1429
 LU1863  PID         -  LU1863
 LU1863  STATE/COUNTY-  CA/SHASTA
 LU1863  USGS QUAD   -  WHISKEYTOWN (1979)
 LU1863
 LU1863                         *CURRENT SURVEY CONTROL
 LU1863  ___________________________________________________________________
 LU1863* NAD 83(1986)-  40 38 38.     (N)    122 34 20.     (W)     SCALED    
 LU1863* NAVD 88     -       387.181  (meters)    1270.28   (feet)  ADJUSTED  
 LU1863  ___________________________________________________________________
 LU1863  GEOID HEIGHT-         -26.99  (meters)                     GEOID09
 LU1863  DYNAMIC HT  -         386.970 (meters)    1269.58  (feet)  COMP
 LU1863  MODELED GRAV-     980,070.7   (mgal)                       NAVD 88
 LU1863
 LU1863  VERT ORDER  -  FIRST     CLASS II
 LU1863
 LU1863.The horizontal coordinates were scaled from a topographic map and have
 LU1863.an estimated accuracy of +/- 6 seconds.
 LU1863.
 LU1863.The orthometric height was determined by differential leveling and
 LU1863.adjusted in June 1991.
 LU1863
 LU1863.The geoid height was determined by GEOID09.
 LU1863
 LU1863.The dynamic height is computed by dividing the NAVD 88
 LU1863.geopotential number by the normal gravity value computed on the
 LU1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1863.degrees latitude (g = 980.6199 gals.).
 LU1863
 LU1863.The modeled gravity was interpolated from observed gravity values.
 LU1863
 LU1863;                    North         East    Units  Estimated Accuracy
 LU1863;SPC CA 1     -   645,680.    1,951,600.      MT  (+/- 180 meters Scaled)
 LU1863
 LU1863                          SUPERSEDED SURVEY CONTROL
 LU1863
 LU1863.No superseded survey control is available for this station.
 LU1863
 LU1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK361993(NAD 83)
 LU1863
 LU1863_MARKER: DB = BENCH MARK DISK
 LU1863_SETTING: 66 = SET IN ROCK OUTCROP
 LU1863_SP_SET: BEDROCK
 LU1863_STAMPING: Q 1429 1988
 LU1863_MARK LOGO: NGS   
 LU1863_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1863+STABILITY: POSITION/ELEVATION WELL
 LU1863
 LU1863  HISTORY     - Date     Condition        Report By
 LU1863  HISTORY     - 1988     MONUMENTED       NGS
 LU1863
 LU1863                          STATION DESCRIPTION
 LU1863
 LU1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1863'17.9 KM (11.10 MI) WEST FROM REDDING.
 LU1863'17.9 KM (11.10 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1863'WITH CALIFORNIA STREET IN REDDING, IN AN EXPOSED AREA OF BEDROCK IN A
 LU1863'HIGHWAY CUT, 96.0 M (315.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 LU1863'HIGHWAY CUT AND NORTH OF A POWERLINE CROSSING THE HIGHWAY, 24.5 M
 LU1863'(80.4 FT) NORTHWEST OF MILEPOST 13, AND 7.4 M (24.3 FT) SOUTHWEST OF
 LU1863'THE CENTERLINE OF THE HIGHWAY.
 LU1863'THE MARK IS 0.4 METERS  NNW FROM  A WITNESS POST
 LU1863'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1709 ***********************************************************************
 LU1709  DESIGNATION -  R 1402
 LU1709  PID         -  LU1709
 LU1709  STATE/COUNTY-  CA/HUMBOLDT
 LU1709  USGS QUAD   -  BLUE LAKE (1979)
 LU1709
 LU1709                         *CURRENT SURVEY CONTROL
 LU1709  ___________________________________________________________________
 LU1709* NAD 83(1986)-  40 54 52.     (N)    123 54 59.     (W)     SCALED    
 LU1709* NAVD 88     -       175.524  (meters)     575.87   (feet)  ADJUSTED  
 LU1709  ___________________________________________________________________
 LU1709  GEOID HEIGHT-         -29.20  (meters)                     GEOID09
 LU1709  DYNAMIC HT  -         175.436 (meters)     575.58  (feet)  COMP
 LU1709  MODELED GRAV-     980,124.4   (mgal)                       NAVD 88
 LU1709
 LU1709  VERT ORDER  -  FIRST     CLASS II
 LU1709
 LU1709.The horizontal coordinates were scaled from a topographic map and have
 LU1709.an estimated accuracy of +/- 6 seconds.
 LU1709.
 LU1709.The orthometric height was determined by differential leveling and
 LU1709.adjusted in June 1991.
 LU1709
 LU1709.The geoid height was determined by GEOID09.
 LU1709
 LU1709.The dynamic height is computed by dividing the NAVD 88
 LU1709.geopotential number by the normal gravity value computed on the
 LU1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1709.degrees latitude (g = 980.6199 gals.).
 LU1709
 LU1709.The modeled gravity was interpolated from observed gravity values.
 LU1709
 LU1709;                    North         East    Units  Estimated Accuracy
 LU1709;SPC CA 1     -   677,330.    1,838,590.      MT  (+/- 180 meters Scaled)
 LU1709
 LU1709                          SUPERSEDED SURVEY CONTROL
 LU1709
 LU1709  NGVD 29 (12/02/92)  174.509  (m)          572.53   (f) ADJUSTED    1 2
 LU1709
 LU1709.Superseded values are not recommended for survey control.
 LU1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1709.See file dsdata.txt to determine how the superseded data were derived.
 LU1709
 LU1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL228296(NAD 83)
 LU1709
 LU1709_MARKER: DB = BENCH MARK DISK
 LU1709_SETTING: 66 = SET IN ROCK OUTCROP
 LU1709_SP_SET: BEDROCK
 LU1709_STAMPING: R 1402 1988
 LU1709_MARK LOGO: NGS   
 LU1709_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1709+STABILITY: POSITION/ELEVATION WELL
 LU1709
 LU1709  HISTORY     - Date     Condition        Report By
 LU1709  HISTORY     - 1988     MONUMENTED       NGS
 LU1709
 LU1709                          STATION DESCRIPTION
 LU1709
 LU1709'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1709'18.0 KM (11.20 MI) EAST FROM ARCATA.
 LU1709'18.0 KM (11.20 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1709'OF U.S. HIGHWAY 101 IN ARCATA, IN AN EXPOSED AREA OF BEDROCK IN A
 LU1709'HIGHWAY CUT, 29.1 M (95.5 FT) NORTH OF THE NORTHWEST CORNER OF
 LU1709'HIGHWAY BRIDGE NUMBER 4-194 SPANNING THE NORTH FORK OF THE MAD RIVER,
 LU1709'12.7 M (41.7 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 4.8
 LU1709'M (15.7 FT) NORTHWEST OF A GUARDRAIL.
 LU1709'THE MARK IS 0.6 METERS  N FROM  A WITNESS POST
 LU1709'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1733 ***********************************************************************
 LU1733  DESIGNATION -  R 1403
 LU1733  PID         -  LU1733
 LU1733  STATE/COUNTY-  CA/HUMBOLDT
 LU1733  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1733
 LU1733                         *CURRENT SURVEY CONTROL
 LU1733  ___________________________________________________________________
 LU1733* NAD 83(1986)-  40 55 32.     (N)    123 48 24.     (W)     SCALED    
 LU1733* NAVD 88     -       610.931  (meters)    2004.36   (feet)  ADJUSTED  
 LU1733  ___________________________________________________________________
 LU1733  GEOID HEIGHT-         -28.57  (meters)                     GEOID09
 LU1733  DYNAMIC HT  -         610.614 (meters)    2003.32  (feet)  COMP
 LU1733  MODELED GRAV-     980,084.8   (mgal)                       NAVD 88
 LU1733
 LU1733  VERT ORDER  -  FIRST     CLASS II
 LU1733
 LU1733.The horizontal coordinates were scaled from a topographic map and have
 LU1733.an estimated accuracy of +/- 6 seconds.
 LU1733.
 LU1733.The orthometric height was determined by differential leveling and
 LU1733.adjusted in June 1991.
 LU1733
 LU1733.The geoid height was determined by GEOID09.
 LU1733
 LU1733.The dynamic height is computed by dividing the NAVD 88
 LU1733.geopotential number by the normal gravity value computed on the
 LU1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1733.degrees latitude (g = 980.6199 gals.).
 LU1733
 LU1733.The modeled gravity was interpolated from observed gravity values.
 LU1733
 LU1733;                    North         East    Units  Estimated Accuracy
 LU1733;SPC CA 1     -   678,370.    1,847,850.      MT  (+/- 180 meters Scaled)
 LU1733
 LU1733                          SUPERSEDED SURVEY CONTROL
 LU1733
 LU1733.No superseded survey control is available for this station.
 LU1733
 LU1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL320308(NAD 83)
 LU1733
 LU1733_MARKER: I = METAL ROD
 LU1733_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1733_SP_SET: STAINLESS STEEL ROD
 LU1733_STAMPING: R 1403 1988
 LU1733_MARK LOGO: NGS   
 LU1733_PROJECTION: FLUSH
 LU1733_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1733+STABILITY: POSITION/ELEVATION WELL
 LU1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1733+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 LU1733_ROD/PIPE-DEPTH: 6.1  meters
 LU1733
 LU1733  HISTORY     - Date     Condition        Report By
 LU1733  HISTORY     - 1988     MONUMENTED       NGS
 LU1733  HISTORY     - 20050608 GOOD             CADT
 LU1733
 LU1733                          STATION DESCRIPTION
 LU1733
 LU1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1733'21.0 KM (13.05 MI) WEST FROM WILLOW CREEK.
 LU1733'21.0 KM (13.05 MI) WESTERLY ALONG U.S. HIGHWAY 299 FROM THE JUNCTION
 LU1733'OF STATE HIGHWAY 96 IN WILLOW CREEK, 46.2 M (151.6 FT) SOUTH OF THE
 LU1733'CENTERLINE OF THE HIGHWAY, AND 7.8 M (25.6 FT) EAST OF THE CENTER OF
 LU1733'AN ABANDONED PAVED ROAD LEADING SOUTH. NOTE--ACCESS TO DATUM POINT IS
 LU1733'HAD THROUGH A 5-INCH LOGO CAP.
 LU1733'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST AND FENCE
 LU1733'THE MARK IS 0.6 M BELOW THE ABONDONED ROAD.
 LU1733
 LU1733                          STATION RECOVERY (2005)
 LU1733
 LU1733'RECOVERY NOTE BY CALTRANS 2005 (REB)
 LU1733'DESIGNATION R 1403 US HWY299 PM 25.77
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1756 ***********************************************************************
 LU1756  DESIGNATION -  R 1406
 LU1756  PID         -  LU1756
 LU1756  STATE/COUNTY-  CA/HUMBOLDT
 LU1756  USGS QUAD   -  SALYER (1979)
 LU1756
 LU1756                         *CURRENT SURVEY CONTROL
 LU1756  ___________________________________________________________________
 LU1756* NAD 83(1986)-  40 55 15.     (N)    123 37 12.     (W)     SCALED    
 LU1756* NAVD 88     -       177.988  (meters)     583.95   (feet)  ADJUSTED  
 LU1756  ___________________________________________________________________
 LU1756  GEOID HEIGHT-         -27.91  (meters)                     GEOID09
 LU1756  DYNAMIC HT  -         177.898 (meters)     583.65  (feet)  COMP
 LU1756  MODELED GRAV-     980,119.0   (mgal)                       NAVD 88
 LU1756
 LU1756  VERT ORDER  -  FIRST     CLASS II
 LU1756
 LU1756.The horizontal coordinates were scaled from a topographic map and have
 LU1756.an estimated accuracy of +/- 6 seconds.
 LU1756.
 LU1756.The orthometric height was determined by differential leveling and
 LU1756.adjusted in June 1991.
 LU1756
 LU1756.The geoid height was determined by GEOID09.
 LU1756
 LU1756.The dynamic height is computed by dividing the NAVD 88
 LU1756.geopotential number by the normal gravity value computed on the
 LU1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1756.degrees latitude (g = 980.6199 gals.).
 LU1756
 LU1756.The modeled gravity was interpolated from observed gravity values.
 LU1756
 LU1756;                    North         East    Units  Estimated Accuracy
 LU1756;SPC CA 1     -   677,530.    1,863,560.      MT  (+/- 180 meters Scaled)
 LU1756
 LU1756                          SUPERSEDED SURVEY CONTROL
 LU1756
 LU1756.No superseded survey control is available for this station.
 LU1756
 LU1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL477301(NAD 83)
 LU1756
 LU1756_MARKER: I = METAL ROD
 LU1756_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1756_SP_SET: STAINLESS STEEL ROD
 LU1756_STAMPING: R 1406 1988
 LU1756_MARK LOGO: NGS   
 LU1756_PROJECTION: FLUSH
 LU1756_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1756+STABILITY: POSITION/ELEVATION WELL
 LU1756_ROD/PIPE-DEPTH: 10.8 meters
 LU1756
 LU1756  HISTORY     - Date     Condition        Report By
 LU1756  HISTORY     - 1988     MONUMENTED       NGS
 LU1756
 LU1756                          STATION DESCRIPTION
 LU1756
 LU1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1756'2.4 KM (1.50 MI) SE FROM WILLOW CREEK.
 LU1756'2.4 KM (1.50 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1756'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, 18.4 M (60.4 FT)
 LU1756'NORTHWEST OF THE CENTER OF BORWOOD DRIVE, 15.4 M (50.5 FT) NORTHEAST
 LU1756'OF THE CENTERLINE OF THE HIGHWAY, 11.2 M (36.7 FT) SOUTHEAST OF A
 LU1756'UTILITY POLE, AND 6.7 M (22.0 FT) SOUTHWEST OF THE CENTER OF GAMBI
 LU1756'LANE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1756'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 LU1756'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1779 ***********************************************************************
 LU1779  DESIGNATION -  R 1422
 LU1779  PID         -  LU1779
 LU1779  STATE/COUNTY-  CA/TRINITY
 LU1779  USGS QUAD   -  IRONSIDE MTN (1982)
 LU1779
 LU1779                         *CURRENT SURVEY CONTROL
 LU1779  ___________________________________________________________________
 LU1779* NAD 83(1986)-  40 47 47.     (N)    123 27 39.     (W)     SCALED    
 LU1779* NAVD 88     -       370.787  (meters)    1216.49   (feet)  ADJUSTED  
 LU1779  ___________________________________________________________________
 LU1779  GEOID HEIGHT-         -27.54  (meters)                     GEOID09
 LU1779  DYNAMIC HT  -         370.574 (meters)    1215.79  (feet)  COMP
 LU1779  MODELED GRAV-     980,040.5   (mgal)                       NAVD 88
 LU1779
 LU1779  VERT ORDER  -  FIRST     CLASS II
 LU1779
 LU1779.The horizontal coordinates were scaled from a topographic map and have
 LU1779.an estimated accuracy of +/- 6 seconds.
 LU1779.
 LU1779.The orthometric height was determined by differential leveling and
 LU1779.adjusted in June 1991.
 LU1779
 LU1779.The geoid height was determined by GEOID09.
 LU1779
 LU1779.The dynamic height is computed by dividing the NAVD 88
 LU1779.geopotential number by the normal gravity value computed on the
 LU1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1779.degrees latitude (g = 980.6199 gals.).
 LU1779
 LU1779.The modeled gravity was interpolated from observed gravity values.
 LU1779
 LU1779;                    North         East    Units  Estimated Accuracy
 LU1779;SPC CA 1     -   663,480.    1,876,730.      MT  (+/- 180 meters Scaled)
 LU1779
 LU1779                          SUPERSEDED SURVEY CONTROL
 LU1779
 LU1779.No superseded survey control is available for this station.
 LU1779
 LU1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL611162(NAD 83)
 LU1779
 LU1779_MARKER: DB = BENCH MARK DISK
 LU1779_SETTING: 66 = SET IN ROCK OUTCROP
 LU1779_SP_SET: BEDROCK
 LU1779_STAMPING: R 1422 1988
 LU1779_MARK LOGO: NGS   
 LU1779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1779+STABILITY: POSITION/ELEVATION WELL
 LU1779
 LU1779  HISTORY     - Date     Condition        Report By
 LU1779  HISTORY     - 1988     MONUMENTED       NGS
 LU1779
 LU1779                          STATION DESCRIPTION
 LU1779
 LU1779'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1779'23.9 KM (14.85 MI) NW FROM BIG BAR.
 LU1779'23.9 KM (14.85 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE POST
 LU1779'OFFICE IN BIG BAR, SET VERTICALLY IN THE SOUTHEAST FACE OF AN EXPOSED
 LU1779'AREA OF BEDROCK IN A HIGHWAY CUT, 0.3 KM (0.20 MI) NORTHWEST OF THE
 LU1779'INTERSECTION OF A PAVED ROAD LEADING NORTHWEST TO BURNT RANCH
 LU1779'STATION, 11.2 M (36.7 FT) NORTH OF THE WEST END OF DRAIN PIPE NUMBER
 LU1779'12.79, AND 6.7 M (22.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY.
 LU1779'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1820 ***********************************************************************
 LU1820  DESIGNATION -  R 1423
 LU1820  PID         -  LU1820
 LU1820  STATE/COUNTY-  CA/TRINITY
 LU1820  USGS QUAD   -  WEAVERVILLE (1982)
 LU1820
 LU1820                         *CURRENT SURVEY CONTROL
 LU1820  ___________________________________________________________________
 LU1820* NAD 83(1986)-  40 44 13.     (N)    122 56 51.     (W)     SCALED    
 LU1820* NAVD 88     -       631.958  (meters)    2073.35   (feet)  ADJUSTED  
 LU1820  ___________________________________________________________________
 LU1820  GEOID HEIGHT-         -26.55  (meters)                     GEOID09
 LU1820  DYNAMIC HT  -         631.571 (meters)    2072.08  (feet)  COMP
 LU1820  MODELED GRAV-     979,993.8   (mgal)                       NAVD 88
 LU1820
 LU1820  VERT ORDER  -  FIRST     CLASS II
 LU1820
 LU1820.The horizontal coordinates were scaled from a topographic map and have
 LU1820.an estimated accuracy of +/- 6 seconds.
 LU1820.
 LU1820.The orthometric height was determined by differential leveling and
 LU1820.adjusted in June 1991.
 LU1820
 LU1820.The geoid height was determined by GEOID09.
 LU1820
 LU1820.The dynamic height is computed by dividing the NAVD 88
 LU1820.geopotential number by the normal gravity value computed on the
 LU1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1820.degrees latitude (g = 980.6199 gals.).
 LU1820
 LU1820.The modeled gravity was interpolated from observed gravity values.
 LU1820
 LU1820;                    North         East    Units  Estimated Accuracy
 LU1820;SPC CA 1     -   656,290.    1,919,980.      MT  (+/- 180 meters Scaled)
 LU1820
 LU1820                          SUPERSEDED SURVEY CONTROL
 LU1820
 LU1820.No superseded survey control is available for this station.
 LU1820
 LU1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL044095(NAD 83)
 LU1820
 LU1820_MARKER: I = METAL ROD
 LU1820_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1820+WITH SETTING: INFORMATION.
 LU1820_SP_SET: SHALLOW-SET METAL ROD
 LU1820_STAMPING: R 1423 1988
 LU1820_MARK LOGO: NGS   
 LU1820_PROJECTION: FLUSH
 LU1820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1820+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1820_ROD/PIPE-DEPTH: 1.9  meters
 LU1820
 LU1820  HISTORY     - Date     Condition        Report By
 LU1820  HISTORY     - 1988     MONUMENTED       NGS
 LU1820  HISTORY     - 20030910 GOOD             CADT
 LU1820
 LU1820                          STATION DESCRIPTION
 LU1820
 LU1820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1820'IN WEAVERVILLE.
 LU1820'IN WEAVERVILLE, AT 201 MEMORIAL DRIVE, 28.5 M (93.5 FT) NORTHEAST OF
 LU1820'THE CENTERLINE OF THE DRIVE, 18.7 M (61.4 FT) WEST OF THE CENTER OF
 LU1820'C-D LOOP, 16.6 M (54.5 FT) NORTH OF A FIRE HYDRANT, 9.5 M (31.2 FT)
 LU1820'SOUTHWEST OF THE SOUTHEAST CORNER OF THE COUNTY BOARD OF EDUCATION
 LU1820'BUILDING AT 201 MEMORIAL DRIVE, AND 0.7 M (2.3 FT) NORTH-NORTHEAST OF
 LU1820'A FLAGPOLE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LU1820'CAP.
 LU1820'THE MARK IS ABOVE LEVEL WITH THE DRIVE.
 LU1820
 LU1820                          STATION RECOVERY (2003)
 LU1820
 LU1820'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1829 ***********************************************************************
 LU1829  DESIGNATION -  R 1424
 LU1829  PID         -  LU1829
 LU1829  STATE/COUNTY-  CA/TRINITY
 LU1829  USGS QUAD   -  WEAVERVILLE (1982)
 LU1829
 LU1829                         *CURRENT SURVEY CONTROL
 LU1829  ___________________________________________________________________
 LU1829* NAD 83(1986)-  40 39 21.     (N)    122 53 45.     (W)     SCALED    
 LU1829* NAVD 88     -       521.335  (meters)    1710.41   (feet)  ADJUSTED  
 LU1829  ___________________________________________________________________
 LU1829  GEOID HEIGHT-         -26.92  (meters)                     GEOID09
 LU1829  DYNAMIC HT  -         521.022 (meters)    1709.39  (feet)  COMP
 LU1829  MODELED GRAV-     980,009.2   (mgal)                       NAVD 88
 LU1829
 LU1829  VERT ORDER  -  FIRST     CLASS II
 LU1829
 LU1829.The horizontal coordinates were scaled from a topographic map and have
 LU1829.an estimated accuracy of +/- 6 seconds.
 LU1829.
 LU1829.The orthometric height was determined by differential leveling and
 LU1829.adjusted in June 1991.
 LU1829
 LU1829.The geoid height was determined by GEOID09.
 LU1829
 LU1829.The dynamic height is computed by dividing the NAVD 88
 LU1829.geopotential number by the normal gravity value computed on the
 LU1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1829.degrees latitude (g = 980.6199 gals.).
 LU1829
 LU1829.The modeled gravity was interpolated from observed gravity values.
 LU1829
 LU1829;                    North         East    Units  Estimated Accuracy
 LU1829;SPC CA 1     -   647,230.    1,924,250.      MT  (+/- 180 meters Scaled)
 LU1829
 LU1829                          SUPERSEDED SURVEY CONTROL
 LU1829
 LU1829.No superseded survey control is available for this station.
 LU1829
 LU1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL088005(NAD 83)
 LU1829
 LU1829_MARKER: DB = BENCH MARK DISK
 LU1829_SETTING: 66 = SET IN ROCK OUTCROP
 LU1829_SP_SET: BEDROCK
 LU1829_STAMPING: R 1424 1988
 LU1829_MARK LOGO: NGS   
 LU1829_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1829+STABILITY: POSITION/ELEVATION WELL
 LU1829
 LU1829  HISTORY     - Date     Condition        Report By
 LU1829  HISTORY     - 1988     MONUMENTED       NGS
 LU1829
 LU1829                          STATION DESCRIPTION
 LU1829
 LU1829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1829'14.5 KM (9.00 MI) EAST FROM WEAVERVILLE.
 LU1829'14.5 KM (9.00 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1829'OF STATE HIGHWAY 3 IN WEAVERVILLE, IN AN EXPOSED AREA OF BEDROCK IN A
 LU1829'HIGHWAY CUT, 0.4 KM (0.25 MI) SOUTHWEST OF THE INTERSECTION OF STEEL
 LU1829'BRIDGE ROAD, 13.9 M (45.6 FT) SOUTH OF THE CENTER OF A CATCH BASIN,
 LU1829'AND 8.8 M (28.9 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 LU1829'THE MARK IS 0.5 METERS  N FROM  A WITNESS POST
 LU1829'THE MARK IS 1.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1853 ***********************************************************************
 LU1853  DESIGNATION -  R 1425
 LU1853  PID         -  LU1853
 LU1853  STATE/COUNTY-  CA/SHASTA
 LU1853  USGS QUAD   -  FRENCH GULCH (1979)
 LU1853
 LU1853                         *CURRENT SURVEY CONTROL
 LU1853  ___________________________________________________________________
 LU1853* NAD 83(1986)-  40 39 45.     (N)    122 42 03.     (W)     SCALED    
 LU1853* NAVD 88     -       635.411  (meters)    2084.68   (feet)  ADJUSTED  
 LU1853  ___________________________________________________________________
 LU1853  GEOID HEIGHT-         -26.78  (meters)                     GEOID09
 LU1853  DYNAMIC HT  -         635.011 (meters)    2083.37  (feet)  COMP
 LU1853  MODELED GRAV-     979,975.7   (mgal)                       NAVD 88
 LU1853
 LU1853  VERT ORDER  -  FIRST     CLASS II
 LU1853
 LU1853.The horizontal coordinates were scaled from a topographic map and have
 LU1853.an estimated accuracy of +/- 6 seconds.
 LU1853.
 LU1853.The orthometric height was determined by differential leveling and
 LU1853.adjusted in June 1991.
 LU1853
 LU1853.The geoid height was determined by GEOID09.
 LU1853
 LU1853.The dynamic height is computed by dividing the NAVD 88
 LU1853.geopotential number by the normal gravity value computed on the
 LU1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1853.degrees latitude (g = 980.6199 gals.).
 LU1853
 LU1853.The modeled gravity was interpolated from observed gravity values.
 LU1853
 LU1853;                    North         East    Units  Estimated Accuracy
 LU1853;SPC CA 1     -   647,820.    1,940,740.      MT  (+/- 180 meters Scaled)
 LU1853
 LU1853                          SUPERSEDED SURVEY CONTROL
 LU1853
 LU1853.No superseded survey control is available for this station.
 LU1853
 LU1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL252013(NAD 83)
 LU1853
 LU1853_MARKER: I = METAL ROD
 LU1853_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1853_SP_SET: STAINLESS STEEL ROD
 LU1853_STAMPING: R 1425 1988
 LU1853_MARK LOGO: NGS   
 LU1853_PROJECTION: FLUSH
 LU1853_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1853+STABILITY: POSITION/ELEVATION WELL
 LU1853_ROD/PIPE-DEPTH: 4.3  meters
 LU1853
 LU1853  HISTORY     - Date     Condition        Report By
 LU1853  HISTORY     - 1988     MONUMENTED       NGS
 LU1853
 LU1853                          STATION DESCRIPTION
 LU1853
 LU1853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1853'32.4 KM (20.15 MI) WEST FROM REDDING.
 LU1853'32.4 KM (20.15 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1853'WITH CALIFORNIA STREET IN REDDING, 24.6 M (80.7 FT) WEST OF THE
 LU1853'CENTER OF THE HIGHWAY, 12.3 M (40.4 FT) NORTH OF THE SOUTH END OF A
 LU1853'FENCE LINE, AND 8.9 M (29.2 FT) WEST-NORTHWEST OF THE CENTER OF THE
 LU1853'WEST END OF A 2.O FOOT METAL DRAIN PIPE. NOTE--ACCESS TO DATUM POINT
 LU1853'IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1853'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST AND FENCE
 LU1853'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1864 ***********************************************************************
 LU1864  DESIGNATION -  R 1429
 LU1864  PID         -  LU1864
 LU1864  STATE/COUNTY-  CA/SHASTA
 LU1864  USGS QUAD   -  WHISKEYTOWN (1979)
 LU1864
 LU1864                         *CURRENT SURVEY CONTROL
 LU1864  ___________________________________________________________________
 LU1864* NAD 83(1986)-  40 38 07.     (N)    122 33 47.     (W)     SCALED    
 LU1864* NAVD 88     -       383.730  (meters)    1258.95   (feet)  ADJUSTED  
 LU1864  ___________________________________________________________________
 LU1864  GEOID HEIGHT-         -27.05  (meters)                     GEOID09
 LU1864  DYNAMIC HT  -         383.522 (meters)    1258.27  (feet)  COMP
 LU1864  MODELED GRAV-     980,071.7   (mgal)                       NAVD 88
 LU1864
 LU1864  VERT ORDER  -  FIRST     CLASS II
 LU1864
 LU1864.The horizontal coordinates were scaled from a topographic map and have
 LU1864.an estimated accuracy of +/- 6 seconds.
 LU1864.
 LU1864.The orthometric height was determined by differential leveling and
 LU1864.adjusted in June 1991.
 LU1864
 LU1864.The geoid height was determined by GEOID09.
 LU1864
 LU1864.The dynamic height is computed by dividing the NAVD 88
 LU1864.geopotential number by the normal gravity value computed on the
 LU1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1864.degrees latitude (g = 980.6199 gals.).
 LU1864
 LU1864.The modeled gravity was interpolated from observed gravity values.
 LU1864
 LU1864;                    North         East    Units  Estimated Accuracy
 LU1864;SPC CA 1     -   644,720.    1,952,370.      MT  (+/- 180 meters Scaled)
 LU1864
 LU1864                          SUPERSEDED SURVEY CONTROL
 LU1864
 LU1864.No superseded survey control is available for this station.
 LU1864
 LU1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK369983(NAD 83)
 LU1864
 LU1864_MARKER: DB = BENCH MARK DISK
 LU1864_SETTING: 66 = SET IN ROCK OUTCROP
 LU1864_SP_SET: BEDROCK
 LU1864_STAMPING: R 1429 1988
 LU1864_MARK LOGO: NGS   
 LU1864_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1864+STABILITY: POSITION/ELEVATION WELL
 LU1864
 LU1864  HISTORY     - Date     Condition        Report By
 LU1864  HISTORY     - 1988     MONUMENTED       NGS
 LU1864
 LU1864                          STATION DESCRIPTION
 LU1864
 LU1864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1864'16.7 KM (10.40 MI) WEST FROM REDDING.
 LU1864'16.7 KM (10.40 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1864'WITH CALIFORNIA STREET IN REDDING, 0.2 KM (0.10 MI) NORTHWEST OF THE
 LU1864'JUNCTION OF A PAVED ROAD LEADING TO WHISKEYTOWN, IN AN EXPOSED AREA
 LU1864'OF BEDROCK IN A HIGHWAY CUT, 14.0 M (45.9 FT) SOUTHWEST OF THE
 LU1864'CENTERLINE OF THE HIGHWAY, AND 7.8 M (25.6 FT) SOUTH-SOUTHEAST OF THE
 LU1864'SOUTHWEST LEG OF A HIGHWAY INFORMATION SIGN.
 LU1864'THE MARK IS 0.2 METERS  SE FROM  A WITNESS POST
 LU1864'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1710 ***********************************************************************
 LU1710  DESIGNATION -  S 1402
 LU1710  PID         -  LU1710
 LU1710  STATE/COUNTY-  CA/HUMBOLDT
 LU1710  USGS QUAD   -  BLUE LAKE (1979)
 LU1710
 LU1710                         *CURRENT SURVEY CONTROL
 LU1710  ___________________________________________________________________
 LU1710* NAD 83(1986)-  40 55 14.     (N)    123 54 39.     (W)     SCALED    
 LU1710* NAVD 88     -       214.681  (meters)     704.33   (feet)  ADJUSTED  
 LU1710  ___________________________________________________________________
 LU1710  GEOID HEIGHT-         -29.16  (meters)                     GEOID09
 LU1710  DYNAMIC HT  -         214.574 (meters)     703.98  (feet)  COMP
 LU1710  MODELED GRAV-     980,119.9   (mgal)                       NAVD 88
 LU1710
 LU1710  VERT ORDER  -  FIRST     CLASS II
 LU1710
 LU1710.The horizontal coordinates were scaled from a topographic map and have
 LU1710.an estimated accuracy of +/- 6 seconds.
 LU1710.
 LU1710.The orthometric height was determined by differential leveling and
 LU1710.adjusted in June 1991.
 LU1710
 LU1710.The geoid height was determined by GEOID09.
 LU1710
 LU1710.The dynamic height is computed by dividing the NAVD 88
 LU1710.geopotential number by the normal gravity value computed on the
 LU1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1710.degrees latitude (g = 980.6199 gals.).
 LU1710
 LU1710.The modeled gravity was interpolated from observed gravity values.
 LU1710
 LU1710;                    North         East    Units  Estimated Accuracy
 LU1710;SPC CA 1     -   678,000.    1,839,070.      MT  (+/- 180 meters Scaled)
 LU1710
 LU1710                          SUPERSEDED SURVEY CONTROL
 LU1710
 LU1710  NGVD 29 (12/02/92)  213.667  (m)          701.01   (f) ADJUSTED    1 2
 LU1710
 LU1710.Superseded values are not recommended for survey control.
 LU1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1710.See file dsdata.txt to determine how the superseded data were derived.
 LU1710
 LU1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL233303(NAD 83)
 LU1710
 LU1710_MARKER: DB = BENCH MARK DISK
 LU1710_SETTING: 66 = SET IN ROCK OUTCROP
 LU1710_SP_SET: BEDROCK
 LU1710_STAMPING: S 1402 1988
 LU1710_MARK LOGO: NGS   
 LU1710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1710
 LU1710  HISTORY     - Date     Condition        Report By
 LU1710  HISTORY     - 1988     MONUMENTED       NGS
 LU1710
 LU1710                          STATION DESCRIPTION
 LU1710
 LU1710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1710'18.8 KM (11.70 MI) EAST FROM ARCATA.
 LU1710'18.8 KM (11.70 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1710'OF U.S. HIGHWAY 101 IN ARCATA, NEAR THE SOUTHWEST END OF A 3 BY 6
 LU1710'FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 29.0 M (95.1 FT)
 LU1710'WEST-SOUTHWEST OF THE SOUTH END OF A GUARDRAIL, AND 8.9 M (29.2 FT)
 LU1710'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LU1710'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST
 LU1710'THE MARK IS 2.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1734 ***********************************************************************
 LU1734  DESIGNATION -  S 1403
 LU1734  PID         -  LU1734
 LU1734  STATE/COUNTY-  CA/HUMBOLDT
 LU1734  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1734
 LU1734                         *CURRENT SURVEY CONTROL
 LU1734  ___________________________________________________________________
 LU1734* NAD 83(1986)-  40 55 33.     (N)    123 47 40.     (W)     SCALED    
 LU1734* NAVD 88     -       644.550  (meters)    2114.66   (feet)  ADJUSTED  
 LU1734  ___________________________________________________________________
 LU1734  GEOID HEIGHT-         -28.50  (meters)                     GEOID09
 LU1734  DYNAMIC HT  -         644.204 (meters)    2113.53  (feet)  COMP
 LU1734  MODELED GRAV-     980,065.5   (mgal)                       NAVD 88
 LU1734
 LU1734  VERT ORDER  -  FIRST     CLASS II
 LU1734
 LU1734.The horizontal coordinates were scaled from a topographic map and have
 LU1734.an estimated accuracy of +/- 6 seconds.
 LU1734.
 LU1734.The orthometric height was determined by differential leveling and
 LU1734.adjusted in June 1991.
 LU1734
 LU1734.The geoid height was determined by GEOID09.
 LU1734
 LU1734.The dynamic height is computed by dividing the NAVD 88
 LU1734.geopotential number by the normal gravity value computed on the
 LU1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1734.degrees latitude (g = 980.6199 gals.).
 LU1734
 LU1734.The modeled gravity was interpolated from observed gravity values.
 LU1734
 LU1734;                    North         East    Units  Estimated Accuracy
 LU1734;SPC CA 1     -   678,370.    1,848,880.      MT  (+/- 180 meters Scaled)
 LU1734
 LU1734                          SUPERSEDED SURVEY CONTROL
 LU1734
 LU1734.No superseded survey control is available for this station.
 LU1734
 LU1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL331308(NAD 83)
 LU1734
 LU1734_MARKER: I = METAL ROD
 LU1734_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1734_SP_SET: STAINLESS STEEL ROD
 LU1734_STAMPING: S 1403 1988
 LU1734_MARK LOGO: NGS   
 LU1734_PROJECTION: FLUSH
 LU1734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1734+STABILITY: POSITION/ELEVATION WELL
 LU1734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1734+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 LU1734_ROD/PIPE-DEPTH: 4.9  meters
 LU1734
 LU1734  HISTORY     - Date     Condition        Report By
 LU1734  HISTORY     - 1988     MONUMENTED       NGS
 LU1734  HISTORY     - 20050608 GOOD             CADT
 LU1734
 LU1734                          STATION DESCRIPTION
 LU1734
 LU1734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1734'20.0 KM (12.45 MI) WEST FROM WILLOW CREEK.
 LU1734'20.0 KM (12.45 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1734'OF STATE HIGHWAY 96 IN WILLOW CREEK, AT THE EAST END OF A SMALL
 LU1734'HIGHWAY CUT, AT THE WEST END OF A CURVE, 16.0 M (52.5 FT) SOUTH OF
 LU1734'THE CENTERLINE OF THE HIGHWAY, AND 8.1 M (26.6 FT) SOUTH OF A
 LU1734'GUARDRAIL. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 LU1734'CAP.
 LU1734'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LU1734'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 LU1734
 LU1734                          STATION RECOVERY (2005)
 LU1734
 LU1734'RECOVERY NOTE BY CALTRANS 2005 (REB)
 LU1734'DESIGNATION S 1403 US HWY299 PM 26.31
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1757 ***********************************************************************
 LU1757  DESIGNATION -  S 1406
 LU1757  PID         -  LU1757
 LU1757  STATE/COUNTY-  CA/HUMBOLDT
 LU1757  USGS QUAD   -  SALYER (1979)
 LU1757
 LU1757                         *CURRENT SURVEY CONTROL
 LU1757  ___________________________________________________________________
 LU1757* NAD 83(1986)-  40 54 25.     (N)    123 36 44.     (W)     SCALED    
 LU1757* NAVD 88     -       176.674  (meters)     579.64   (feet)  ADJUSTED  
 LU1757  ___________________________________________________________________
 LU1757  GEOID HEIGHT-         -27.90  (meters)                     GEOID09
 LU1757  DYNAMIC HT  -         176.585 (meters)     579.35  (feet)  COMP
 LU1757  MODELED GRAV-     980,117.4   (mgal)                       NAVD 88
 LU1757
 LU1757  VERT ORDER  -  FIRST     CLASS II
 LU1757
 LU1757.The horizontal coordinates were scaled from a topographic map and have
 LU1757.an estimated accuracy of +/- 6 seconds.
 LU1757.
 LU1757.The orthometric height was determined by differential leveling and
 LU1757.adjusted in June 1991.
 LU1757
 LU1757.The geoid height was determined by GEOID09.
 LU1757
 LU1757.The dynamic height is computed by dividing the NAVD 88
 LU1757.geopotential number by the normal gravity value computed on the
 LU1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1757.degrees latitude (g = 980.6199 gals.).
 LU1757
 LU1757.The modeled gravity was interpolated from observed gravity values.
 LU1757
 LU1757;                    North         East    Units  Estimated Accuracy
 LU1757;SPC CA 1     -   675,980.    1,864,190.      MT  (+/- 180 meters Scaled)
 LU1757
 LU1757                          SUPERSEDED SURVEY CONTROL
 LU1757
 LU1757.No superseded survey control is available for this station.
 LU1757
 LU1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL484286(NAD 83)
 LU1757
 LU1757_MARKER: I = METAL ROD
 LU1757_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1757_SP_SET: STAINLESS STEEL ROD
 LU1757_STAMPING: S 1406 1988
 LU1757_MARK LOGO: NGS   
 LU1757_PROJECTION: FLUSH
 LU1757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1757+STABILITY: POSITION/ELEVATION WELL
 LU1757_ROD/PIPE-DEPTH: 5.2  meters
 LU1757
 LU1757  HISTORY     - Date     Condition        Report By
 LU1757  HISTORY     - 1988     MONUMENTED       NGS
 LU1757
 LU1757                          STATION DESCRIPTION
 LU1757
 LU1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1757'4.2 KM (2.60 MI) SE FROM WILLOW CREEK.
 LU1757'4.2 KM (2.60 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1757'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, 14.6 M (47.9 FT)
 LU1757'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 3.9 M (12.8 FT)
 LU1757'SOUTHEAST OF THE CENTER OF A DIM TRACK ROAD AND GATE. NOTE--ACCESS TO
 LU1757'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1757'THE MARK IS 0.3 METERS  SW FROM  A WITNESS POST AND FENCE
 LU1757'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1780 ***********************************************************************
 LU1780  DESIGNATION -  S 1422
 LU1780  PID         -  LU1780
 LU1780  STATE/COUNTY-  CA/TRINITY
 LU1780  USGS QUAD   -  IRONSIDE MTN (1982)
 LU1780
 LU1780                         *CURRENT SURVEY CONTROL
 LU1780  ___________________________________________________________________
 LU1780* NAD 83(1986)-  40 47 29.     (N)    123 27 20.     (W)     SCALED    
 LU1780* NAVD 88     -       335.338  (meters)    1100.19   (feet)  ADJUSTED  
 LU1780  ___________________________________________________________________
 LU1780  GEOID HEIGHT-         -27.53  (meters)                     GEOID09
 LU1780  DYNAMIC HT  -         335.147 (meters)    1099.56  (feet)  COMP
 LU1780  MODELED GRAV-     980,046.2   (mgal)                       NAVD 88
 LU1780
 LU1780  VERT ORDER  -  FIRST     CLASS II
 LU1780
 LU1780.The horizontal coordinates were scaled from a topographic map and have
 LU1780.an estimated accuracy of +/- 6 seconds.
 LU1780.
 LU1780.The orthometric height was determined by differential leveling and
 LU1780.adjusted in June 1991.
 LU1780
 LU1780.The geoid height was determined by GEOID09.
 LU1780
 LU1780.The dynamic height is computed by dividing the NAVD 88
 LU1780.geopotential number by the normal gravity value computed on the
 LU1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1780.degrees latitude (g = 980.6199 gals.).
 LU1780
 LU1780.The modeled gravity was interpolated from observed gravity values.
 LU1780
 LU1780;                    North         East    Units  Estimated Accuracy
 LU1780;SPC CA 1     -   662,920.    1,877,170.      MT  (+/- 180 meters Scaled)
 LU1780
 LU1780                          SUPERSEDED SURVEY CONTROL
 LU1780
 LU1780.No superseded survey control is available for this station.
 LU1780
 LU1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL615156(NAD 83)
 LU1780
 LU1780_MARKER: DB = BENCH MARK DISK
 LU1780_SETTING: 66 = SET IN ROCK OUTCROP
 LU1780_SP_SET: BEDROCK
 LU1780_STAMPING: S 1422 1988
 LU1780_MARK LOGO: NGS   
 LU1780_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1780+STABILITY: POSITION/ELEVATION WELL
 LU1780
 LU1780  HISTORY     - Date     Condition        Report By
 LU1780  HISTORY     - 1988     MONUMENTED       NGS
 LU1780
 LU1780                          STATION DESCRIPTION
 LU1780
 LU1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1780'23.1 KM (14.35 MI) NW FROM BIG BAR.
 LU1780'23.1 KM (14.35 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE POST
 LU1780'OFFICE IN BIG BAR, IN THE SOUTHEASTERN 1/3 OF A 2 BY 6 FOOT EXPOSED
 LU1780'AREA OF BEDROCK IN A HIGHWAY CUT, 0.4 KM (0.25 MI) SOUTHEAST OF THE
 LU1780'INTERSECTION OF A PAVED ROAD LEADING NORTHWEST TO BURNT RANCH
 LU1780'STATION, 20.5 M (67.3 FT) NORTHWEST OF THE NORTHWEST END OF A ROCK
 LU1780'RETAINING WALL, 18.1 M (59.4 FT) SOUTHEAST OF THE SOUTHEAST END OF A
 LU1780'ROCK RETAINING WALL, AND 5.9 M (19.4 FT) SOUTHWEST OF THE CENTERLINE
 LU1780'OF THE HIGHWAY.
 LU1780'THE MARK IS 0.4 METERS  SE FROM  A WITNESS POST
 LU1780'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1814 ***********************************************************************
 LU1814  DESIGNATION -  S 1423
 LU1814  PID         -  LU1814
 LU1814  STATE/COUNTY-  CA/TRINITY
 LU1814  USGS QUAD   -  WEAVERVILLE (1982)
 LU1814
 LU1814                         *CURRENT SURVEY CONTROL
 LU1814  ___________________________________________________________________
 LU1814* NAD 83(1986)-  40 44 22.     (N)    122 59 29.     (W)     SCALED    
 LU1814* NAVD 88     -       835.621  (meters)    2741.53   (feet)  ADJUSTED  
 LU1814  ___________________________________________________________________
 LU1814  GEOID HEIGHT-         -26.53  (meters)                     GEOID09
 LU1814  DYNAMIC HT  -         835.072 (meters)    2739.73  (feet)  COMP
 LU1814  MODELED GRAV-     979,939.7   (mgal)                       NAVD 88
 LU1814
 LU1814  VERT ORDER  -  FIRST     CLASS II
 LU1814
 LU1814.The horizontal coordinates were scaled from a topographic map and have
 LU1814.an estimated accuracy of +/- 6 seconds.
 LU1814.
 LU1814.The orthometric height was determined by differential leveling and
 LU1814.adjusted in June 1991.
 LU1814
 LU1814.The geoid height was determined by GEOID09.
 LU1814
 LU1814.The dynamic height is computed by dividing the NAVD 88
 LU1814.geopotential number by the normal gravity value computed on the
 LU1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1814.degrees latitude (g = 980.6199 gals.).
 LU1814
 LU1814.The modeled gravity was interpolated from observed gravity values.
 LU1814
 LU1814;                    North         East    Units  Estimated Accuracy
 LU1814;SPC CA 1     -   656,600.    1,916,270.      MT  (+/- 180 meters Scaled)
 LU1814
 LU1814                          SUPERSEDED SURVEY CONTROL
 LU1814
 LU1814.No superseded survey control is available for this station.
 LU1814
 LU1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL007098(NAD 83)
 LU1814
 LU1814_MARKER: I = METAL ROD
 LU1814_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1814+WITH SETTING: INFORMATION.
 LU1814_SP_SET: SHALLOW-SET METAL ROD
 LU1814_STAMPING: S 1423 1988
 LU1814_MARK LOGO: NGS   
 LU1814_PROJECTION: FLUSH
 LU1814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1814+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1814_ROD/PIPE-DEPTH: 2.4  meters
 LU1814
 LU1814  HISTORY     - Date     Condition        Report By
 LU1814  HISTORY     - 1988     MONUMENTED       NGS
 LU1814  HISTORY     - 20030910 GOOD             CADT
 LU1814
 LU1814                          STATION DESCRIPTION
 LU1814
 LU1814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1814'5.8 KM (3.60 MI) NW FROM WEAVERVILLE.
 LU1814'5.8 KM (3.60 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1814'JUNCTION OF STATE HIGHWAY 3 IN WEAVERVILLE, 0.7 KM (0.45 MI) WEST OF
 LU1814'THE SUMMIT OF OREGON MOUNTAIN PASS, 38.9 M (127.6 FT) WEST OF THE
 LU1814'NORTHWEST CORNER OF A CULVERT HEADWALL, AND 13.8 M (45.3 FT) NORTH OF
 LU1814'THE CENTERLINE OF THE HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD
 LU1814'THROUGH A 5-INCH LOGO CAP.
 LU1814'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 LU1814'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LU1814
 LU1814                          STATION RECOVERY (2003)
 LU1814
 LU1814'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1814'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1830 ***********************************************************************
 LU1830  DESIGNATION -  S 1424
 LU1830  PID         -  LU1830
 LU1830  STATE/COUNTY-  CA/TRINITY
 LU1830  USGS QUAD   -  WEAVERVILLE (1982)
 LU1830
 LU1830                         *CURRENT SURVEY CONTROL
 LU1830  ___________________________________________________________________
 LU1830* NAD 83(1986)-  40 39 44.     (N)    122 53 45.     (W)     SCALED    
 LU1830* NAVD 88     -       570.481  (meters)    1871.65   (feet)  ADJUSTED  
 LU1830  ___________________________________________________________________
 LU1830  GEOID HEIGHT-         -26.90  (meters)                     GEOID09
 LU1830  DYNAMIC HT  -         570.140 (meters)    1870.53  (feet)  COMP
 LU1830  MODELED GRAV-     980,009.7   (mgal)                       NAVD 88
 LU1830
 LU1830  VERT ORDER  -  FIRST     CLASS II
 LU1830
 LU1830.The horizontal coordinates were scaled from a topographic map and have
 LU1830.an estimated accuracy of +/- 6 seconds.
 LU1830.
 LU1830.The orthometric height was determined by differential leveling and
 LU1830.adjusted in June 1991.
 LU1830
 LU1830.The geoid height was determined by GEOID09.
 LU1830
 LU1830.The dynamic height is computed by dividing the NAVD 88
 LU1830.geopotential number by the normal gravity value computed on the
 LU1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1830.degrees latitude (g = 980.6199 gals.).
 LU1830
 LU1830.The modeled gravity was interpolated from observed gravity values.
 LU1830
 LU1830;                    North         East    Units  Estimated Accuracy
 LU1830;SPC CA 1     -   647,940.    1,924,250.      MT  (+/- 180 meters Scaled)
 LU1830
 LU1830                          SUPERSEDED SURVEY CONTROL
 LU1830
 LU1830.No superseded survey control is available for this station.
 LU1830
 LU1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL088012(NAD 83)
 LU1830
 LU1830_MARKER: I = METAL ROD
 LU1830_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1830+WITH SETTING: INFORMATION.
 LU1830_SP_SET: SHALLOW-SET METAL ROD
 LU1830_STAMPING: S 1424 1988
 LU1830_MARK LOGO: NGS   
 LU1830_PROJECTION: FLUSH
 LU1830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1830_ROD/PIPE-DEPTH: 2.5  meters
 LU1830
 LU1830  HISTORY     - Date     Condition        Report By
 LU1830  HISTORY     - 1988     MONUMENTED       NGS
 LU1830
 LU1830                          STATION DESCRIPTION
 LU1830
 LU1830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1830'15.3 KM (9.50 MI) EAST FROM WEAVERVILLE.
 LU1830'15.3 KM (9.50 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1830'OF STATE HIGHWAY 3 IN WEAVERVILLE, 0.4 KM (0.25 MI) NORTH OF THE
 LU1830'INTERSECTION OF STEEL BRIDGE ROAD, AT THE SOUTHEAST END OF A HIGHWAY
 LU1830'CUT, 20.1 M (65.9 FT) NORTHEAST OF THE NORTHWEST END OF A GUARDRAIL,
 LU1830'AND 11.2 M (36.7 FT) NORTHEAST OF THE CENTER OF THE HIGHWAY.
 LU1830'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1830'THE MARK IS 0.2 METERS  SW FROM  A WITNESS POST
 LU1830'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1862 ***********************************************************************
 LU1862  DESIGNATION -  S 1429
 LU1862  PID         -  LU1862
 LU1862  STATE/COUNTY-  CA/SHASTA
 LU1862  USGS QUAD   -  WHISKEYTOWN (1979)
 LU1862
 LU1862                         *CURRENT SURVEY CONTROL
 LU1862  ___________________________________________________________________
 LU1862* NAD 83(1986)-  40 39 03.     (N)    122 34 48.     (W)     SCALED    
 LU1862* NAVD 88     -       401.292  (meters)    1316.57   (feet)  ADJUSTED  
 LU1862  ___________________________________________________________________
 LU1862  GEOID HEIGHT-         -26.94  (meters)                     GEOID09
 LU1862  DYNAMIC HT  -         401.073 (meters)    1315.85  (feet)  COMP
 LU1862  MODELED GRAV-     980,069.4   (mgal)                       NAVD 88
 LU1862
 LU1862  VERT ORDER  -  FIRST     CLASS II
 LU1862
 LU1862.The horizontal coordinates were scaled from a topographic map and have
 LU1862.an estimated accuracy of +/- 6 seconds.
 LU1862.
 LU1862.The orthometric height was determined by differential leveling and
 LU1862.adjusted in June 1991.
 LU1862
 LU1862.The geoid height was determined by GEOID09.
 LU1862
 LU1862.The dynamic height is computed by dividing the NAVD 88
 LU1862.geopotential number by the normal gravity value computed on the
 LU1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1862.degrees latitude (g = 980.6199 gals.).
 LU1862
 LU1862.The modeled gravity was interpolated from observed gravity values.
 LU1862
 LU1862;                    North         East    Units  Estimated Accuracy
 LU1862;SPC CA 1     -   646,450.    1,950,950.      MT  (+/- 180 meters Scaled)
 LU1862
 LU1862                          SUPERSEDED SURVEY CONTROL
 LU1862
 LU1862.No superseded survey control is available for this station.
 LU1862
 LU1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL355000(NAD 83)
 LU1862
 LU1862_MARKER: DB = BENCH MARK DISK
 LU1862_SETTING: 66 = SET IN ROCK OUTCROP
 LU1862_SP_SET: BEDROCK
 LU1862_STAMPING: S 1429 1988
 LU1862_MARK LOGO: NGS   
 LU1862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1862+STABILITY: POSITION/ELEVATION WELL
 LU1862
 LU1862  HISTORY     - Date     Condition        Report By
 LU1862  HISTORY     - 1988     MONUMENTED       NGS
 LU1862
 LU1862                          STATION DESCRIPTION
 LU1862
 LU1862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1862'18.9 KM (11.75 MI) WEST FROM REDDING.
 LU1862'18.9 KM (11.75 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1862'WITH CALIFORNIA STREET IN REDDING, 1.6 KM (1.00 MI) EASTERLY OF THE
 LU1862'JUNCTION OF A PAVED ROAD LEADING TO OAK BOTTOM CAMPGROUND, IN AN
 LU1862'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 121.0 M (397.0 FT)
 LU1862'SOUTHEAST OF THE NORTHWEST END OF THE CUT, AND 7.2 M (23.6 FT)
 LU1862'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 LU1862'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LU1862'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0913 ***********************************************************************
 LU0913  DESIGNATION -  S 76
 LU0913  PID         -  LU0913
 LU0913  STATE/COUNTY-  CA/TRINITY
 LU0913  USGS QUAD   -  DEL LOMA (1982)
 LU0913
 LU0913                         *CURRENT SURVEY CONTROL
 LU0913  ___________________________________________________________________
 LU0913* NAD 83(1986)-  40 47 39.     (N)    123 21 20.     (W)     SCALED    
 LU0913* NAVD 88     -       357.077  (meters)    1171.51   (feet)  ADJUSTED  
 LU0913  ___________________________________________________________________
 LU0913  GEOID HEIGHT-         -27.11  (meters)                     GEOID09
 LU0913  DYNAMIC HT  -         356.882 (meters)    1170.87  (feet)  COMP
 LU0913  MODELED GRAV-     980,069.2   (mgal)                       NAVD 88
 LU0913
 LU0913  VERT ORDER  -  FIRST     CLASS II
 LU0913
 LU0913.The horizontal coordinates were scaled from a topographic map and have
 LU0913.an estimated accuracy of +/- 6 seconds.
 LU0913.
 LU0913.The orthometric height was determined by differential leveling and
 LU0913.adjusted in June 1991.
 LU0913
 LU0913.The geoid height was determined by GEOID09.
 LU0913
 LU0913.The dynamic height is computed by dividing the NAVD 88
 LU0913.geopotential number by the normal gravity value computed on the
 LU0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0913.degrees latitude (g = 980.6199 gals.).
 LU0913
 LU0913.The modeled gravity was interpolated from observed gravity values.
 LU0913
 LU0913;                    North         East    Units  Estimated Accuracy
 LU0913;SPC CA 1     -   663,090.    1,885,610.      MT  (+/- 180 meters Scaled)
 LU0913
 LU0913                          SUPERSEDED SURVEY CONTROL
 LU0913
 LU0913  NGVD 29 (12/02/92)  356.137  (m)         1168.43   (f) ADJUSTED    1 2
 LU0913
 LU0913.Superseded values are not recommended for survey control.
 LU0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0913.See file dsdata.txt to determine how the superseded data were derived.
 LU0913
 LU0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL700159(NAD 83)
 LU0913
 LU0913_MARKER: DB = BENCH MARK DISK
 LU0913_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU0913_SP_SET: ABUTMENT CURB
 LU0913_STAMPING: S 76 1931 1167.996
 LU0913_MARK LOGO: CGS   
 LU0913_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU0913+STABILITY: POSITION/ELEVATION WELL
 LU0913
 LU0913  HISTORY     - Date     Condition        Report By
 LU0913  HISTORY     - 1931     MONUMENTED       CGS
 LU0913  HISTORY     - 1935     GOOD             CGS
 LU0913  HISTORY     - 1988     GOOD             NGS
 LU0913
 LU0913                          STATION DESCRIPTION
 LU0913
 LU0913'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LU0913'2 MI NW FROM DEL LOMA.
 LU0913'2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE
 LU0913'AT DEL LOMA, TRINITY COUNTY, AT THE SOUTHEAST CORNER OF THE
 LU0913'CONCRETE BRIDGE OVER SWEDE CREEK, AND IN THE TOP OF THE ABUTMENT.
 LU0913'A STANDARD DISK, STAMPED 1167.996 S 76 1931.
 LU0913
 LU0913                          STATION RECOVERY (1988)
 LU0913
 LU0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0913'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  13.2 KM
 LU0913'(8.20 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE POST OFFICE
 LU0913'IN BIG BAR, IN TOP OF AND 2.0 M (6.6 FT) WEST OF THE EAST END OF THE
 LU0913'SOUTHEAST CONCRETE ABUTMENT CURB OF AN ABANDONED HIGHWAY BRIDGE
 LU0913'SPANNING SWEED CREEK, 25.7 M (84.3 FT) SOUTH OF THE CENTERLINE OF THE
 LU0913'HIGHWAY, AND 0.4 M (1.3 FT) ABOVE THE OLD HIGHWAY BED.
 LU0913'THE MARK IS 2.0 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0859 ***********************************************************************
 LU0859  DESIGNATION -  S 77 RESET
 LU0859  PID         -  LU0859
 LU0859  STATE/COUNTY-  CA/TRINITY
 LU0859  USGS QUAD   -  WEAVERVILLE (1982)
 LU0859
 LU0859                         *CURRENT SURVEY CONTROL
 LU0859  ___________________________________________________________________
 LU0859* NAD 83(1986)-  40 39 24.     (N)    122 54 50.     (W)     SCALED    
 LU0859* NAVD 88     -       505.619  (meters)    1658.85   (feet)  ADJUSTED  
 LU0859  ___________________________________________________________________
 LU0859  GEOID HEIGHT-         -26.94  (meters)                     GEOID09
 LU0859  DYNAMIC HT  -         505.320 (meters)    1657.87  (feet)  COMP
 LU0859  MODELED GRAV-     980,019.1   (mgal)                       NAVD 88
 LU0859
 LU0859  VERT ORDER  -  FIRST     CLASS II
 LU0859
 LU0859.The horizontal coordinates were scaled from a topographic map and have
 LU0859.an estimated accuracy of +/- 6 seconds.
 LU0859.
 LU0859.The orthometric height was determined by differential leveling and
 LU0859.adjusted in June 1991.
 LU0859
 LU0859.The geoid height was determined by GEOID09.
 LU0859
 LU0859.The dynamic height is computed by dividing the NAVD 88
 LU0859.geopotential number by the normal gravity value computed on the
 LU0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0859.degrees latitude (g = 980.6199 gals.).
 LU0859
 LU0859.The modeled gravity was interpolated from observed gravity values.
 LU0859
 LU0859;                    North         East    Units  Estimated Accuracy
 LU0859;SPC CA 1     -   647,340.    1,922,720.      MT  (+/- 180 meters Scaled)
 LU0859
 LU0859                          SUPERSEDED SURVEY CONTROL
 LU0859
 LU0859  NGVD 29 (??/??/??)  504.83   (m)         1656.3    (f) RESET       3  
 LU0859
 LU0859.Superseded values are not recommended for survey control.
 LU0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0859.See file dsdata.txt to determine how the superseded data were derived.
 LU0859
 LU0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL072006(NAD 83)
 LU0859
 LU0859_MARKER: DD = SURVEY DISK
 LU0859_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU0859_SP_SET: ABUTMENT
 LU0859_STAMPING: S 77 RESET 1974
 LU0859_MARK LOGO: CADH  
 LU0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU0859
 LU0859  HISTORY     - Date     Condition        Report By
 LU0859  HISTORY     - 1974     MONUMENTED       CADH
 LU0859  HISTORY     - 1975     GOOD
 LU0859  HISTORY     - 1988     GOOD             NGS
 LU0859
 LU0859                          STATION DESCRIPTION
 LU0859
 LU0859'DESCRIBED 1975
 LU0859'1.7 MI E FROM DOUGLAS CITY.
 LU0859'1.7 MILES EAST ALONG HIGHWAY 299 FROM THE U.S. POST OFFICE AT
 LU0859'DOUGLAS CITY, TRINITY COUNTY AT THE NORTHEAST CORNER OF BRIDGE
 LU0859'5-19 OVER INDIAN CREEK, SET IN THE BRIDGE DECK 20 FEET NORTHEAST
 LU0859'OF THE CENTER LINE OF THE HIGHWAY.
 LU0859
 LU0859                          STATION RECOVERY (1988)
 LU0859
 LU0859'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0859'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  12.8 KM
 LU0859'(7.95 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF STATE
 LU0859'HIGHWAY 3 IN WEAVERVILLE, IN THE EAST CORNER OF THE CONCRETE ABUTMENT
 LU0859'CURB OF HIGHWAY BRIDGE NUMBER 5-19 SPANNING INDIAN CREEK, 6.3 M
 LU0859'(20.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 4.1 M
 LU0859'(13.5 FT) NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE.
 LU0859'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1711 ***********************************************************************
 LU1711  DESIGNATION -  T 1402
 LU1711  PID         -  LU1711
 LU1711  STATE/COUNTY-  CA/HUMBOLDT
 LU1711  USGS QUAD   -  BLUE LAKE (1979)
 LU1711
 LU1711                         *CURRENT SURVEY CONTROL
 LU1711  ___________________________________________________________________
 LU1711* NAD 83(1986)-  40 55 46.     (N)    123 54 43.     (W)     SCALED    
 LU1711* NAVD 88     -       280.320  (meters)     919.68   (feet)  ADJUSTED  
 LU1711  ___________________________________________________________________
 LU1711  GEOID HEIGHT-         -29.14  (meters)                     GEOID09
 LU1711  DYNAMIC HT  -         280.178 (meters)     919.22  (feet)  COMP
 LU1711  MODELED GRAV-     980,110.9   (mgal)                       NAVD 88
 LU1711
 LU1711  VERT ORDER  -  FIRST     CLASS II
 LU1711
 LU1711.The horizontal coordinates were scaled from a topographic map and have
 LU1711.an estimated accuracy of +/- 6 seconds.
 LU1711.
 LU1711.The orthometric height was determined by differential leveling and
 LU1711.adjusted in June 1991.
 LU1711
 LU1711.The geoid height was determined by GEOID09.
 LU1711
 LU1711.The dynamic height is computed by dividing the NAVD 88
 LU1711.geopotential number by the normal gravity value computed on the
 LU1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1711.degrees latitude (g = 980.6199 gals.).
 LU1711
 LU1711.The modeled gravity was interpolated from observed gravity values.
 LU1711
 LU1711;                    North         East    Units  Estimated Accuracy
 LU1711;SPC CA 1     -   678,990.    1,839,000.      MT  (+/- 180 meters Scaled)
 LU1711
 LU1711                          SUPERSEDED SURVEY CONTROL
 LU1711
 LU1711  NGVD 29 (12/02/92)  279.306  (m)          916.36   (f) ADJUSTED    1 2
 LU1711
 LU1711.Superseded values are not recommended for survey control.
 LU1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1711.See file dsdata.txt to determine how the superseded data were derived.
 LU1711
 LU1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL232313(NAD 83)
 LU1711
 LU1711_MARKER: I = METAL ROD
 LU1711_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1711_SP_SET: STAINLESS STEEL ROD
 LU1711_STAMPING: T 1402 1988
 LU1711_MARK LOGO: NGS   
 LU1711_PROJECTION: FLUSH
 LU1711_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1711+STABILITY: POSITION/ELEVATION WELL
 LU1711_ROD/PIPE-DEPTH: 7.0  meters
 LU1711
 LU1711  HISTORY     - Date     Condition        Report By
 LU1711  HISTORY     - 1988     MONUMENTED       NGS
 LU1711
 LU1711                          STATION DESCRIPTION
 LU1711
 LU1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1711'19.9 KM (12.35 MI) EAST FROM ARCATA.
 LU1711'19.9 KM (12.35 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1711'OF U.S. HIGHWAY 101 IN ARCATA, 16.9 M (55.4 FT) NORTHWEST OF THE
 LU1711'CENTERLINE OF THE HIGHWAY, 14.0 M (45.9 FT) NORTHEAST OF THE
 LU1711'SOUTHWEST END OF A GUARDRAIL, 7.0 M (23.0 FT) EAST OF THE BASE OF A
 LU1711'BANK, AND 1.4 M (4.6 FT) NORTHWEST OF A GUARDRAIL. NOTE--ACCESS TO
 LU1711'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1711'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LU1711'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1735 ***********************************************************************
 LU1735  DESIGNATION -  T 1403
 LU1735  PID         -  LU1735
 LU1735  STATE/COUNTY-  CA/HUMBOLDT
 LU1735  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1735
 LU1735                         *CURRENT SURVEY CONTROL
 LU1735  ___________________________________________________________________
 LU1735* NAD 83(1986)-  40 55 07.     (N)    123 47 16.     (W)     SCALED    
 LU1735* NAVD 88     -       689.690  (meters)    2262.76   (feet)  ADJUSTED  
 LU1735  ___________________________________________________________________
 LU1735  GEOID HEIGHT-         -28.48  (meters)                     GEOID09
 LU1735  DYNAMIC HT  -         689.313 (meters)    2261.52  (feet)  COMP
 LU1735  MODELED GRAV-     980,054.4   (mgal)                       NAVD 88
 LU1735
 LU1735  VERT ORDER  -  FIRST     CLASS II
 LU1735
 LU1735.The horizontal coordinates were scaled from a topographic map and have
 LU1735.an estimated accuracy of +/- 6 seconds.
 LU1735.
 LU1735.The orthometric height was determined by differential leveling and
 LU1735.adjusted in June 1991.
 LU1735
 LU1735.The geoid height was determined by GEOID09.
 LU1735
 LU1735.The dynamic height is computed by dividing the NAVD 88
 LU1735.geopotential number by the normal gravity value computed on the
 LU1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1735.degrees latitude (g = 980.6199 gals.).
 LU1735
 LU1735.The modeled gravity was interpolated from observed gravity values.
 LU1735
 LU1735;                    North         East    Units  Estimated Accuracy
 LU1735;SPC CA 1     -   677,560.    1,849,430.      MT  (+/- 180 meters Scaled)
 LU1735
 LU1735                          SUPERSEDED SURVEY CONTROL
 LU1735
 LU1735.No superseded survey control is available for this station.
 LU1735
 LU1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL336300(NAD 83)
 LU1735
 LU1735_MARKER: I = METAL ROD
 LU1735_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1735_SP_SET: STAINLESS STEEL ROD
 LU1735_STAMPING: T 1403 1988
 LU1735_MARK LOGO: NGS   
 LU1735_PROJECTION: FLUSH
 LU1735_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1735+STABILITY: POSITION/ELEVATION WELL
 LU1735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1735+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 LU1735_ROD/PIPE-DEPTH: 7.2  meters
 LU1735
 LU1735  HISTORY     - Date     Condition        Report By
 LU1735  HISTORY     - 1988     MONUMENTED       NGS
 LU1735  HISTORY     - 20050608 GOOD             CADT
 LU1735
 LU1735                          STATION DESCRIPTION
 LU1735
 LU1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1735'18.9 KM (11.75 MI) WEST FROM WILLOW CREEK.
 LU1735'18.9 KM (11.75 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1735'OF STATE HIGHWAY 96 IN WILLOW CREEK, AT THE SOUTH END OF A CURVE,
 LU1735'13.2 M (43.3 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 3.6 M
 LU1735'(11.8 FT) WEST OF THE SOUTH END OF A GUARDRAIL. NOTE--ACCESS TO DATUM
 LU1735'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1735'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LU1735'THE MARK IS 0.4 M BELOW THE HIGHWAY.
 LU1735
 LU1735                          STATION RECOVERY (2005)
 LU1735
 LU1735'RECOVERY NOTE BY CALTRANS 2005 (REB)
 LU1735'DESIGNATION T 1403 US HWY299 PM 27.05
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1758 ***********************************************************************
 LU1758  DESIGNATION -  T 1406
 LU1758  PID         -  LU1758
 LU1758  STATE/COUNTY-  CA/HUMBOLDT
 LU1758  USGS QUAD   -  SALYER (1979)
 LU1758
 LU1758                         *CURRENT SURVEY CONTROL
 LU1758  ___________________________________________________________________
 LU1758* NAD 83(1986)-  40 53 48.     (N)    123 36 34.     (W)     SCALED    
 LU1758* NAVD 88     -       185.918  (meters)     609.97   (feet)  ADJUSTED  
 LU1758  ___________________________________________________________________
 LU1758  GEOID HEIGHT-         -27.89  (meters)                     GEOID09
 LU1758  DYNAMIC HT  -         185.825 (meters)     609.66  (feet)  COMP
 LU1758  MODELED GRAV-     980,117.5   (mgal)                       NAVD 88
 LU1758
 LU1758  VERT ORDER  -  FIRST     CLASS II
 LU1758
 LU1758.The horizontal coordinates were scaled from a topographic map and have
 LU1758.an estimated accuracy of +/- 6 seconds.
 LU1758.
 LU1758.The orthometric height was determined by differential leveling and
 LU1758.adjusted in June 1991.
 LU1758
 LU1758.The geoid height was determined by GEOID09.
 LU1758
 LU1758.The dynamic height is computed by dividing the NAVD 88
 LU1758.geopotential number by the normal gravity value computed on the
 LU1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1758.degrees latitude (g = 980.6199 gals.).
 LU1758
 LU1758.The modeled gravity was interpolated from observed gravity values.
 LU1758
 LU1758;                    North         East    Units  Estimated Accuracy
 LU1758;SPC CA 1     -   674,830.    1,864,400.      MT  (+/- 180 meters Scaled)
 LU1758
 LU1758                          SUPERSEDED SURVEY CONTROL
 LU1758
 LU1758.No superseded survey control is available for this station.
 LU1758
 LU1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL486274(NAD 83)
 LU1758
 LU1758_MARKER: DB = BENCH MARK DISK
 LU1758_SETTING: 66 = SET IN ROCK OUTCROP
 LU1758_SP_SET: BEDROCK
 LU1758_STAMPING: T 1406 1988
 LU1758_MARK LOGO: NGS   
 LU1758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1758
 LU1758  HISTORY     - Date     Condition        Report By
 LU1758  HISTORY     - 1988     MONUMENTED       NGS
 LU1758
 LU1758                          STATION DESCRIPTION
 LU1758
 LU1758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1758'5.4 KM (3.35 MI) SE FROM WILLOW CREEK.
 LU1758'5.4 KM (3.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1758'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, IN AN EXPOSED AREA OF
 LU1758'BEDROCK IN A HIGHWAY CUT, 23.7 M (77.8 FT) NORTH OF THE CENTER OF
 LU1758'CATCH BASIN NUMBER 42.22, AND 6.1 M (20.0 FT) WEST OF THE CENTERLINE
 LU1758'OF THE HIGHWAY.
 LU1758'THE MARK IS 0.4 METERS  N FROM  A WITNESS POST
 LU1758'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1781 ***********************************************************************
 LU1781  DESIGNATION -  T 1422
 LU1781  PID         -  LU1781
 LU1781  STATE/COUNTY-  CA/TRINITY
 LU1781  USGS QUAD   -  IRONSIDE MTN (1982)
 LU1781
 LU1781                         *CURRENT SURVEY CONTROL
 LU1781  ___________________________________________________________________
 LU1781* NAD 83(1986)-  40 47 21.     (N)    123 26 46.     (W)     SCALED    
 LU1781* NAVD 88     -       305.807  (meters)    1003.30   (feet)  ADJUSTED  
 LU1781  ___________________________________________________________________
 LU1781  GEOID HEIGHT-         -27.49  (meters)                     GEOID09
 LU1781  DYNAMIC HT  -         305.639 (meters)    1002.75  (feet)  COMP
 LU1781  MODELED GRAV-     980,066.7   (mgal)                       NAVD 88
 LU1781
 LU1781  VERT ORDER  -  FIRST     CLASS II
 LU1781
 LU1781.The horizontal coordinates were scaled from a topographic map and have
 LU1781.an estimated accuracy of +/- 6 seconds.
 LU1781.
 LU1781.The orthometric height was determined by differential leveling and
 LU1781.adjusted in June 1991.
 LU1781
 LU1781.The geoid height was determined by GEOID09.
 LU1781
 LU1781.The dynamic height is computed by dividing the NAVD 88
 LU1781.geopotential number by the normal gravity value computed on the
 LU1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1781.degrees latitude (g = 980.6199 gals.).
 LU1781
 LU1781.The modeled gravity was interpolated from observed gravity values.
 LU1781
 LU1781;                    North         East    Units  Estimated Accuracy
 LU1781;SPC CA 1     -   662,660.    1,877,960.      MT  (+/- 180 meters Scaled)
 LU1781
 LU1781                          SUPERSEDED SURVEY CONTROL
 LU1781
 LU1781.No superseded survey control is available for this station.
 LU1781
 LU1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL623154(NAD 83)
 LU1781
 LU1781_MARKER: DB = BENCH MARK DISK
 LU1781_SETTING: 66 = SET IN ROCK OUTCROP
 LU1781_SP_SET: BEDROCK
 LU1781_STAMPING: T 1422 1988
 LU1781_MARK LOGO: NGS   
 LU1781_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1781+STABILITY: POSITION/ELEVATION WELL
 LU1781
 LU1781  HISTORY     - Date     Condition        Report By
 LU1781  HISTORY     - 1988     MONUMENTED       NGS
 LU1781
 LU1781                          STATION DESCRIPTION
 LU1781
 LU1781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1781'22.3 KM (13.85 MI) NW FROM BIG BAR.
 LU1781'22.3 KM (13.85 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE POST
 LU1781'OFFICE IN BIG BAR, SET VERTICALLY IN THE NORTH FACE OF AN EXPOSED
 LU1781'AREA OF BEDROCK IN A HIGHWAY CUT, 0.1 KM (0.05 MI) WEST OF THE CEDAR
 LU1781'FLAT RESORT COFFEE SHOP, 64.4 M (211.3 FT) EAST OF THE CENTER OF
 LU1781'FRIED RICH ROAD, 19.1 M (62.7 FT) WEST OF THE EAST END OF THE EXPOSED
 LU1781'BEDROCK, AND 7.4 M (24.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 LU1781'THE MARK IS 1.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1813 ***********************************************************************
 LU1813  DESIGNATION -  T 1423
 LU1813  PID         -  LU1813
 LU1813  STATE/COUNTY-  CA/TRINITY
 LU1813  USGS QUAD   -  WEAVERVILLE (1982)
 LU1813
 LU1813                         *CURRENT SURVEY CONTROL
 LU1813  ___________________________________________________________________
 LU1813* NAD 83(1986)-  40 44 16.     (N)    122 59 59.     (W)     SCALED    
 LU1813* NAVD 88     -       776.787  (meters)    2548.51   (feet)  ADJUSTED  
 LU1813  ___________________________________________________________________
 LU1813  GEOID HEIGHT-         -26.55  (meters)                     GEOID09
 LU1813  DYNAMIC HT  -         776.281 (meters)    2546.85  (feet)  COMP
 LU1813  MODELED GRAV-     979,947.4   (mgal)                       NAVD 88
 LU1813
 LU1813  VERT ORDER  -  FIRST     CLASS II
 LU1813
 LU1813.The horizontal coordinates were scaled from a topographic map and have
 LU1813.an estimated accuracy of +/- 6 seconds.
 LU1813.
 LU1813.The orthometric height was determined by differential leveling and
 LU1813.adjusted in June 1991.
 LU1813
 LU1813.The geoid height was determined by GEOID09.
 LU1813
 LU1813.The dynamic height is computed by dividing the NAVD 88
 LU1813.geopotential number by the normal gravity value computed on the
 LU1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1813.degrees latitude (g = 980.6199 gals.).
 LU1813
 LU1813.The modeled gravity was interpolated from observed gravity values.
 LU1813
 LU1813;                    North         East    Units  Estimated Accuracy
 LU1813;SPC CA 1     -   656,430.    1,915,570.      MT  (+/- 180 meters Scaled)
 LU1813
 LU1813                          SUPERSEDED SURVEY CONTROL
 LU1813
 LU1813.No superseded survey control is available for this station.
 LU1813
 LU1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL000096(NAD 83)
 LU1813
 LU1813_MARKER: DB = BENCH MARK DISK
 LU1813_SETTING: 66 = SET IN ROCK OUTCROP
 LU1813_SP_SET: BEDROCK
 LU1813_STAMPING: T 1423 1988
 LU1813_MARK LOGO: NGS   
 LU1813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1813
 LU1813  HISTORY     - Date     Condition        Report By
 LU1813  HISTORY     - 1988     MONUMENTED       NGS
 LU1813
 LU1813                          STATION DESCRIPTION
 LU1813
 LU1813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1813'6.5 KM (4.05 MI) NW FROM WEAVERVILLE.
 LU1813'6.5 KM (4.05 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1813'JUNCTION OF STATE HIGHWAY 3 IN WEAVWEVILLE, IN THE EASTERN 1/3 OF A 3
 LU1813'BY 12 FOOT AREA OF OUTCROPPING BEDROCK, 0.1 KM (0.05 MI) EAST OF THE
 LU1813'INTERSECTION OF CASTLE ROAD, AT A HIGHWAY PULLOUT, 19.1 M (62.7 FT)
 LU1813'NORTH OF THE CENTERLINE OF THE HIGHWAY, 11.4 M (37.4 FT) NORTHEAST OF
 LU1813'THE NORTHEAST END OF A PIPE CULVERT.
 LU1813'THE MARK IS 0.6 METERS  SE FROM  A WITNESS POST
 LU1813'THE MARK IS 1.9 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1831 ***********************************************************************
 LU1831  DESIGNATION -  T 1424
 LU1831  PID         -  LU1831
 LU1831  STATE/COUNTY-  CA/TRINITY
 LU1831  USGS QUAD   -  WEAVERVILLE (1982)
 LU1831
 LU1831                         *CURRENT SURVEY CONTROL
 LU1831  ___________________________________________________________________
 LU1831* NAD 83(1986)-  40 40 01.     (N)    122 53 22.     (W)     SCALED    
 LU1831* NAVD 88     -       618.762  (meters)    2030.06   (feet)  ADJUSTED  
 LU1831  ___________________________________________________________________
 LU1831  GEOID HEIGHT-         -26.88  (meters)                     GEOID09
 LU1831  DYNAMIC HT  -         618.391 (meters)    2028.84  (feet)  COMP
 LU1831  MODELED GRAV-     980,006.1   (mgal)                       NAVD 88
 LU1831
 LU1831  VERT ORDER  -  FIRST     CLASS II
 LU1831
 LU1831.The horizontal coordinates were scaled from a topographic map and have
 LU1831.an estimated accuracy of +/- 6 seconds.
 LU1831.
 LU1831.The orthometric height was determined by differential leveling and
 LU1831.adjusted in June 1991.
 LU1831
 LU1831.The geoid height was determined by GEOID09.
 LU1831
 LU1831.The dynamic height is computed by dividing the NAVD 88
 LU1831.geopotential number by the normal gravity value computed on the
 LU1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1831.degrees latitude (g = 980.6199 gals.).
 LU1831
 LU1831.The modeled gravity was interpolated from observed gravity values.
 LU1831
 LU1831;                    North         East    Units  Estimated Accuracy
 LU1831;SPC CA 1     -   648,460.    1,924,800.      MT  (+/- 180 meters Scaled)
 LU1831
 LU1831                          SUPERSEDED SURVEY CONTROL
 LU1831
 LU1831.No superseded survey control is available for this station.
 LU1831
 LU1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL093017(NAD 83)
 LU1831
 LU1831_MARKER: I = METAL ROD
 LU1831_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1831_SP_SET: STAINLESS STEEL ROD
 LU1831_STAMPING: T 1424 1988
 LU1831_MARK LOGO: NGS   
 LU1831_PROJECTION: FLUSH
 LU1831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1831_ROD/PIPE-DEPTH: 3.4  meters
 LU1831
 LU1831  HISTORY     - Date     Condition        Report By
 LU1831  HISTORY     - 1988     MONUMENTED       NGS
 LU1831
 LU1831                          STATION DESCRIPTION
 LU1831
 LU1831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1831'16.1 KM (10.00 MI) EAST FROM WEAVERVILLE.
 LU1831'16.1 KM (10.00 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1831'OF STATE HIGHWAY 3 IN WEAVERVILLE, 1.2 KM (0.75 MI) NORTHEAST OF THE
 LU1831'INTERSECTION OF STEEL BRIDGE ROAD, 59.1 M (193.9 FT) SOUTHWEST OF THE
 LU1831'CENTER OF A DIRT ROAD LEADING SOUTHEAST, 12.7 M (41.7 FT) SOUTHEAST
 LU1831'OF THE CENTERLINE OF THE HIGHWAY, AND 9.4 M (30.8 FT) NORTHEAST OF
 LU1831'THE CENTER OF A CATCH BASIN. NOTE--ACCESS TO DATUM POINT IS HAD
 LU1831'THROUGH A 5-INCH LOGO CAP.
 LU1831'THE MARK IS 0.2 METERS  NW FROM  A WITNESS POST
 LU1831'THE MARK IS 0.3 M BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1861 ***********************************************************************
 LU1861  DESIGNATION -  T 1429
 LU1861  PID         -  LU1861
 LU1861  STATE/COUNTY-  CA/SHASTA
 LU1861  USGS QUAD   -  WHISKEYTOWN (1979)
 LU1861
 LU1861                         *CURRENT SURVEY CONTROL
 LU1861  ___________________________________________________________________
 LU1861* NAD 83(1986)-  40 39 09.     (N)    122 35 20.     (W)     SCALED    
 LU1861* NAVD 88     -       402.631  (meters)    1320.97   (feet)  ADJUSTED  
 LU1861  ___________________________________________________________________
 LU1861  GEOID HEIGHT-         -26.92  (meters)                     GEOID09
 LU1861  DYNAMIC HT  -         402.412 (meters)    1320.25  (feet)  COMP
 LU1861  MODELED GRAV-     980,067.3   (mgal)                       NAVD 88
 LU1861
 LU1861  VERT ORDER  -  FIRST     CLASS II
 LU1861
 LU1861.The horizontal coordinates were scaled from a topographic map and have
 LU1861.an estimated accuracy of +/- 6 seconds.
 LU1861.
 LU1861.The orthometric height was determined by differential leveling and
 LU1861.adjusted in June 1991.
 LU1861
 LU1861.The geoid height was determined by GEOID09.
 LU1861
 LU1861.The dynamic height is computed by dividing the NAVD 88
 LU1861.geopotential number by the normal gravity value computed on the
 LU1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1861.degrees latitude (g = 980.6199 gals.).
 LU1861
 LU1861.The modeled gravity was interpolated from observed gravity values.
 LU1861
 LU1861;                    North         East    Units  Estimated Accuracy
 LU1861;SPC CA 1     -   646,640.    1,950,200.      MT  (+/- 180 meters Scaled)
 LU1861
 LU1861                          SUPERSEDED SURVEY CONTROL
 LU1861
 LU1861.No superseded survey control is available for this station.
 LU1861
 LU1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL347002(NAD 83)
 LU1861
 LU1861_MARKER: DB = BENCH MARK DISK
 LU1861_SETTING: 66 = SET IN ROCK OUTCROP
 LU1861_SP_SET: BEDROCK
 LU1861_STAMPING: T 1429 1988
 LU1861_MARK LOGO: NGS   
 LU1861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1861+STABILITY: POSITION/ELEVATION WELL
 LU1861
 LU1861  HISTORY     - Date     Condition        Report By
 LU1861  HISTORY     - 1988     MONUMENTED       NGS
 LU1861
 LU1861                          STATION DESCRIPTION
 LU1861
 LU1861'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1861'19.8 KM (12.30 MI) WEST FROM REDDING.
 LU1861'19.8 KM (12.30 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1861'WITH CALIFORNIA STREET IN REDDING, 0.7 KM (0.45 MI) EASTERLY FROM THE
 LU1861'JUNCTION OF A PAVED ROAD LEADING TO OAK BOTTOM CAMPGROUND, IN AN
 LU1861'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 50.0 M (164.0 FT) WEST OF
 LU1861'THE EAST END OF THE CUT, AND 7.1 M (23.3 FT) SOUTH OF THE CENTERLINE
 LU1861'OF THE HIGHWAY.
 LU1861'THE MARK IS 0.55 METERS  W FROM  A WITNESS POST
 LU1861'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0914 ***********************************************************************
 LU0914  DESIGNATION -  T 76
 LU0914  PID         -  LU0914
 LU0914  STATE/COUNTY-  CA/TRINITY
 LU0914  USGS QUAD   -  DEL LOMA (1982)
 LU0914
 LU0914                         *CURRENT SURVEY CONTROL
 LU0914  ___________________________________________________________________
 LU0914* NAD 83(1986)-  40 46 47.     (N)    123 19 51.     (W)     SCALED    
 LU0914* NAVD 88     -       359.214  (meters)    1178.52   (feet)  ADJUSTED  
 LU0914  ___________________________________________________________________
 LU0914  GEOID HEIGHT-         -27.08  (meters)                     GEOID09
 LU0914  DYNAMIC HT  -         359.017 (meters)    1177.87  (feet)  COMP
 LU0914  MODELED GRAV-     980,066.2   (mgal)                       NAVD 88
 LU0914
 LU0914  VERT ORDER  -  FIRST     CLASS II
 LU0914
 LU0914.The horizontal coordinates were scaled from a topographic map and have
 LU0914.an estimated accuracy of +/- 6 seconds.
 LU0914.
 LU0914.The orthometric height was determined by differential leveling and
 LU0914.adjusted in June 1991.
 LU0914
 LU0914.The geoid height was determined by GEOID09.
 LU0914
 LU0914.The dynamic height is computed by dividing the NAVD 88
 LU0914.geopotential number by the normal gravity value computed on the
 LU0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0914.degrees latitude (g = 980.6199 gals.).
 LU0914
 LU0914.The modeled gravity was interpolated from observed gravity values.
 LU0914
 LU0914;                    North         East    Units  Estimated Accuracy
 LU0914;SPC CA 1     -   661,460.    1,887,670.      MT  (+/- 180 meters Scaled)
 LU0914
 LU0914                          SUPERSEDED SURVEY CONTROL
 LU0914
 LU0914  NGVD 29 (12/02/92)  358.284  (m)         1175.47   (f) ADJUSTED    1 2
 LU0914
 LU0914.Superseded values are not recommended for survey control.
 LU0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0914.See file dsdata.txt to determine how the superseded data were derived.
 LU0914
 LU0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL720143(NAD 83)
 LU0914
 LU0914_MARKER: DB = BENCH MARK DISK
 LU0914_SETTING: 80 = SET IN A BOULDER
 LU0914_SP_SET: BOULDER
 LU0914_STAMPING: T 76 1931 1175.047
 LU0914_MARK LOGO: CGS   
 LU0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0914+STABILITY: SURFACE MOTION
 LU0914
 LU0914  HISTORY     - Date     Condition        Report By
 LU0914  HISTORY     - 1931     MONUMENTED       CGS
 LU0914  HISTORY     - 1935     GOOD             CGS
 LU0914  HISTORY     - 1988     GOOD             NGS
 LU0914
 LU0914                          STATION DESCRIPTION
 LU0914
 LU0914'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LU0914'AT DEL LOMA.
 LU0914'AT DEL LOMA, TRINITY COUNTY, ON U.S. HIGHWAY 299, 600 FEET
 LU0914'NORTH OF THE POST OFFICE, 24 FEET EAST OF THE CENTERLINE OF THE
 LU0914'HIGHWAY, AND IN THE TOP OF A LARGE BOULDER.  A STANDARD DISK,
 LU0914'STAMPED 1175.047 T 76 1931.
 LU0914
 LU0914                          STATION RECOVERY (1988)
 LU0914
 LU0914'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0914'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  9.6 KM
 LU0914'(5.95 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE POST OFFICE
 LU0914'IN BIG BAR, IN THE SMALL COMMUNITY OF DEL LOMA, IN THE CENTER OF THE
 LU0914'NORTHERN 1/2 OF A 4 BY 8 FOOT BOULDER PROJECTING 0.3 M (1.0 FT) ABOVE
 LU0914'THE GROUND, 20.2 M (66.3 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 LU0914'7.4 M (24.3 FT) SOUTH OF A UTILITY POLE, 6.7 M (22.0 FT) EAST OF THE
 LU0914'CENTER OF A PAVED ROAD (OLD HIGHWAY), 6.0 M (19.7 FT) SOUTHWEST OF
 LU0914'THE NORTHWEST CORNER OF A HOUSE, AND 5.1 M (16.7 FT) NORTHWEST OF THE
 LU0914'SOUTHWEST CORNER OF A HOUSE.
 LU0914'THE MARK IS 1.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1712 ***********************************************************************
 LU1712  DESIGNATION -  U 1402
 LU1712  PID         -  LU1712
 LU1712  STATE/COUNTY-  CA/HUMBOLDT
 LU1712  USGS QUAD   -  BLUE LAKE (1979)
 LU1712
 LU1712                         *CURRENT SURVEY CONTROL
 LU1712  ___________________________________________________________________
 LU1712* NAD 83(1986)-  40 55 38.     (N)    123 54 16.     (W)     SCALED    
 LU1712* NAVD 88     -       334.141  (meters)    1096.26   (feet)  ADJUSTED  
 LU1712  ___________________________________________________________________
 LU1712  GEOID HEIGHT-         -29.11  (meters)                     GEOID09
 LU1712  DYNAMIC HT  -         333.973 (meters)    1095.71  (feet)  COMP
 LU1712  MODELED GRAV-     980,112.0   (mgal)                       NAVD 88
 LU1712
 LU1712  VERT ORDER  -  FIRST     CLASS II
 LU1712
 LU1712.The horizontal coordinates were scaled from a topographic map and have
 LU1712.an estimated accuracy of +/- 6 seconds.
 LU1712.
 LU1712.The orthometric height was determined by differential leveling and
 LU1712.adjusted in June 1991.
 LU1712
 LU1712.The geoid height was determined by GEOID09.
 LU1712
 LU1712.The dynamic height is computed by dividing the NAVD 88
 LU1712.geopotential number by the normal gravity value computed on the
 LU1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1712.degrees latitude (g = 980.6199 gals.).
 LU1712
 LU1712.The modeled gravity was interpolated from observed gravity values.
 LU1712
 LU1712;                    North         East    Units  Estimated Accuracy
 LU1712;SPC CA 1     -   678,720.    1,839,620.      MT  (+/- 180 meters Scaled)
 LU1712
 LU1712                          SUPERSEDED SURVEY CONTROL
 LU1712
 LU1712  NGVD 29 (12/02/92)  333.130  (m)         1092.94   (f) ADJUSTED    1 2
 LU1712
 LU1712.Superseded values are not recommended for survey control.
 LU1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1712.See file dsdata.txt to determine how the superseded data were derived.
 LU1712
 LU1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL238310(NAD 83)
 LU1712
 LU1712_MARKER: DB = BENCH MARK DISK
 LU1712_SETTING: 66 = SET IN ROCK OUTCROP
 LU1712_SP_SET: BEDROCK
 LU1712_STAMPING: U 1402 1988
 LU1712_MARK LOGO: NGS   
 LU1712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1712+STABILITY: POSITION/ELEVATION WELL
 LU1712
 LU1712  HISTORY     - Date     Condition        Report By
 LU1712  HISTORY     - 1988     MONUMENTED       NGS
 LU1712
 LU1712                          STATION DESCRIPTION
 LU1712
 LU1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1712'20.8 KM (12.90 MI) EAST FROM ARCATA.
 LU1712'20.8 KM (12.90 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1712'OF U.S. HIGHWAY 101 IN ARCATA, SET VERTICALLY IN THE SOUTHWEST FACE
 LU1712'OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 11.2 M (36.7 FT)
 LU1712'NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 1.1 M (3.6 FT) NORTH OF
 LU1712'THE NORTHEAST EDGE OF A CATCH BASIN.
 LU1712'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1736 ***********************************************************************
 LU1736  DESIGNATION -  U 1403
 LU1736  PID         -  LU1736
 LU1736  STATE/COUNTY-  CA/HUMBOLDT
 LU1736  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1736
 LU1736                         *CURRENT SURVEY CONTROL
 LU1736  ___________________________________________________________________
 LU1736* NAD 83(1986)-  40 54 34.     (N)    123 47 10.     (W)     SCALED    
 LU1736* NAVD 88     -       754.132  (meters)    2474.18   (feet)  ADJUSTED  
 LU1736  ___________________________________________________________________
 LU1736  GEOID HEIGHT-         -28.48  (meters)                     GEOID09
 LU1736  DYNAMIC HT  -         753.713 (meters)    2472.81  (feet)  COMP
 LU1736  MODELED GRAV-     980,043.3   (mgal)                       NAVD 88
 LU1736
 LU1736  VERT ORDER  -  FIRST     CLASS II
 LU1736
 LU1736.The horizontal coordinates were scaled from a topographic map and have
 LU1736.an estimated accuracy of +/- 6 seconds.
 LU1736.
 LU1736.The orthometric height was determined by differential leveling and
 LU1736.adjusted in June 1991.
 LU1736
 LU1736.The geoid height was determined by GEOID09.
 LU1736
 LU1736.The dynamic height is computed by dividing the NAVD 88
 LU1736.geopotential number by the normal gravity value computed on the
 LU1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1736.degrees latitude (g = 980.6199 gals.).
 LU1736
 LU1736.The modeled gravity was interpolated from observed gravity values.
 LU1736
 LU1736;                    North         East    Units  Estimated Accuracy
 LU1736;SPC CA 1     -   676,540.    1,849,550.      MT  (+/- 180 meters Scaled)
 LU1736
 LU1736                          SUPERSEDED SURVEY CONTROL
 LU1736
 LU1736.No superseded survey control is available for this station.
 LU1736
 LU1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL337290(NAD 83)
 LU1736
 LU1736_MARKER: I = METAL ROD
 LU1736_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1736_SP_SET: STAINLESS STEEL ROD
 LU1736_STAMPING: U 1403 1988
 LU1736_MARK LOGO: NGS   
 LU1736_PROJECTION: FLUSH
 LU1736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1736+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 LU1736_ROD/PIPE-DEPTH: 3.1  meters
 LU1736
 LU1736  HISTORY     - Date     Condition        Report By
 LU1736  HISTORY     - 1988     MONUMENTED       NGS
 LU1736  HISTORY     - 20050608 GOOD             CADT
 LU1736
 LU1736                          STATION DESCRIPTION
 LU1736
 LU1736'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1736'17.7 KM (11.00 MI) WEST FROM WILLOW CREEK.
 LU1736'17.7 KM (11.00 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1736'OF STATE HIGHWAY 96 IN WILLOW CREEK, 42.0 M (137.8 FT) SOUTHWEST OF
 LU1736'THE CENTERLINE OF THE HIGHWAY, AND 4.6 M (15.1 FT) NORTHWEST OF THE
 LU1736'CENTER OF A GATE AT THE END OF A PAVED ROAD. NOTE--ACCESS TO DATUM
 LU1736'POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1736'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 LU1736'THE MARK IS 9.0 M BELOW THE HIGHWAY.
 LU1736
 LU1736                          STATION RECOVERY (2005)
 LU1736
 LU1736'RECOVERY NOTE BY CALTRANS 2005 (REB)
 LU1736'DESIGNATION U 1403 US HWY299 PM 27.74
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1759 ***********************************************************************
 LU1759  DESIGNATION -  U 1406
 LU1759  PID         -  LU1759
 LU1759  STATE/COUNTY-  CA/HUMBOLDT
 LU1759  USGS QUAD   -  SALYER (1979)
 LU1759
 LU1759                         *CURRENT SURVEY CONTROL
 LU1759  ___________________________________________________________________
 LU1759* NAD 83(1986)-  40 53 16.     (N)    123 36 08.     (W)     SCALED    
 LU1759* NAVD 88     -       182.254  (meters)     597.95   (feet)  ADJUSTED  
 LU1759  ___________________________________________________________________
 LU1759  GEOID HEIGHT-         -27.88  (meters)                     GEOID09
 LU1759  DYNAMIC HT  -         182.163 (meters)     597.65  (feet)  COMP
 LU1759  MODELED GRAV-     980,122.3   (mgal)                       NAVD 88
 LU1759
 LU1759  VERT ORDER  -  FIRST     CLASS II
 LU1759
 LU1759.The horizontal coordinates were scaled from a topographic map and have
 LU1759.an estimated accuracy of +/- 6 seconds.
 LU1759.
 LU1759.The orthometric height was determined by differential leveling and
 LU1759.adjusted in June 1991.
 LU1759
 LU1759.The geoid height was determined by GEOID09.
 LU1759
 LU1759.The dynamic height is computed by dividing the NAVD 88
 LU1759.geopotential number by the normal gravity value computed on the
 LU1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1759.degrees latitude (g = 980.6199 gals.).
 LU1759
 LU1759.The modeled gravity was interpolated from observed gravity values.
 LU1759
 LU1759;                    North         East    Units  Estimated Accuracy
 LU1759;SPC CA 1     -   673,840.    1,864,990.      MT  (+/- 180 meters Scaled)
 LU1759
 LU1759                          SUPERSEDED SURVEY CONTROL
 LU1759
 LU1759.No superseded survey control is available for this station.
 LU1759
 LU1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL492264(NAD 83)
 LU1759
 LU1759_MARKER: DB = BENCH MARK DISK
 LU1759_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1759_SP_SET: ABUTMENT
 LU1759_STAMPING: U 1406 1988
 LU1759_MARK LOGO: NGS   
 LU1759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1759
 LU1759  HISTORY     - Date     Condition        Report By
 LU1759  HISTORY     - 1988     MONUMENTED       NGS
 LU1759
 LU1759                          STATION DESCRIPTION
 LU1759
 LU1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1759'6.6 KM (4.10 MI) SE FROM WILLOW CREEK.
 LU1759'6.6 KM (4.10 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1759'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, SET VERTICALLY IN THE
 LU1759'SOUTHEAST FACE OF THE SOUTHWEST END OF THE CONCRETE ABUTMENT OF THE
 LU1759'HIGHWAY BRIDGE SPANNING THE SOUTH FORK OF THE TRINITY RIVER, 5.9 M
 LU1759'(19.4 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 5.6 M
 LU1759'(18.4 FT) NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE.
 LU1759'THE MARK IS 1.4 M ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1797 ***********************************************************************
 LU1797  DESIGNATION -  U 1422
 LU1797  PID         -  LU1797
 LU1797  STATE/COUNTY-  CA/TRINITY
 LU1797  USGS QUAD   -  HAYFORK BALLY (1982)
 LU1797
 LU1797                         *CURRENT SURVEY CONTROL
 LU1797  ___________________________________________________________________
 LU1797* NAD 83(1986)-  40 44 48.     (N)    123 10 23.     (W)     SCALED    
 LU1797* NAVD 88     -       409.049  (meters)    1342.02   (feet)  ADJUSTED  
 LU1797  ___________________________________________________________________
 LU1797  GEOID HEIGHT-         -26.82  (meters)                     GEOID09
 LU1797  DYNAMIC HT  -         408.774 (meters)    1341.12  (feet)  COMP
 LU1797  MODELED GRAV-     979,942.8   (mgal)                       NAVD 88
 LU1797
 LU1797  VERT ORDER  -  FIRST     CLASS II
 LU1797
 LU1797.The horizontal coordinates were scaled from a topographic map and have
 LU1797.an estimated accuracy of +/- 6 seconds.
 LU1797.
 LU1797.The orthometric height was determined by differential leveling and
 LU1797.adjusted in June 1991.
 LU1797
 LU1797.The geoid height was determined by GEOID09.
 LU1797
 LU1797.The dynamic height is computed by dividing the NAVD 88
 LU1797.geopotential number by the normal gravity value computed on the
 LU1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1797.degrees latitude (g = 980.6199 gals.).
 LU1797
 LU1797.The modeled gravity was interpolated from observed gravity values.
 LU1797
 LU1797;                    North         East    Units  Estimated Accuracy
 LU1797;SPC CA 1     -   657,600.    1,900,940.      MT  (+/- 180 meters Scaled)
 LU1797
 LU1797                          SUPERSEDED SURVEY CONTROL
 LU1797
 LU1797.No superseded survey control is available for this station.
 LU1797
 LU1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL853106(NAD 83)
 LU1797
 LU1797_MARKER: I = METAL ROD
 LU1797_SETTING: 66 = SET IN ROCK OUTCROP
 LU1797_SP_SET: BEDROCK
 LU1797_STAMPING: U 1422 1988
 LU1797_MARK LOGO: NGS   
 LU1797_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1797+STABILITY: POSITION/ELEVATION WELL
 LU1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1797+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1797
 LU1797  HISTORY     - Date     Condition        Report By
 LU1797  HISTORY     - 1988     MONUMENTED       NGS
 LU1797  HISTORY     - 20030910 GOOD             CADT
 LU1797
 LU1797                          STATION DESCRIPTION
 LU1797
 LU1797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1797'9.1 KM (5.65 MI) EAST FROM BIG BAR.
 LU1797'9.1 KM (5.65 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE POST OFFICE
 LU1797'IN BIG BAR, IN AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, AT THE
 LU1797'NORTHEAST END OF A SMALL HIGHWAY PULLOUT, AND 9.3 M (30.5 FT)
 LU1797'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LU1797'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
 LU1797
 LU1797                          STATION RECOVERY (2003)
 LU1797
 LU1797'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1797'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1812 ***********************************************************************
 LU1812  DESIGNATION -  U 1423
 LU1812  PID         -  LU1812
 LU1812  STATE/COUNTY-  CA/TRINITY
 LU1812  USGS QUAD   -  WEAVERVILLE (1982)
 LU1812
 LU1812                         *CURRENT SURVEY CONTROL
 LU1812  ___________________________________________________________________
 LU1812* NAD 83(1986)-  40 44 32.     (N)    122 59 52.     (W)     SCALED    
 LU1812* NAVD 88     -       730.005  (meters)    2395.02   (feet)  ADJUSTED  
 LU1812  ___________________________________________________________________
 LU1812  GEOID HEIGHT-         -26.52  (meters)                     GEOID09
 LU1812  DYNAMIC HT  -         729.519 (meters)    2393.43  (feet)  COMP
 LU1812  MODELED GRAV-     979,935.9   (mgal)                       NAVD 88
 LU1812
 LU1812  VERT ORDER  -  FIRST     CLASS II
 LU1812
 LU1812.The horizontal coordinates were scaled from a topographic map and have
 LU1812.an estimated accuracy of +/- 6 seconds.
 LU1812.
 LU1812.The orthometric height was determined by differential leveling and
 LU1812.adjusted in June 1991.
 LU1812
 LU1812.The geoid height was determined by GEOID09.
 LU1812
 LU1812.The dynamic height is computed by dividing the NAVD 88
 LU1812.geopotential number by the normal gravity value computed on the
 LU1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1812.degrees latitude (g = 980.6199 gals.).
 LU1812
 LU1812.The modeled gravity was interpolated from observed gravity values.
 LU1812
 LU1812;                    North         East    Units  Estimated Accuracy
 LU1812;SPC CA 1     -   656,920.    1,915,740.      MT  (+/- 180 meters Scaled)
 LU1812
 LU1812                          SUPERSEDED SURVEY CONTROL
 LU1812
 LU1812.No superseded survey control is available for this station.
 LU1812
 LU1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL001101(NAD 83)
 LU1812
 LU1812_MARKER: DB = BENCH MARK DISK
 LU1812_SETTING: 66 = SET IN ROCK OUTCROP
 LU1812_SP_SET: BEDROCK
 LU1812_STAMPING: U 1423 1988
 LU1812_MARK LOGO: NGS   
 LU1812_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1812+STABILITY: POSITION/ELEVATION WELL
 LU1812
 LU1812  HISTORY     - Date     Condition        Report By
 LU1812  HISTORY     - 1988     MONUMENTED       NGS
 LU1812
 LU1812                          STATION DESCRIPTION
 LU1812
 LU1812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1812'7.2 KM (4.45 MI) NW FROM WEAVERVILLE.
 LU1812'7.2 KM (4.45 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1812'JUNCTION OF STATE HIGHWAY 3 IN WEAVERVILLE, IN THE NORTHEASTERN 1/3
 LU1812'OF A 9 BY 9 FOOT AREA OF OUTCROPPING BEDROCK, 0.6 KM (0.35 MI) NORTH
 LU1812'OF THE INTERSECTION OF CASTLE ROAD, 24.9 M (81.7 FT) NORTHEAST OF THE
 LU1812'CENTERLINE OF THE HIGHWAY, 21.9 M (71.9 FT) NORTH OF THE CENTER OF A
 LU1812'RUN-A-WAY TRUCK RAMP, AND 17.7 M (58.1 FT) NORTH OF THE NORTHEAST LEG
 LU1812'OF A HIGHWAY INFORMATION SIGN, AND 13.7 M (44.9 FT) NORTHEAST OF A
 LU1812'GUARDRAIL.
 LU1812'THE MARK IS 0.4 METERS  SW FROM  A WITNESS POST
 LU1812'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1832 ***********************************************************************
 LU1832  DESIGNATION -  U 1424
 LU1832  PID         -  LU1832
 LU1832  STATE/COUNTY-  CA/TRINITY
 LU1832  USGS QUAD   -  WEAVERVILLE (1982)
 LU1832
 LU1832                         *CURRENT SURVEY CONTROL
 LU1832  ___________________________________________________________________
 LU1832* NAD 83(1986)-  40 40 18.     (N)    122 53 00.     (W)     SCALED    
 LU1832* NAVD 88     -       669.399  (meters)    2196.19   (feet)  ADJUSTED  
 LU1832  ___________________________________________________________________
 LU1832  GEOID HEIGHT-         -26.86  (meters)                     GEOID09
 LU1832  DYNAMIC HT  -         668.997 (meters)    2194.87  (feet)  COMP
 LU1832  MODELED GRAV-     980,002.6   (mgal)                       NAVD 88
 LU1832
 LU1832  VERT ORDER  -  FIRST     CLASS II
 LU1832
 LU1832.The horizontal coordinates were scaled from a topographic map and have
 LU1832.an estimated accuracy of +/- 6 seconds.
 LU1832.
 LU1832.The orthometric height was determined by differential leveling and
 LU1832.adjusted in June 1991.
 LU1832
 LU1832.The geoid height was determined by GEOID09.
 LU1832
 LU1832.The dynamic height is computed by dividing the NAVD 88
 LU1832.geopotential number by the normal gravity value computed on the
 LU1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1832.degrees latitude (g = 980.6199 gals.).
 LU1832
 LU1832.The modeled gravity was interpolated from observed gravity values.
 LU1832
 LU1832;                    North         East    Units  Estimated Accuracy
 LU1832;SPC CA 1     -   648,980.    1,925,320.      MT  (+/- 180 meters Scaled)
 LU1832
 LU1832                          SUPERSEDED SURVEY CONTROL
 LU1832
 LU1832.No superseded survey control is available for this station.
 LU1832
 LU1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL098023(NAD 83)
 LU1832
 LU1832_MARKER: I = METAL ROD
 LU1832_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1832+WITH SETTING: INFORMATION.
 LU1832_SP_SET: SHALLOW-SET METAL ROD
 LU1832_STAMPING: U 1424 1988
 LU1832_MARK LOGO: NGS   
 LU1832_PROJECTION: FLUSH
 LU1832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1832_ROD/PIPE-DEPTH: 2.8  meters
 LU1832
 LU1832  HISTORY     - Date     Condition        Report By
 LU1832  HISTORY     - 1988     MONUMENTED       NGS
 LU1832
 LU1832                          STATION DESCRIPTION
 LU1832
 LU1832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1832'17.0 KM (10.55 MI) EAST FROM WEAVERVILLE.
 LU1832'17.0 KM (10.55 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1832'OF STATE HIGHWAY 3 IN WEAVERVILLE, 2.0 KM (1.25 MI) NORTHEAST OF THE
 LU1832'INTERSECTION OF STEEL BRIDGE ROAD, 0.5 KM (0.30 MI) SOUTHWEST OF THE
 LU1832'INTERSECTION OF POKER BAR ROAD, 21.2 M (69.6 FT) SOUTHWEST OF THE
 LU1832'CENTER OF A DIRT ROAD LEADING WEST, AND 10.4 M (34.1 FT) NORTHWEST OF
 LU1832'THE CENTER OF THE HIGHWAY. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH
 LU1832'A 5-INCH LOGO CAP.
 LU1832'THE MARK IS 0.2 METERS  SE FROM  A WITNESS POST
 LU1832'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1860 ***********************************************************************
 LU1860  DESIGNATION -  U 1429
 LU1860  PID         -  LU1860
 LU1860  STATE/COUNTY-  CA/SHASTA
 LU1860  USGS QUAD   -  WHISKEYTOWN (1979)
 LU1860
 LU1860                         *CURRENT SURVEY CONTROL
 LU1860  ___________________________________________________________________
 LU1860* NAD 83(1986)-  40 39 03.     (N)    122 36 53.     (W)     SCALED    
 LU1860* NAVD 88     -       397.798  (meters)    1305.11   (feet)  ADJUSTED  
 LU1860  ___________________________________________________________________
 LU1860  GEOID HEIGHT-         -26.91  (meters)                     GEOID09
 LU1860  DYNAMIC HT  -         397.561 (meters)    1304.33  (feet)  COMP
 LU1860  MODELED GRAV-     980,019.2   (mgal)                       NAVD 88
 LU1860
 LU1860  VERT ORDER  -  FIRST     CLASS II
 LU1860
 LU1860.The horizontal coordinates were scaled from a topographic map and have
 LU1860.an estimated accuracy of +/- 6 seconds.
 LU1860.
 LU1860.The orthometric height was determined by differential leveling and
 LU1860.adjusted in June 1991.
 LU1860
 LU1860.The geoid height was determined by GEOID09.
 LU1860
 LU1860.The dynamic height is computed by dividing the NAVD 88
 LU1860.geopotential number by the normal gravity value computed on the
 LU1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1860.degrees latitude (g = 980.6199 gals.).
 LU1860
 LU1860.The modeled gravity was interpolated from observed gravity values.
 LU1860
 LU1860;                    North         East    Units  Estimated Accuracy
 LU1860;SPC CA 1     -   646,470.    1,948,010.      MT  (+/- 180 meters Scaled)
 LU1860
 LU1860                          SUPERSEDED SURVEY CONTROL
 LU1860
 LU1860.No superseded survey control is available for this station.
 LU1860
 LU1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL325000(NAD 83)
 LU1860
 LU1860_MARKER: DB = BENCH MARK DISK
 LU1860_SETTING: 66 = SET IN ROCK OUTCROP
 LU1860_SP_SET: BEDROCK
 LU1860_STAMPING: U 1429 1988
 LU1860_MARK LOGO: NGS   
 LU1860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1860
 LU1860  HISTORY     - Date     Condition        Report By
 LU1860  HISTORY     - 1988     MONUMENTED       NGS
 LU1860
 LU1860                          STATION DESCRIPTION
 LU1860
 LU1860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1860'22.1 KM (13.75 MI) WEST FROM REDDING.
 LU1860'22.1 KM (13.75 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1860'WITH CALIFORNIA STREET IN REDDING, 0.2 KM (0.10 MI) WEST OF THE
 LU1860'JUNCTION OF A ACCESS ROAD LEADING NORTH, IN AN EXPOSED AREA OF
 LU1860'BEDROCK IN A SMALL HIGHWAY CUT, 23.0 M (75.5 FT) WEST OF THE WEST END
 LU1860'OF A HIGHWAY FILL AND WEST OF THE EAST END OF THE CUT, AND 6.8 M
 LU1860'(22.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 LU1860'THE MARK IS 0.3 METERS  E FROM  A WITNESS POST
 LU1860'THE MARK IS 0.4 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0916 ***********************************************************************
 LU0916  DESIGNATION -  U 76
 LU0916  PID         -  LU0916
 LU0916  STATE/COUNTY-  CA/TRINITY
 LU0916  USGS QUAD   -  DEL LOMA (1982)
 LU0916
 LU0916                         *CURRENT SURVEY CONTROL
 LU0916  ___________________________________________________________________
 LU0916* NAD 83(1986)-  40 46 50.     (N)    123 18 29.     (W)     SCALED    
 LU0916* NAVD 88     -       347.700  (meters)    1140.75   (feet)  ADJUSTED  
 LU0916  ___________________________________________________________________
 LU0916  GEOID HEIGHT-         -27.00  (meters)                     GEOID09
 LU0916  DYNAMIC HT  -         347.507 (meters)    1140.11  (feet)  COMP
 LU0916  MODELED GRAV-     980,061.0   (mgal)                       NAVD 88
 LU0916
 LU0916  VERT ORDER  -  FIRST     CLASS II
 LU0916
 LU0916.The horizontal coordinates were scaled from a topographic map and have
 LU0916.an estimated accuracy of +/- 6 seconds.
 LU0916.
 LU0916.The orthometric height was determined by differential leveling and
 LU0916.adjusted in June 1991.
 LU0916
 LU0916.The geoid height was determined by GEOID09.
 LU0916
 LU0916.The dynamic height is computed by dividing the NAVD 88
 LU0916.geopotential number by the normal gravity value computed on the
 LU0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0916.degrees latitude (g = 980.6199 gals.).
 LU0916
 LU0916.The modeled gravity was interpolated from observed gravity values.
 LU0916
 LU0916;                    North         East    Units  Estimated Accuracy
 LU0916;SPC CA 1     -   661,520.    1,889,600.      MT  (+/- 180 meters Scaled)
 LU0916
 LU0916                          SUPERSEDED SURVEY CONTROL
 LU0916
 LU0916  NGVD 29 (12/02/92)  346.804  (m)         1137.81   (f) ADJUSTED    1 2
 LU0916
 LU0916.Superseded values are not recommended for survey control.
 LU0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0916.See file dsdata.txt to determine how the superseded data were derived.
 LU0916
 LU0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL740144(NAD 83)
 LU0916
 LU0916_MARKER: DB = BENCH MARK DISK
 LU0916_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU0916_SP_SET: WINGWALL
 LU0916_STAMPING: U 76 1931 1137.383
 LU0916_MARK LOGO: CGS   
 LU0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0916+STABILITY: SURFACE MOTION
 LU0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU0916+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2010
 LU0916
 LU0916  HISTORY     - Date     Condition        Report By
 LU0916  HISTORY     - 1931     MONUMENTED       CGS
 LU0916  HISTORY     - 1935     GOOD             CGS
 LU0916  HISTORY     - 1988     GOOD             NGS
 LU0916  HISTORY     - 20100624 GOOD             GEOCAC
 LU0916
 LU0916                          STATION DESCRIPTION
 LU0916
 LU0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LU0916'1.5 MI SE FROM DEL LOMA.
 LU0916'1.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE
 LU0916'AT DEL LOMA, TRINITY COUNTY, NEAR FRENCH BAR, AT A CONCRETE
 LU0916'BRIDGE OVER BIG FRENCH CREEK, AND IN THE TOP OF THE NORTHWEST
 LU0916'WING WALL.  A STANDARD DISK, STAMPED 1137.383 U 76 1931.
 LU0916
 LU0916                          STATION RECOVERY (1988)
 LU0916
 LU0916'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0916'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  7.0 KM
 LU0916'(4.35 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE POST OFFICE
 LU0916'IN BIG BAR, THENCE 0.1 KM (0.05 MI) NORTH ALONG BIG FRENCH CREEK
 LU0916'ROAD, IN THE NORTHWEST CONCRETE WINGWALL OF AN ABANDONED HIGHWAY
 LU0916'BRIDGE SPANNING BIG FRENCH CREEK, 18.0 M (59.1 FT) EAST OF THE CENTER
 LU0916'OF THE ROAD, AND 3.5 M (11.5 FT) NORTH OF THE CENTER OF THE ABANDONED
 LU0916'HIGHWAY BRIDGE.
 LU0916'THE MARK IS ABOVE LEVEL WITH THE ABANDONED HIGHWAY.
 LU0916
 LU0916                          STATION RECOVERY (2010)
 LU0916
 LU0916'RECOVERY NOTE BY GEOCACHING 2010
 LU0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1713 ***********************************************************************
 LU1713  DESIGNATION -  V 1402
 LU1713  PID         -  LU1713
 LU1713  STATE/COUNTY-  CA/HUMBOLDT
 LU1713  USGS QUAD   -  BLUE LAKE (1979)
 LU1713
 LU1713                         *CURRENT SURVEY CONTROL
 LU1713  ___________________________________________________________________
 LU1713* NAD 83(1986)-  40 56 02.     (N)    123 54 02.     (W)     SCALED    
 LU1713* NAVD 88     -       403.794  (meters)    1324.78   (feet)  ADJUSTED  
 LU1713  ___________________________________________________________________
 LU1713  GEOID HEIGHT-         -29.08  (meters)                     GEOID09
 LU1713  DYNAMIC HT  -         403.587 (meters)    1324.10  (feet)  COMP
 LU1713  MODELED GRAV-     980,099.1   (mgal)                       NAVD 88
 LU1713
 LU1713  VERT ORDER  -  FIRST     CLASS II
 LU1713
 LU1713.The horizontal coordinates were scaled from a topographic map and have
 LU1713.an estimated accuracy of +/- 6 seconds.
 LU1713.
 LU1713.The orthometric height was determined by differential leveling and
 LU1713.adjusted in June 1991.
 LU1713
 LU1713.The geoid height was determined by GEOID09.
 LU1713
 LU1713.The dynamic height is computed by dividing the NAVD 88
 LU1713.geopotential number by the normal gravity value computed on the
 LU1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1713.degrees latitude (g = 980.6199 gals.).
 LU1713
 LU1713.The modeled gravity was interpolated from observed gravity values.
 LU1713
 LU1713;                    North         East    Units  Estimated Accuracy
 LU1713;SPC CA 1     -   679,460.    1,839,970.      MT  (+/- 180 meters Scaled)
 LU1713
 LU1713                          SUPERSEDED SURVEY CONTROL
 LU1713
 LU1713  NGVD 29 (12/02/92)  402.781  (m)         1321.46   (f) ADJUSTED    1 2
 LU1713
 LU1713.Superseded values are not recommended for survey control.
 LU1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1713.See file dsdata.txt to determine how the superseded data were derived.
 LU1713
 LU1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL241318(NAD 83)
 LU1713
 LU1713_MARKER: DB = BENCH MARK DISK
 LU1713_SETTING: 66 = SET IN ROCK OUTCROP
 LU1713_SP_SET: BEDROCK
 LU1713_STAMPING: V 1402 1988
 LU1713_MARK LOGO: NGS   
 LU1713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1713
 LU1713  HISTORY     - Date     Condition        Report By
 LU1713  HISTORY     - 1988     MONUMENTED       NGS
 LU1713
 LU1713                          STATION DESCRIPTION
 LU1713
 LU1713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1713'22.0 KM (13.65 MI) EAST FROM ARCATA.
 LU1713'22.0 KM (13.65 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1713'OF U.S. HIGHWAY 101 IN ARCATA, NEAR THE CENTER OF A 3 BY 7 FOOT
 LU1713'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 53.0 M (173.9 FT) SOUTH OF
 LU1713'THE SOUTH END OF A CATCH BASIN, 24.0 M (78.7 FT) SOUTH OF THE SOUTH
 LU1713'END OF THE CUT, AND 12.5 M (41.0 FT) WEST OF THE CENTERLINE OF THE
 LU1713'HIGHWAY.
 LU1713'THE MARK IS 0.5 METERS  S FROM  A WITNESS POST
 LU1713'THE MARK IS 4.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1760 ***********************************************************************
 LU1760  DESIGNATION -  V 1406
 LU1760  PID         -  LU1760
 LU1760  STATE/COUNTY-  CA/TRINITY
 LU1760  USGS QUAD   -  SALYER (1979)
 LU1760
 LU1760                         *CURRENT SURVEY CONTROL
 LU1760  ___________________________________________________________________
 LU1760* NAD 83(1986)-  40 53 19.     (N)    123 36 02.     (W)     SCALED    
 LU1760* NAVD 88     -       176.592  (meters)     579.37   (feet)  ADJUSTED  
 LU1760  ___________________________________________________________________
 LU1760  GEOID HEIGHT-         -27.87  (meters)                     GEOID09
 LU1760  DYNAMIC HT  -         176.504 (meters)     579.08  (feet)  COMP
 LU1760  MODELED GRAV-     980,124.0   (mgal)                       NAVD 88
 LU1760
 LU1760  VERT ORDER  -  FIRST     CLASS II
 LU1760
 LU1760.The horizontal coordinates were scaled from a topographic map and have
 LU1760.an estimated accuracy of +/- 6 seconds.
 LU1760.
 LU1760.The orthometric height was determined by differential leveling and
 LU1760.adjusted in June 1991.
 LU1760
 LU1760.The geoid height was determined by GEOID09.
 LU1760
 LU1760.The dynamic height is computed by dividing the NAVD 88
 LU1760.geopotential number by the normal gravity value computed on the
 LU1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1760.degrees latitude (g = 980.6199 gals.).
 LU1760
 LU1760.The modeled gravity was interpolated from observed gravity values.
 LU1760
 LU1760;                    North         East    Units  Estimated Accuracy
 LU1760;SPC CA 1     -   673,930.    1,865,130.      MT  (+/- 180 meters Scaled)
 LU1760
 LU1760                          SUPERSEDED SURVEY CONTROL
 LU1760
 LU1760.No superseded survey control is available for this station.
 LU1760
 LU1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL494265(NAD 83)
 LU1760
 LU1760_MARKER: DB = BENCH MARK DISK
 LU1760_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU1760_SP_SET: ABUTMENT
 LU1760_STAMPING: V 1406 1988
 LU1760_MARK LOGO: NGS   
 LU1760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1760+STABILITY: POSITION/ELEVATION WELL
 LU1760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1760+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1760
 LU1760  HISTORY     - Date     Condition        Report By
 LU1760  HISTORY     - 1988     MONUMENTED       NGS
 LU1760  HISTORY     - 20030910 GOOD             CADT
 LU1760
 LU1760                          STATION DESCRIPTION
 LU1760
 LU1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1760'6.7 KM (4.15 MI) SE FROM WILLOW CREEK.
 LU1760'6.7 KM (4.15 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1760'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, SET VERTICALLY IN THE
 LU1760'SOUTHEAST FACE OF THE NORTHEAST CONCRETE ABUTMENT OF THE HIGHWAY
 LU1760'BRIDGE SPANNING THE SOUTH FORK OF THE TRINITY RIVER, 5.2 M (17.1 FT)
 LU1760'SOUTHEAST OF THE CENTER OF THE HIGHWAY, AND 0.6 M (2.0 FT) NORTHWEST
 LU1760'OF THE SOUTHEAST CORNER OF THE ABUTMENT.
 LU1760'THE MARK IS 1.5 M ABOVE THE GROUND.
 LU1760
 LU1760                          STATION RECOVERY (2003)
 LU1760
 LU1760'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1783 ***********************************************************************
 LU1783  DESIGNATION -  V 1422
 LU1783  PID         -  LU1783
 LU1783  STATE/COUNTY-  CA/TRINITY
 LU1783  USGS QUAD   -  IRONSIDE MTN (1982)
 LU1783
 LU1783                         *CURRENT SURVEY CONTROL
 LU1783  ___________________________________________________________________
 LU1783* NAD 83(1986)-  40 47 03.     (N)    123 25 14.     (W)     SCALED    
 LU1783* NAVD 88     -       315.248  (meters)    1034.28   (feet)  ADJUSTED  
 LU1783  ___________________________________________________________________
 LU1783  GEOID HEIGHT-         -27.39  (meters)                     GEOID09
 LU1783  DYNAMIC HT  -         315.066 (meters)    1033.68  (feet)  COMP
 LU1783  MODELED GRAV-     980,040.5   (mgal)                       NAVD 88
 LU1783
 LU1783  VERT ORDER  -  FIRST     CLASS II
 LU1783
 LU1783.The horizontal coordinates were scaled from a topographic map and have
 LU1783.an estimated accuracy of +/- 6 seconds.
 LU1783.
 LU1783.The orthometric height was determined by differential leveling and
 LU1783.adjusted in June 1991.
 LU1783
 LU1783.The geoid height was determined by GEOID09.
 LU1783
 LU1783.The dynamic height is computed by dividing the NAVD 88
 LU1783.geopotential number by the normal gravity value computed on the
 LU1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1783.degrees latitude (g = 980.6199 gals.).
 LU1783
 LU1783.The modeled gravity was interpolated from observed gravity values.
 LU1783
 LU1783;                    North         East    Units  Estimated Accuracy
 LU1783;SPC CA 1     -   662,070.    1,880,110.      MT  (+/- 180 meters Scaled)
 LU1783
 LU1783                          SUPERSEDED SURVEY CONTROL
 LU1783
 LU1783.No superseded survey control is available for this station.
 LU1783
 LU1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL645148(NAD 83)
 LU1783
 LU1783_MARKER: DB = BENCH MARK DISK
 LU1783_SETTING: 66 = SET IN ROCK OUTCROP
 LU1783_SP_SET: BEDROCK
 LU1783_STAMPING: V 1422 1988
 LU1783_MARK LOGO: NGS   
 LU1783_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1783+STABILITY: POSITION/ELEVATION WELL
 LU1783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1783+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1783
 LU1783  HISTORY     - Date     Condition        Report By
 LU1783  HISTORY     - 1988     MONUMENTED       NGS
 LU1783  HISTORY     - 20030910 GOOD             CADT
 LU1783
 LU1783                          STATION DESCRIPTION
 LU1783
 LU1783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1783'19.8 KM (12.30 MI) NW FROM BIG BAR.
 LU1783'19.8 KM (12.30 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE POST
 LU1783'OFFICE IN BIG BAR, IN AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 LU1783'1.9 KM (1.20 MI) SOUTHEAST OF THE EAST END OF HIGHWAY BRIDGE NUMBER
 LU1783'5-06 SPANNING THE TRINITY RIVER, 19.2 M (63.0 FT) NORTH OF THE
 LU1783'NORTHEAST END OF A GUARDRAIL, AND 6.9 M (22.6 FT) NORTHWEST OF THE
 LU1783'CENTERLINE OF THE HIGHWAY.
 LU1783'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 LU1783'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 LU1783
 LU1783                          STATION RECOVERY (2003)
 LU1783
 LU1783'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1783'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1811 ***********************************************************************
 LU1811  DESIGNATION -  V 1423
 LU1811  PID         -  LU1811
 LU1811  STATE/COUNTY-  CA/TRINITY
 LU1811  USGS QUAD   -  JUNCTION CITY (1982)
 LU1811
 LU1811                         *CURRENT SURVEY CONTROL
 LU1811  ___________________________________________________________________
 LU1811* NAD 83(1986)-  40 44 24.     (N)    123 00 17.     (W)     SCALED    
 LU1811* NAVD 88     -       674.004  (meters)    2211.29   (feet)  ADJUSTED  
 LU1811  ___________________________________________________________________
 LU1811  GEOID HEIGHT-         -26.54  (meters)                     GEOID09
 LU1811  DYNAMIC HT  -         673.561 (meters)    2209.84  (feet)  COMP
 LU1811  MODELED GRAV-     979,947.5   (mgal)                       NAVD 88
 LU1811
 LU1811  VERT ORDER  -  FIRST     CLASS II
 LU1811
 LU1811.The horizontal coordinates were scaled from a topographic map and have
 LU1811.an estimated accuracy of +/- 6 seconds.
 LU1811.
 LU1811.The orthometric height was determined by differential leveling and
 LU1811.adjusted in June 1991.
 LU1811
 LU1811.The geoid height was determined by GEOID09.
 LU1811
 LU1811.The dynamic height is computed by dividing the NAVD 88
 LU1811.geopotential number by the normal gravity value computed on the
 LU1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1811.degrees latitude (g = 980.6199 gals.).
 LU1811
 LU1811.The modeled gravity was interpolated from observed gravity values.
 LU1811
 LU1811;                    North         East    Units  Estimated Accuracy
 LU1811;SPC CA 1     -   656,680.    1,915,150.      MT  (+/- 180 meters Scaled)
 LU1811
 LU1811                          SUPERSEDED SURVEY CONTROL
 LU1811
 LU1811.No superseded survey control is available for this station.
 LU1811
 LU1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL996098(NAD 83)
 LU1811
 LU1811_MARKER: I = METAL ROD
 LU1811_SETTING: 66 = SET IN ROCK OUTCROP
 LU1811_SP_SET: BEDROCK
 LU1811_STAMPING: V 1423 1988
 LU1811_MARK LOGO: NGS   
 LU1811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1811
 LU1811  HISTORY     - Date     Condition        Report By
 LU1811  HISTORY     - 1988     MONUMENTED       NGS
 LU1811
 LU1811                          STATION DESCRIPTION
 LU1811
 LU1811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1811'7.9 KM (4.90 MI) NW FROM WEAVERVILLE.
 LU1811'7.9 KM (4.90 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1811'JUNCTION OF STATE HIGHWAY 299 IN WEAVERVILLE, IN AN EXPOSED AREA OF
 LU1811'BEDROCK IN A HIGHWAY CUT, 1.8 KM (1.10 MI) NORTHEAST OF THE
 LU1811'INTERSECTION OF SLATTERY GULCH ROAD, 35.3 M (115.8 FT) NORTHEAST OF A
 LU1811'HIGHWAY INFORMATION SIGN (CHAINS REQUIRED), 28.8 M (94.5 FT)
 LU1811'SOUTHWEST OF THE SOUTHWEST END OF A CATCH BASIN, AND 5.9 M (19.4 FT)
 LU1811'NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LU1811'THE MARK IS ABOVE LEVEL WITH THEB HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1833 ***********************************************************************
 LU1833  DESIGNATION -  V 1424
 LU1833  PID         -  LU1833
 LU1833  STATE/COUNTY-  CA/TRINITY
 LU1833  USGS QUAD   -  LEWISTON (1982)
 LU1833
 LU1833                         *CURRENT SURVEY CONTROL
 LU1833  ___________________________________________________________________
 LU1833* NAD 83(1986)-  40 40 21.     (N)    122 52 26.     (W)     SCALED    
 LU1833* NAVD 88     -       686.287  (meters)    2251.59   (feet)  ADJUSTED  
 LU1833  ___________________________________________________________________
 LU1833  GEOID HEIGHT-         -26.85  (meters)                     GEOID09
 LU1833  DYNAMIC HT  -         685.872 (meters)    2250.23  (feet)  COMP
 LU1833  MODELED GRAV-     979,997.8   (mgal)                       NAVD 88
 LU1833
 LU1833  VERT ORDER  -  FIRST     CLASS II
 LU1833
 LU1833.The horizontal coordinates were scaled from a topographic map and have
 LU1833.an estimated accuracy of +/- 6 seconds.
 LU1833.
 LU1833.The orthometric height was determined by differential leveling and
 LU1833.adjusted in June 1991.
 LU1833
 LU1833.The geoid height was determined by GEOID09.
 LU1833
 LU1833.The dynamic height is computed by dividing the NAVD 88
 LU1833.geopotential number by the normal gravity value computed on the
 LU1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1833.degrees latitude (g = 980.6199 gals.).
 LU1833
 LU1833.The modeled gravity was interpolated from observed gravity values.
 LU1833
 LU1833;                    North         East    Units  Estimated Accuracy
 LU1833;SPC CA 1     -   649,070.    1,926,120.      MT  (+/- 180 meters Scaled)
 LU1833
 LU1833                          SUPERSEDED SURVEY CONTROL
 LU1833
 LU1833.No superseded survey control is available for this station.
 LU1833
 LU1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL106024(NAD 83)
 LU1833
 LU1833_MARKER: I = METAL ROD
 LU1833_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1833+WITH SETTING: INFORMATION.
 LU1833_SP_SET: SHALLOW-SET METAL ROD
 LU1833_STAMPING: V 1424 1988
 LU1833_MARK LOGO: NGS   
 LU1833_PROJECTION: FLUSH
 LU1833_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1833+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1833_ROD/PIPE-DEPTH: 1.9  meters
 LU1833
 LU1833  HISTORY     - Date     Condition        Report By
 LU1833  HISTORY     - 1988     MONUMENTED       NGS
 LU1833  HISTORY     - 20030910 GOOD             CADT
 LU1833
 LU1833                          STATION DESCRIPTION
 LU1833
 LU1833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1833'17.8 KM (11.05 MI) EAST FROM WEAVERVILLE.
 LU1833'17.8 KM (11.05 MI) SOUTHERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1833'OF STATE HIGHWAY 3 IN WEAVERVILLE, 0.4 KM (0.25 MI) EAST OF THE
 LU1833'INTERSECTION OF POKER BAR ROAD, 9.3 M (30.5 FT) SOUTH OF THE
 LU1833'CENTERLINE OF THE HIGHWAY, AND 7.2 M (23.6 FT) WEST OF THE EAST END
 LU1833'OF A GUARDRAIL. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LU1833'LOGO CAP.
 LU1833'THE MARK IS 0.2 METERS  N FROM  A WITNESS POST
 LU1833'THE MARK IS 0.3 M BELOW THE HIGHWAY.
 LU1833
 LU1833                          STATION RECOVERY (2003)
 LU1833
 LU1833'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1859 ***********************************************************************
 LU1859  DESIGNATION -  V 1429
 LU1859  PID         -  LU1859
 LU1859  STATE/COUNTY-  CA/SHASTA
 LU1859  USGS QUAD   -  FRENCH GULCH (1979)
 LU1859
 LU1859                         *CURRENT SURVEY CONTROL
 LU1859  ___________________________________________________________________
 LU1859* NAD 83(1986)-  40 39 45.     (N)    122 37 42.     (W)     SCALED    
 LU1859* NAVD 88     -       384.763  (meters)    1262.34   (feet)  ADJUSTED  
 LU1859  ___________________________________________________________________
 LU1859  GEOID HEIGHT-         -26.84  (meters)                     GEOID09
 LU1859  DYNAMIC HT  -         384.537 (meters)    1261.60  (feet)  COMP
 LU1859  MODELED GRAV-     980,028.9   (mgal)                       NAVD 88
 LU1859
 LU1859  VERT ORDER  -  FIRST     CLASS II
 LU1859
 LU1859.The horizontal coordinates were scaled from a topographic map and have
 LU1859.an estimated accuracy of +/- 6 seconds.
 LU1859.
 LU1859.The orthometric height was determined by differential leveling and
 LU1859.adjusted in June 1991.
 LU1859
 LU1859.The geoid height was determined by GEOID09.
 LU1859
 LU1859.The dynamic height is computed by dividing the NAVD 88
 LU1859.geopotential number by the normal gravity value computed on the
 LU1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1859.degrees latitude (g = 980.6199 gals.).
 LU1859
 LU1859.The modeled gravity was interpolated from observed gravity values.
 LU1859
 LU1859;                    North         East    Units  Estimated Accuracy
 LU1859;SPC CA 1     -   647,780.    1,946,870.      MT  (+/- 180 meters Scaled)
 LU1859
 LU1859                          SUPERSEDED SURVEY CONTROL
 LU1859
 LU1859.No superseded survey control is available for this station.
 LU1859
 LU1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL314013(NAD 83)
 LU1859
 LU1859_MARKER: DB = BENCH MARK DISK
 LU1859_SETTING: 66 = SET IN ROCK OUTCROP
 LU1859_SP_SET: BEDROCK
 LU1859_STAMPING: V 1429 1988
 LU1859_MARK LOGO: NGS   
 LU1859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1859+STABILITY: POSITION/ELEVATION WELL
 LU1859
 LU1859  HISTORY     - Date     Condition        Report By
 LU1859  HISTORY     - 1988     MONUMENTED       NGS
 LU1859
 LU1859                          STATION DESCRIPTION
 LU1859
 LU1859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1859'24.1 KM (15.00 MI) WEST FROM REDDING.
 LU1859'24.1 KM (15.00 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1859'WITH CALIFORNIA STREET IN REDDING, IN AN EXPOSED AREA OF BEDROCK NEAR
 LU1859'THE NORTHWEST END OF A HIGHWAY CUT, 14.5 M (47.6 FT) SOUTHEAST OF THE
 LU1859'CENTER OF A PAVED ROAD, AND 7.3 M (24.0 FT) NORTHEAST OF THE
 LU1859'CENTERLINE OF THE HIGHWAY.
 LU1859'THE MARK IS 0.15 METERS  SW FROM  A WITNESS POST
 LU1859'THE MARK IS 0.8 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0874 ***********************************************************************
 LU0874  DESIGNATION -  V 329
 LU0874  PID         -  LU0874
 LU0874  STATE/COUNTY-  CA/SHASTA
 LU0874  USGS QUAD   -  FRENCH GULCH (1979)
 LU0874
 LU0874                         *CURRENT SURVEY CONTROL
 LU0874  ___________________________________________________________________
 LU0874* NAD 83(1986)-  40 38 48.     (N)    122 43 22.     (W)     SCALED    
 LU0874* NAVD 88     -       875.662  (meters)    2872.90   (feet)  ADJUSTED  
 LU0874  ___________________________________________________________________
 LU0874  GEOID HEIGHT-         -26.80  (meters)                     GEOID09
 LU0874  DYNAMIC HT  -         875.104 (meters)    2871.07  (feet)  COMP
 LU0874  MODELED GRAV-     979,958.2   (mgal)                       NAVD 88
 LU0874
 LU0874  VERT ORDER  -  FIRST     CLASS II
 LU0874
 LU0874.The horizontal coordinates were scaled from a topographic map and have
 LU0874.an estimated accuracy of +/- 6 seconds.
 LU0874.
 LU0874.The orthometric height was determined by differential leveling and
 LU0874.adjusted in June 1991.
 LU0874
 LU0874.The geoid height was determined by GEOID09.
 LU0874
 LU0874.The dynamic height is computed by dividing the NAVD 88
 LU0874.geopotential number by the normal gravity value computed on the
 LU0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0874.degrees latitude (g = 980.6199 gals.).
 LU0874
 LU0874.The modeled gravity was interpolated from observed gravity values.
 LU0874
 LU0874;                    North         East    Units  Estimated Accuracy
 LU0874;SPC CA 1     -   646,080.    1,938,870.      MT  (+/- 180 meters Scaled)
 LU0874
 LU0874                          SUPERSEDED SURVEY CONTROL
 LU0874
 LU0874  NGVD 29 (12/02/92)  874.764  (m)         2869.95   (f) ADJUSTED    1 2
 LU0874
 LU0874.Superseded values are not recommended for survey control.
 LU0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0874.See file dsdata.txt to determine how the superseded data were derived.
 LU0874
 LU0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEK234995(NAD 83)
 LU0874
 LU0874_MARKER: DD = SURVEY DISK
 LU0874_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 LU0874+WITH SETTING: PAVEMENT
 LU0874_SP_SET: FOUNDATION
 LU0874_STAMPING: V 329 1949
 LU0874_MARK LOGO: CGS   
 LU0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0874+STABILITY: SURFACE MOTION
 LU0874
 LU0874  HISTORY     - Date     Condition        Report By
 LU0874  HISTORY     - 1949     MONUMENTED       USGS
 LU0874  HISTORY     - 1974     GOOD             NGS
 LU0874  HISTORY     - 1988     GOOD             NGS
 LU0874
 LU0874                          STATION DESCRIPTION
 LU0874
 LU0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 LU0874'5.5 MI SE FROM FRENCH GULCH.
 LU0874'BUCKHORN STORE AND GAS STATION, 5.5 MI SE OF ALONG U.S. HIGHWAY
 LU0874'299, 1.3 MI NE OF BUCKHORN SUMMIT, ON THE INSIDE OF A CURVE,
 LU0874'IN THE BASE OF A CONCRETE AND ROCK DRINKING FOUNTAIN, ON THE EAST
 LU0874'SIDE OF SAID FOUNTAIN, 46 FT EAST OF THE CENTER LINE OF THE
 LU0874'HIGHWAY, 5 FT SOUTH OF THE NE CORNER OF THE BASE OF THE FOUNTAIN,
 LU0874'AND THE SAME ELEVATION AS THE HIGHWAY OPPOSITE.  A USC AND GS
 LU0874'STANDARD DISK STAMPED AS PER ABOVE.
 LU0874
 LU0874                          STATION RECOVERY (1988)
 LU0874
 LU0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0874'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  35.1 KM
 LU0874'(21.80 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU0874'WITH STATE HIGHWAY 3 IN WEAVERVILLE, OR 36.8 KM (22.85 MI) WESTERLY
 LU0874'ALONG STATE HIGHWAY 299 FROM ITS JUNCTION WITH CALIFORNIA STREET IN
 LU0874'REDDING.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1499 ***********************************************************************
 LU1499  DESIGNATION -  V 649
 LU1499  PID         -  LU1499
 LU1499  STATE/COUNTY-  CA/HUMBOLDT
 LU1499  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1499
 LU1499                         *CURRENT SURVEY CONTROL
 LU1499  ___________________________________________________________________
 LU1499* NAD 83(1986)-  40 55 49.     (N)    123 51 29.     (W)     SCALED    
 LU1499* NAVD 88     -       690.716  (meters)    2266.12   (feet)  ADJUSTED  
 LU1499  ___________________________________________________________________
 LU1499  GEOID HEIGHT-         -28.86  (meters)                     GEOID09
 LU1499  DYNAMIC HT  -         690.348 (meters)    2264.92  (feet)  COMP
 LU1499  MODELED GRAV-     980,068.2   (mgal)                       NAVD 88
 LU1499
 LU1499  VERT ORDER  -  FIRST     CLASS II
 LU1499
 LU1499.The horizontal coordinates were scaled from a topographic map and have
 LU1499.an estimated accuracy of +/- 6 seconds.
 LU1499.
 LU1499.The orthometric height was determined by differential leveling and
 LU1499.adjusted in June 1991.
 LU1499
 LU1499.The geoid height was determined by GEOID09.
 LU1499
 LU1499.The dynamic height is computed by dividing the NAVD 88
 LU1499.geopotential number by the normal gravity value computed on the
 LU1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1499.degrees latitude (g = 980.6199 gals.).
 LU1499
 LU1499.The modeled gravity was interpolated from observed gravity values.
 LU1499
 LU1499;                    North         East    Units  Estimated Accuracy
 LU1499;SPC CA 1     -   678,980.    1,843,540.      MT  (+/- 180 meters Scaled)
 LU1499
 LU1499                          SUPERSEDED SURVEY CONTROL
 LU1499
 LU1499  NGVD 29 (12/02/92)  689.708  (m)         2262.82   (f) ADJUSTED    1 2
 LU1499
 LU1499.Superseded values are not recommended for survey control.
 LU1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1499.See file dsdata.txt to determine how the superseded data were derived.
 LU1499
 LU1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL277313(NAD 83)
 LU1499
 LU1499_MARKER: DB = BENCH MARK DISK
 LU1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU1499_SP_SET: CONCRETE POST
 LU1499_STAMPING: V 649 1942
 LU1499_MARK LOGO: CGS   
 LU1499_PROJECTION: PROJECTING 10 CENTIMETERS
 LU1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU1499+STABILITY: SURFACE MOTION
 LU1499
 LU1499  HISTORY     - Date     Condition        Report By
 LU1499  HISTORY     - 1942     MONUMENTED       CGS
 LU1499  HISTORY     - 1973     GOOD             USGS
 LU1499  HISTORY     - 1988     GOOD             NGS
 LU1499
 LU1499                          STATION DESCRIPTION
 LU1499
 LU1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 LU1499'12 MI E FROM BLUE LAKE.
 LU1499'12.0 MILES EAST ALONG U.S. HIGHWAY 299 FROM BLUE LAKE, HUMBOLDT
 LU1499'COUNTY, ABOUT 10 MILES EAST OF KORBEL, AT LORD ELLIS SUMMIT,
 LU1499'AT THE JUNCTION OF THE BALD MOUNTAIN ROAD LEADING SOUTH, 51
 LU1499'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 21 FEET WEST OF
 LU1499'THE CENTERLINE OF THE ROAD, AT THE CALIFORNIA BARREL CO.
 LU1499'LOGGING-CAMP GROUNDS, 10 FEET EAST OF THE NORTHEAST CORNER OF
 LU1499'THE GROUNDS, AND NEAR A WHITE WOODEN WITNESS POST.  A STANDARD
 LU1499'DISK, STAMPED V 649 1942 AND SET IN THE TOP OF A CONCRETE POST.
 LU1499
 LU1499                          STATION RECOVERY (1973)
 LU1499
 LU1499'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 LU1499'RECOVERED IN GOOD CONDITION.
 LU1499
 LU1499                          STATION RECOVERY (1988)
 LU1499
 LU1499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU1499'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  27.8 KM
 LU1499'(17.25 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF U.S.
 LU1499'HIGHWAY 101 IN ARCATA, THENCE 0.1 KM (0.05 MI) NORTH ALONG A PAVED
 LU1499'ROAD, THENCE 0.1 KM (0.05 MI) EAST ALONG A PAVED ROAD, AT LORD
 LU1499'ELLIS-SUMMIT, 15.4 M (50.5 FT) SOUTH OF THE CENTER OF THE ROAD, AND
 LU1499'7.6 M (24.9 FT) WEST OF THE CENTER OF A TRACK ROAD.
 LU1499'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LU1499'THE MARK IS 1.0 M ABOVE THE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0917 ***********************************************************************
 LU0917  DESIGNATION -  V 76
 LU0917  PID         -  LU0917
 LU0917  STATE/COUNTY-  CA/TRINITY
 LU0917  USGS QUAD   -  DEL LOMA (1982)
 LU0917
 LU0917                         *CURRENT SURVEY CONTROL
 LU0917  ___________________________________________________________________
 LU0917* NAD 83(1986)-  40 45 46.     (N)    123 17 05.     (W)     SCALED    
 LU0917* NAVD 88     -       364.126  (meters)    1194.64   (feet)  ADJUSTED  
 LU0917  ___________________________________________________________________
 LU0917  GEOID HEIGHT-         -27.00  (meters)                     GEOID09
 LU0917  DYNAMIC HT  -         363.923 (meters)    1193.97  (feet)  COMP
 LU0917  MODELED GRAV-     980,056.8   (mgal)                       NAVD 88
 LU0917
 LU0917  VERT ORDER  -  FIRST     CLASS II
 LU0917
 LU0917.The horizontal coordinates were scaled from a topographic map and have
 LU0917.an estimated accuracy of +/- 6 seconds.
 LU0917.
 LU0917.The orthometric height was determined by differential leveling and
 LU0917.adjusted in June 1991.
 LU0917
 LU0917.The geoid height was determined by GEOID09.
 LU0917
 LU0917.The dynamic height is computed by dividing the NAVD 88
 LU0917.geopotential number by the normal gravity value computed on the
 LU0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0917.degrees latitude (g = 980.6199 gals.).
 LU0917
 LU0917.The modeled gravity was interpolated from observed gravity values.
 LU0917
 LU0917;                    North         East    Units  Estimated Accuracy
 LU0917;SPC CA 1     -   659,520.    1,891,540.      MT  (+/- 180 meters Scaled)
 LU0917
 LU0917                          SUPERSEDED SURVEY CONTROL
 LU0917
 LU0917  NGVD 29 (12/02/92)  363.208  (m)         1191.62   (f) ADJUSTED    1 2
 LU0917
 LU0917.Superseded values are not recommended for survey control.
 LU0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0917.See file dsdata.txt to determine how the superseded data were derived.
 LU0917
 LU0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL759124(NAD 83)
 LU0917
 LU0917_MARKER: DB = BENCH MARK DISK
 LU0917_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 LU0917_SP_SET: HEADWALL
 LU0917_STAMPING: V 76 1931 1191.205
 LU0917_MARK LOGO: CGS   
 LU0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0917+STABILITY: SURFACE MOTION
 LU0917
 LU0917  HISTORY     - Date     Condition        Report By
 LU0917  HISTORY     - 1931     MONUMENTED       CGS
 LU0917  HISTORY     - 1935     GOOD             CGS
 LU0917  HISTORY     - 1988     GOOD             NGS
 LU0917
 LU0917                          STATION DESCRIPTION
 LU0917
 LU0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LU0917'4 MI SE FROM DEL LOMA.
 LU0917'4.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 299 FROM THE POST OFFICE
 LU0917'AT DEL LOMA, TRINITY COUNTY, AT PRAIRIE CREEK, AT A CONCRETE
 LU0917'CULVERT UNDER THE HIGHWAY, IN THE TOP OF THE NORTH HEADWALL, AND
 LU0917'1 FOOT WEST OF THE EAST END OF THE HEADWALL.  A STANDARD DISK,
 LU0917'STAMPED 1191.205 V 76 1931.
 LU0917
 LU0917                          STATION RECOVERY (1988)
 LU0917
 LU0917'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0917'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  3.0 KM
 LU0917'(1.85 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE POST OFFICE
 LU0917'IN BIG BAR, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE
 LU0917'NORTH CONCRETE HEADWALL OF A CULVERT UNDER AN ABANDONED HIGHWAY, 35.7
 LU0917'M (117.1 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 17.0 M (55.8 FT)
 LU0917'WEST OF THE CENTER OF A PAVED ROAD, AND 7.7 M (25.3 FT) NORTH OF THE
 LU0917'CENTER OF THE ABANDONED ROAD.
 LU0917'THE MARK IS 1.8 M BELOW THE ABANDONED HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1714 ***********************************************************************
 LU1714  DESIGNATION -  W 1402
 LU1714  PID         -  LU1714
 LU1714  STATE/COUNTY-  CA/HUMBOLDT
 LU1714  USGS QUAD   -  BLUE LAKE (1979)
 LU1714
 LU1714                         *CURRENT SURVEY CONTROL
 LU1714  ___________________________________________________________________
 LU1714* NAD 83(1986)-  40 56 29.     (N)    123 54 02.     (W)     SCALED    
 LU1714* NAVD 88     -       451.656  (meters)    1481.81   (feet)  ADJUSTED  
 LU1714  ___________________________________________________________________
 LU1714  GEOID HEIGHT-         -29.06  (meters)                     GEOID09
 LU1714  DYNAMIC HT  -         451.418 (meters)    1481.03  (feet)  COMP
 LU1714  MODELED GRAV-     980,084.4   (mgal)                       NAVD 88
 LU1714
 LU1714  VERT ORDER  -  FIRST     CLASS II
 LU1714
 LU1714.The horizontal coordinates were scaled from a topographic map and have
 LU1714.an estimated accuracy of +/- 6 seconds.
 LU1714.
 LU1714.The orthometric height was determined by differential leveling and
 LU1714.adjusted in June 1991.
 LU1714
 LU1714.The geoid height was determined by GEOID09.
 LU1714
 LU1714.The dynamic height is computed by dividing the NAVD 88
 LU1714.geopotential number by the normal gravity value computed on the
 LU1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1714.degrees latitude (g = 980.6199 gals.).
 LU1714
 LU1714.The modeled gravity was interpolated from observed gravity values.
 LU1714
 LU1714;                    North         East    Units  Estimated Accuracy
 LU1714;SPC CA 1     -   680,290.    1,839,980.      MT  (+/- 180 meters Scaled)
 LU1714
 LU1714                          SUPERSEDED SURVEY CONTROL
 LU1714
 LU1714  NGVD 29 (12/02/92)  450.639  (m)         1478.47   (f) ADJUSTED    1 2
 LU1714
 LU1714.Superseded values are not recommended for survey control.
 LU1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1714.See file dsdata.txt to determine how the superseded data were derived.
 LU1714
 LU1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL241326(NAD 83)
 LU1714
 LU1714_MARKER: DB = BENCH MARK DISK
 LU1714_SETTING: 66 = SET IN ROCK OUTCROP
 LU1714_SP_SET: BEDROCK
 LU1714_STAMPING: W 1402 1988
 LU1714_MARK LOGO: NGS   
 LU1714_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1714+STABILITY: POSITION/ELEVATION WELL
 LU1714
 LU1714  HISTORY     - Date     Condition        Report By
 LU1714  HISTORY     - 1988     MONUMENTED       NGS
 LU1714
 LU1714                          STATION DESCRIPTION
 LU1714
 LU1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1714'22.8 KM (14.15 MI) EAST FROM ARCATA.
 LU1714'22.8 KM (14.15 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1714'OF U.S. HIGHWAY 101 IN ARCATA, IN AN EXPOSED AREA OF BEDROCK IN A
 LU1714'HIGHWAY CUT, 67.0 M (219.8 FT) NORTH OF THE SOUTH END OF THE CUT, 9.3
 LU1714'M (30.5 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 2.9 M (9.5 FT)
 LU1714'NORTHWEST OF A 2-INCH PIPE PROTRUDING OUT OF THE CUT.
 LU1714'THE MARK IS 0.4 METERS  S FROM  A WITNESS POST
 LU1714'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1737 ***********************************************************************
 LU1737  DESIGNATION -  W 1405
 LU1737  PID         -  LU1737
 LU1737  STATE/COUNTY-  CA/HUMBOLDT
 LU1737  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1737
 LU1737                         *CURRENT SURVEY CONTROL
 LU1737  ___________________________________________________________________
 LU1737* NAD 83(1986)-  40 54 04.     (N)    123 46 47.     (W)     SCALED    
 LU1737* NAVD 88     -       818.212  (meters)    2684.42   (feet)  ADJUSTED  
 LU1737  ___________________________________________________________________
 LU1737  GEOID HEIGHT-         -28.46  (meters)                     GEOID09
 LU1737  DYNAMIC HT  -         817.747 (meters)    2682.89  (feet)  COMP
 LU1737  MODELED GRAV-     980,027.5   (mgal)                       NAVD 88
 LU1737
 LU1737  VERT ORDER  -  FIRST     CLASS II
 LU1737
 LU1737.The horizontal coordinates were scaled from a topographic map and have
 LU1737.an estimated accuracy of +/- 6 seconds.
 LU1737.
 LU1737.The orthometric height was determined by differential leveling and
 LU1737.adjusted in June 1991.
 LU1737
 LU1737.The geoid height was determined by GEOID09.
 LU1737
 LU1737.The dynamic height is computed by dividing the NAVD 88
 LU1737.geopotential number by the normal gravity value computed on the
 LU1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1737.degrees latitude (g = 980.6199 gals.).
 LU1737
 LU1737.The modeled gravity was interpolated from observed gravity values.
 LU1737
 LU1737;                    North         East    Units  Estimated Accuracy
 LU1737;SPC CA 1     -   675,600.    1,850,070.      MT  (+/- 180 meters Scaled)
 LU1737
 LU1737                          SUPERSEDED SURVEY CONTROL
 LU1737
 LU1737.No superseded survey control is available for this station.
 LU1737
 LU1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL343280(NAD 83)
 LU1737
 LU1737_MARKER: I = METAL ROD
 LU1737_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 LU1737+WITH SETTING: INFORMATION.
 LU1737_SP_SET: SHALLOW-SET METAL ROD
 LU1737_STAMPING: W 1405 1988
 LU1737_MARK LOGO: NGS   
 LU1737_PROJECTION: FLUSH
 LU1737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1737_ROD/PIPE-DEPTH: 1.2  meters
 LU1737
 LU1737  HISTORY     - Date     Condition        Report By
 LU1737  HISTORY     - 1988     MONUMENTED       NGS
 LU1737
 LU1737                          STATION DESCRIPTION
 LU1737
 LU1737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1737'16.6 KM (10.30 MI) WEST FROM WILLOW CREEK.
 LU1737'16.6 KM (10.30 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1737'OF STATE HIGHWAY 96 IN WILLOW CREEK, 22.4 M (73.5 FT) SOUTHWEST OF
 LU1737'THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 13.7 M
 LU1737'(44.9 FT) NORTHWEST OF THE CENTER OF AN ENTRANCE INTO A VISTA POINT
 LU1737'PARKING AREA, AND 7.1 M (23.3 FT) NORTHEAST OF THE NORTHEAST EDGE OF
 LU1737'THE PARKING AREA. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LU1737'LOGO CAP.
 LU1737'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1761 ***********************************************************************
 LU1761  DESIGNATION -  W 1406
 LU1761  PID         -  LU1761
 LU1761  STATE/COUNTY-  CA/TRINITY
 LU1761  USGS QUAD   -  SALYER (1979)
 LU1761
 LU1761                         *CURRENT SURVEY CONTROL
 LU1761  ___________________________________________________________________
 LU1761* NAD 83(1986)-  40 53 30.     (N)    123 35 00.     (W)     SCALED    
 LU1761* NAVD 88     -       183.979  (meters)     603.60   (feet)  ADJUSTED  
 LU1761  ___________________________________________________________________
 LU1761  GEOID HEIGHT-         -27.82  (meters)                     GEOID09
 LU1761  DYNAMIC HT  -         183.885 (meters)     603.30  (feet)  COMP
 LU1761  MODELED GRAV-     980,107.8   (mgal)                       NAVD 88
 LU1761
 LU1761  VERT ORDER  -  FIRST     CLASS II
 LU1761
 LU1761.The horizontal coordinates were scaled from a topographic map and have
 LU1761.an estimated accuracy of +/- 6 seconds.
 LU1761.
 LU1761.The orthometric height was determined by differential leveling and
 LU1761.adjusted in June 1991.
 LU1761
 LU1761.The geoid height was determined by GEOID09.
 LU1761
 LU1761.The dynamic height is computed by dividing the NAVD 88
 LU1761.geopotential number by the normal gravity value computed on the
 LU1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1761.degrees latitude (g = 980.6199 gals.).
 LU1761
 LU1761.The modeled gravity was interpolated from observed gravity values.
 LU1761
 LU1761;                    North         East    Units  Estimated Accuracy
 LU1761;SPC CA 1     -   674,240.    1,866,590.      MT  (+/- 180 meters Scaled)
 LU1761
 LU1761                          SUPERSEDED SURVEY CONTROL
 LU1761
 LU1761.No superseded survey control is available for this station.
 LU1761
 LU1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL508268(NAD 83)
 LU1761
 LU1761_MARKER: DB = BENCH MARK DISK
 LU1761_SETTING: 66 = SET IN ROCK OUTCROP
 LU1761_SP_SET: BEDROCK
 LU1761_STAMPING: W 1406 1988
 LU1761_MARK LOGO: NGS   
 LU1761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1761_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1761+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1761
 LU1761  HISTORY     - Date     Condition        Report By
 LU1761  HISTORY     - 1988     MONUMENTED       NGS
 LU1761  HISTORY     - 20030910 GOOD             CADT
 LU1761
 LU1761                          STATION DESCRIPTION
 LU1761
 LU1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1761'8.6 KM (5.35 MI) SE FROM WILLOW CREEK.
 LU1761'8.6 KM (5.35 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1761'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, NEAR THE CENTER OF A 5
 LU1761'BY 6 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 169.0 M
 LU1761'(554.5 FT) NORTHEAST OF THE SALYER POST OFFICE, AND 6.0 M (19.7 FT)
 LU1761'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY.
 LU1761'THE MARK IS 0.45 METERS  NE FROM  A WITNESS POST
 LU1761'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 LU1761
 LU1761                          STATION RECOVERY (2003)
 LU1761
 LU1761'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1784 ***********************************************************************
 LU1784  DESIGNATION -  W 1422
 LU1784  PID         -  LU1784
 LU1784  STATE/COUNTY-  CA/TRINITY
 LU1784  USGS QUAD   -  IRONSIDE MTN (1982)
 LU1784
 LU1784                         *CURRENT SURVEY CONTROL
 LU1784  ___________________________________________________________________
 LU1784* NAD 83(1986)-  40 47 56.     (N)    123 23 46.     (W)     SCALED    
 LU1784* NAVD 88     -       320.018  (meters)    1049.93   (feet)  ADJUSTED  
 LU1784  ___________________________________________________________________
 LU1784  GEOID HEIGHT-         -27.26  (meters)                     GEOID09
 LU1784  DYNAMIC HT  -         319.836 (meters)    1049.33  (feet)  COMP
 LU1784  MODELED GRAV-     980,047.6   (mgal)                       NAVD 88
 LU1784
 LU1784  VERT ORDER  -  FIRST     CLASS II
 LU1784
 LU1784.The horizontal coordinates were scaled from a topographic map and have
 LU1784.an estimated accuracy of +/- 6 seconds.
 LU1784.
 LU1784.The orthometric height was determined by differential leveling and
 LU1784.adjusted in June 1991.
 LU1784
 LU1784.The geoid height was determined by GEOID09.
 LU1784
 LU1784.The dynamic height is computed by dividing the NAVD 88
 LU1784.geopotential number by the normal gravity value computed on the
 LU1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1784.degrees latitude (g = 980.6199 gals.).
 LU1784
 LU1784.The modeled gravity was interpolated from observed gravity values.
 LU1784
 LU1784;                    North         East    Units  Estimated Accuracy
 LU1784;SPC CA 1     -   663,670.    1,882,200.      MT  (+/- 180 meters Scaled)
 LU1784
 LU1784                          SUPERSEDED SURVEY CONTROL
 LU1784
 LU1784.No superseded survey control is available for this station.
 LU1784
 LU1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL665165(NAD 83)
 LU1784
 LU1784_MARKER: DB = BENCH MARK DISK
 LU1784_SETTING: 66 = SET IN ROCK OUTCROP
 LU1784_SP_SET: BEDROCK
 LU1784_STAMPING: W 1422 1988
 LU1784_MARK LOGO: NGS   
 LU1784_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1784+STABILITY: POSITION/ELEVATION WELL
 LU1784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1784+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1784
 LU1784  HISTORY     - Date     Condition        Report By
 LU1784  HISTORY     - 1988     MONUMENTED       NGS
 LU1784  HISTORY     - 20030910 GOOD             CADT
 LU1784
 LU1784                          STATION DESCRIPTION
 LU1784
 LU1784'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1784'17.0 KM (10.55 MI) NW FROM BIG BAR.
 LU1784'17.0 KM (10.55 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE POST
 LU1784'OFFICE IN BIG BAR, IN AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT
 LU1784'ACROSS THE HIGHWAY FROM A PAVED PULLOUT, 67.3 M (220.8 FT) SOUTHWEST
 LU1784'OF THE CENTER OF CATCH BASIN NUMBER 17.12, 31.4 M (103.0 FT)
 LU1784'NORTHEAST OF THE CENTER OF CATCH BASIN NUMBER 17.06, AND 5.3 M
 LU1784'(17.4 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LU1784'THE MARK IS 1.3 METERS  SW FROM  A WITNESS POST
 LU1784'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
 LU1784
 LU1784                          STATION RECOVERY (2003)
 LU1784
 LU1784'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1806 ***********************************************************************
 LU1806  DESIGNATION -  W 1423
 LU1806  PID         -  LU1806
 LU1806  STATE/COUNTY-  CA/TRINITY
 LU1806  USGS QUAD   -  JUNCTION CITY (1982)
 LU1806
 LU1806                         *CURRENT SURVEY CONTROL
 LU1806  ___________________________________________________________________
 LU1806* NAD 83(1986)-  40 43 53.     (N)    123 03 17.     (W)     SCALED    
 LU1806* NAVD 88     -       447.621  (meters)    1468.57   (feet)  ADJUSTED  
 LU1806  ___________________________________________________________________
 LU1806  GEOID HEIGHT-         -26.65  (meters)                     GEOID09
 LU1806  DYNAMIC HT  -         447.366 (meters)    1467.73  (feet)  COMP
 LU1806  MODELED GRAV-     980,041.8   (mgal)                       NAVD 88
 LU1806
 LU1806  VERT ORDER  -  FIRST     CLASS II
 LU1806
 LU1806.The horizontal coordinates were scaled from a topographic map and have
 LU1806.an estimated accuracy of +/- 6 seconds.
 LU1806.
 LU1806.The orthometric height was determined by differential leveling and
 LU1806.adjusted in June 1991.
 LU1806
 LU1806.The geoid height was determined by GEOID09.
 LU1806
 LU1806.The dynamic height is computed by dividing the NAVD 88
 LU1806.geopotential number by the normal gravity value computed on the
 LU1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1806.degrees latitude (g = 980.6199 gals.).
 LU1806
 LU1806.The modeled gravity was interpolated from observed gravity values.
 LU1806
 LU1806;                    North         East    Units  Estimated Accuracy
 LU1806;SPC CA 1     -   655,770.    1,910,910.      MT  (+/- 180 meters Scaled)
 LU1806
 LU1806                          SUPERSEDED SURVEY CONTROL
 LU1806
 LU1806.No superseded survey control is available for this station.
 LU1806
 LU1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL953089(NAD 83)
 LU1806
 LU1806_MARKER: DB = BENCH MARK DISK
 LU1806_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 LU1806_SP_SET: BRIDGE GUARDRAIL
 LU1806_STAMPING: W 1423 1988
 LU1806_MARK LOGO: NGS   
 LU1806_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1806+STABILITY: POSITION/ELEVATION WELL
 LU1806
 LU1806  HISTORY     - Date     Condition        Report By
 LU1806  HISTORY     - 1988     MONUMENTED       NGS
 LU1806
 LU1806                          STATION DESCRIPTION
 LU1806
 LU1806'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1806'IN JUNCTION CITY.
 LU1806'IN JUNCTION CITY, AT THE JUNCTION OF STATE HIGHWAY 299 AND GILZEAN
 LU1806'ROAD, IN THE NORTH END OF THE WEST CONCRETE GUARDRAIL OF A HIGHWAY
 LU1806'BRIDGE SPANNING CANYON CREEK, 36.2 M (118.8 FT) SOUTH OF THE EXTENDED
 LU1806'CENTER OF THE ROAD, 5.3 M (17.4 FT) WEST OF THE CENTERLINE OF THE
 LU1806'HIGHWAY, AND 3.7 M (12.1 FT) SOUTH OF THE NORTH END OF THE BRIDGE.
 LU1806'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1834 ***********************************************************************
 LU1834  DESIGNATION -  W 1424
 LU1834  PID         -  LU1834
 LU1834  STATE/COUNTY-  CA/TRINITY
 LU1834  USGS QUAD   -  LEWISTON (1982)
 LU1834
 LU1834                         *CURRENT SURVEY CONTROL
 LU1834  ___________________________________________________________________
 LU1834* NAD 83(1986)-  40 40 16.     (N)    122 51 56.     (W)     SCALED    
 LU1834* NAVD 88     -       678.776  (meters)    2226.95   (feet)  ADJUSTED  
 LU1834  ___________________________________________________________________
 LU1834  GEOID HEIGHT-         -26.84  (meters)                     GEOID09
 LU1834  DYNAMIC HT  -         678.363 (meters)    2225.60  (feet)  COMP
 LU1834  MODELED GRAV-     979,994.1   (mgal)                       NAVD 88
 LU1834
 LU1834  VERT ORDER  -  FIRST     CLASS II
 LU1834
 LU1834.The horizontal coordinates were scaled from a topographic map and have
 LU1834.an estimated accuracy of +/- 6 seconds.
 LU1834.
 LU1834.The orthometric height was determined by differential leveling and
 LU1834.adjusted in June 1991.
 LU1834
 LU1834.The geoid height was determined by GEOID09.
 LU1834
 LU1834.The dynamic height is computed by dividing the NAVD 88
 LU1834.geopotential number by the normal gravity value computed on the
 LU1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1834.degrees latitude (g = 980.6199 gals.).
 LU1834
 LU1834.The modeled gravity was interpolated from observed gravity values.
 LU1834
 LU1834;                    North         East    Units  Estimated Accuracy
 LU1834;SPC CA 1     -   648,900.    1,926,820.      MT  (+/- 180 meters Scaled)
 LU1834
 LU1834                          SUPERSEDED SURVEY CONTROL
 LU1834
 LU1834.No superseded survey control is available for this station.
 LU1834
 LU1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL113022(NAD 83)
 LU1834
 LU1834_MARKER: I = METAL ROD
 LU1834_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1834_SP_SET: STAINLESS STEEL ROD
 LU1834_STAMPING: W 1424 1988
 LU1834_MARK LOGO: NGS   
 LU1834_PROJECTION: FLUSH
 LU1834_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1834+STABILITY: POSITION/ELEVATION WELL
 LU1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1834+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1834_ROD/PIPE-DEPTH: 4.8  meters
 LU1834
 LU1834  HISTORY     - Date     Condition        Report By
 LU1834  HISTORY     - 1988     MONUMENTED       NGS
 LU1834  HISTORY     - 20030910 GOOD             CADT
 LU1834
 LU1834                          STATION DESCRIPTION
 LU1834
 LU1834'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1834'18.6 KM (11.55 MI) EAST FROM WEAVERVILLE.
 LU1834'18.6 KM (11.55 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1834'INTERSECTION OF STATE HIGHWAY 5 IN WEAVERVILLE, 0.3 KM (0.20 MI)
 LU1834'SOUTHWEST OF THE INTERSECTION OF LEWISTON ROAD, 55.8 M (183.1 FT)
 LU1834'NORTHEAST OF THE EXTENDED CENTER OF A DIRT ROAD LEADING SOUTH, 9.0 M
 LU1834'(29.5 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 8.8 M (28.9 FT)
 LU1834'NORTHEAST OF THE NORTHEAST END OF AN ASPHALT CURB, AND 3.4 M
 LU1834'(11.2 FT) SOUTHWEST OF THE CENTER OF A DIM TRACK ROAD. NOTE--ACCESS TO
 LU1834'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1834'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 LU1834'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
 LU1834
 LU1834                          STATION RECOVERY (2003)
 LU1834
 LU1834'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1857 ***********************************************************************
 LU1857  DESIGNATION -  W 1429
 LU1857  PID         -  LU1857
 LU1857  STATE/COUNTY-  CA/SHASTA
 LU1857  USGS QUAD   -  FRENCH GULCH (1979)
 LU1857
 LU1857                         *CURRENT SURVEY CONTROL
 LU1857  ___________________________________________________________________
 LU1857* NAD 83(1986)-  40 40 19.     (N)    122 39 09.     (W)     SCALED    
 LU1857* NAVD 88     -       437.872  (meters)    1436.59   (feet)  ADJUSTED  
 LU1857  ___________________________________________________________________
 LU1857  GEOID HEIGHT-         -26.77  (meters)                     GEOID09
 LU1857  DYNAMIC HT  -         437.619 (meters)    1435.76  (feet)  COMP
 LU1857  MODELED GRAV-     980,035.2   (mgal)                       NAVD 88
 LU1857
 LU1857  VERT ORDER  -  FIRST     CLASS II
 LU1857
 LU1857.The horizontal coordinates were scaled from a topographic map and have
 LU1857.an estimated accuracy of +/- 6 seconds.
 LU1857.
 LU1857.The orthometric height was determined by differential leveling and
 LU1857.adjusted in June 1991.
 LU1857
 LU1857.The geoid height was determined by GEOID09.
 LU1857
 LU1857.The dynamic height is computed by dividing the NAVD 88
 LU1857.geopotential number by the normal gravity value computed on the
 LU1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1857.degrees latitude (g = 980.6199 gals.).
 LU1857
 LU1857.The modeled gravity was interpolated from observed gravity values.
 LU1857
 LU1857;                    North         East    Units  Estimated Accuracy
 LU1857;SPC CA 1     -   648,840.    1,944,840.      MT  (+/- 180 meters Scaled)
 LU1857
 LU1857                          SUPERSEDED SURVEY CONTROL
 LU1857
 LU1857.No superseded survey control is available for this station.
 LU1857
 LU1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL293023(NAD 83)
 LU1857
 LU1857_MARKER: DB = BENCH MARK DISK
 LU1857_SETTING: 66 = SET IN ROCK OUTCROP
 LU1857_SP_SET: BEDROCK
 LU1857_STAMPING: W 1429 1988
 LU1857_MARK LOGO: NGS   
 LU1857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1857
 LU1857  HISTORY     - Date     Condition        Report By
 LU1857  HISTORY     - 1988     MONUMENTED       NGS
 LU1857
 LU1857                          STATION DESCRIPTION
 LU1857
 LU1857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1857'26.6 KM (16.55 MI) WEST FROM REDDING.
 LU1857'26.6 KM (16.55 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1857'WITH CALIFORNIA STREET IN REDDING, 0.6 KM (0.35 MI) NORTHWESTERLY OF
 LU1857'THE JUNCTION OF CRYSTAL CREEK ROAD, SET VERTICALLY IN THE SOUTH FACE
 LU1857'OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, AND 12.5 M (41.0 FT)
 LU1857'NORTH OF THE CENTERLINE OF THE HIGHWAY.
 LU1857'THE MARK IS 0.25 METERS  NE FROM  A WITNESS POST
 LU1857'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0863 ***********************************************************************
 LU0863  DESIGNATION -  W 77
 LU0863  PID         -  LU0863
 LU0863  STATE/COUNTY-  CA/TRINITY
 LU0863  USGS QUAD   -  LEWISTON (1982)
 LU0863
 LU0863                         *CURRENT SURVEY CONTROL
 LU0863  ___________________________________________________________________
 LU0863* NAD 83(1986)-  40 40 33.     (N)    122 49 43.     (W)     SCALED    
 LU0863* NAVD 88     -       638.102  (meters)    2093.51   (feet)  ADJUSTED  
 LU0863  ___________________________________________________________________
 LU0863  GEOID HEIGHT-         -26.78  (meters)                     GEOID09
 LU0863  DYNAMIC HT  -         637.712 (meters)    2092.23  (feet)  COMP
 LU0863  MODELED GRAV-     979,993.2   (mgal)                       NAVD 88
 LU0863
 LU0863  VERT ORDER  -  FIRST     CLASS II
 LU0863
 LU0863.The horizontal coordinates were scaled from a topographic map and have
 LU0863.an estimated accuracy of +/- 6 seconds.
 LU0863.
 LU0863.The orthometric height was determined by differential leveling and
 LU0863.adjusted in June 1991.
 LU0863
 LU0863.The geoid height was determined by GEOID09.
 LU0863
 LU0863.The dynamic height is computed by dividing the NAVD 88
 LU0863.geopotential number by the normal gravity value computed on the
 LU0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0863.degrees latitude (g = 980.6199 gals.).
 LU0863
 LU0863.The modeled gravity was interpolated from observed gravity values.
 LU0863
 LU0863;                    North         East    Units  Estimated Accuracy
 LU0863;SPC CA 1     -   649,400.    1,929,950.      MT  (+/- 180 meters Scaled)
 LU0863
 LU0863                          SUPERSEDED SURVEY CONTROL
 LU0863
 LU0863  NGVD 29 (12/02/92)  637.207  (m)         2090.57   (f) ADJUSTED    1 2
 LU0863
 LU0863.Superseded values are not recommended for survey control.
 LU0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0863.See file dsdata.txt to determine how the superseded data were derived.
 LU0863
 LU0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL144027(NAD 83)
 LU0863
 LU0863_MARKER: DD = SURVEY DISK
 LU0863_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 LU0863_SP_SET: ABUTMENT
 LU0863_STAMPING: W 77 1931
 LU0863_MARK LOGO: CADH  
 LU0863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU0863
 LU0863  HISTORY     - Date     Condition        Report By
 LU0863  HISTORY     - 1931     MONUMENTED       CADH
 LU0863  HISTORY     - 1935     GOOD             CGS
 LU0863  HISTORY     - 1988     GOOD             NGS
 LU0863
 LU0863                          STATION DESCRIPTION
 LU0863
 LU0863'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 LU0863'AT FAWN LODGE.
 LU0863'AT FAWN LODGE, TRINITY COUNTY, ON U.S. HIGHWAY 299, AT THE
 LU0863'NORTHWEST CORNER OF A CONCRETE BRIDGE OVER GRASS VALLEY CREEK, AND
 LU0863'IN THE TOP OF THE CURB.  A CALIFORNIA DIVISION OF HIGHWAYS STANDARD
 LU0863'DISK, STAMPED W 77 1931.
 LU0863
 LU0863                          STATION RECOVERY (1988)
 LU0863
 LU0863'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0863'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS, 22.1 KM
 LU0863'(13.75 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF STATE
 LU0863'HIGHWAY 3 IN WEAVERVILLE, THENCE 60.0 M (196.8 FT) NORTH ALONG A
 LU0863'PAVED ROAD, THENCE 50.0 M (164.0 FT) ALONG THE OLD HIGHWAY, IN THE
 LU0863'SMALL COMMUNITY OF FAWN LODGE, IN THE NORTH CONCRETE CURB OF THE WEST
 LU0863'ABUTMENT OF AN ABANDONED HIGHWAY BRIDGE SPANNING GRASS VALLEY CREEK,
 LU0863'AND 4.0 M (13.1 FT) NORTH OF THE CENTER OF THE OLD HIGHWAY.
 LU0863'THE MARK IS 0.3 M ABOVE THE OLD HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1715 ***********************************************************************
 LU1715  DESIGNATION -  X 1402
 LU1715  PID         -  LU1715
 LU1715  STATE/COUNTY-  CA/HUMBOLDT
 LU1715  USGS QUAD   -  BLUE LAKE (1979)
 LU1715
 LU1715                         *CURRENT SURVEY CONTROL
 LU1715  ___________________________________________________________________
 LU1715* NAD 83(1986)-  40 56 47.     (N)    123 53 58.     (W)     SCALED    
 LU1715* NAVD 88     -       484.234  (meters)    1588.69   (feet)  ADJUSTED  
 LU1715  ___________________________________________________________________
 LU1715  GEOID HEIGHT-         -29.04  (meters)                     GEOID09
 LU1715  DYNAMIC HT  -         483.974 (meters)    1587.84  (feet)  COMP
 LU1715  MODELED GRAV-     980,073.1   (mgal)                       NAVD 88
 LU1715
 LU1715  VERT ORDER  -  FIRST     CLASS II
 LU1715
 LU1715.The horizontal coordinates were scaled from a topographic map and have
 LU1715.an estimated accuracy of +/- 6 seconds.
 LU1715.
 LU1715.The orthometric height was determined by differential leveling and
 LU1715.adjusted in June 1991.
 LU1715
 LU1715.The geoid height was determined by GEOID09.
 LU1715
 LU1715.The dynamic height is computed by dividing the NAVD 88
 LU1715.geopotential number by the normal gravity value computed on the
 LU1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1715.degrees latitude (g = 980.6199 gals.).
 LU1715
 LU1715.The modeled gravity was interpolated from observed gravity values.
 LU1715
 LU1715;                    North         East    Units  Estimated Accuracy
 LU1715;SPC CA 1     -   680,840.    1,840,090.      MT  (+/- 180 meters Scaled)
 LU1715
 LU1715                          SUPERSEDED SURVEY CONTROL
 LU1715
 LU1715  NGVD 29 (12/02/92)  483.213  (m)         1585.34   (f) ADJUSTED    1 2
 LU1715
 LU1715.Superseded values are not recommended for survey control.
 LU1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1715.See file dsdata.txt to determine how the superseded data were derived.
 LU1715
 LU1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL242331(NAD 83)
 LU1715
 LU1715_MARKER: DB = BENCH MARK DISK
 LU1715_SETTING: 66 = SET IN ROCK OUTCROP
 LU1715_SP_SET: BEDROCK
 LU1715_STAMPING: X 1402 1988
 LU1715_MARK LOGO: NGS   
 LU1715_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1715+STABILITY: POSITION/ELEVATION WELL
 LU1715
 LU1715  HISTORY     - Date     Condition        Report By
 LU1715  HISTORY     - 1988     MONUMENTED       NGS
 LU1715
 LU1715                          STATION DESCRIPTION
 LU1715
 LU1715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1715'23.3 KM (14.50 MI) EAST FROM ARCATA.
 LU1715'23.3 KM (14.50 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1715'OF U.S. HIGHWAY 101 IN ARCATA, NEAR THE CENTER OF THE NORTHERN 1/2 OF
 LU1715'A 2 BY 4 FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, AT THE SOUTH
 LU1715'END OF A CURVE, 97.0 M (318.2 FT) SOUTH OF THE SOUTH END OF A
 LU1715'GUARDRAIL, 8.5 M (27.9 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND
 LU1715'5.5 M (18.0 FT) NORTH OF A 2-INCH METAL PIPE PROTRUDING OUT OF THE
 LU1715'CUT.
 LU1715'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LU1715'THE MARK IS 1.1 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1738 ***********************************************************************
 LU1738  DESIGNATION -  X 1405
 LU1738  PID         -  LU1738
 LU1738  STATE/COUNTY-  CA/HUMBOLDT
 LU1738  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1738
 LU1738                         *CURRENT SURVEY CONTROL
 LU1738  ___________________________________________________________________
 LU1738* NAD 83(1986)-  40 53 45.     (N)    123 46 11.     (W)     SCALED    
 LU1738* NAVD 88     -       841.066  (meters)    2759.40   (feet)  ADJUSTED  
 LU1738  ___________________________________________________________________
 LU1738  GEOID HEIGHT-         -28.41  (meters)                     GEOID09
 LU1738  DYNAMIC HT  -         840.575 (meters)    2757.79  (feet)  COMP
 LU1738  MODELED GRAV-     980,012.0   (mgal)                       NAVD 88
 LU1738
 LU1738  VERT ORDER  -  FIRST     CLASS II
 LU1738
 LU1738.The horizontal coordinates were scaled from a topographic map and have
 LU1738.an estimated accuracy of +/- 6 seconds.
 LU1738.
 LU1738.The orthometric height was determined by differential leveling and
 LU1738.adjusted in June 1991.
 LU1738
 LU1738.The geoid height was determined by GEOID09.
 LU1738
 LU1738.The dynamic height is computed by dividing the NAVD 88
 LU1738.geopotential number by the normal gravity value computed on the
 LU1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1738.degrees latitude (g = 980.6199 gals.).
 LU1738
 LU1738.The modeled gravity was interpolated from observed gravity values.
 LU1738
 LU1738;                    North         East    Units  Estimated Accuracy
 LU1738;SPC CA 1     -   675,000.    1,850,900.      MT  (+/- 180 meters Scaled)
 LU1738
 LU1738                          SUPERSEDED SURVEY CONTROL
 LU1738
 LU1738.No superseded survey control is available for this station.
 LU1738
 LU1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL351274(NAD 83)
 LU1738
 LU1738_MARKER: DB = BENCH MARK DISK
 LU1738_SETTING: 66 = SET IN ROCK OUTCROP
 LU1738_SP_SET: BEDROCK
 LU1738_STAMPING: X 1405 1988
 LU1738_MARK LOGO: NGS   
 LU1738_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1738+STABILITY: POSITION/ELEVATION WELL
 LU1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1738+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2005
 LU1738
 LU1738  HISTORY     - Date     Condition        Report By
 LU1738  HISTORY     - 1988     MONUMENTED       NGS
 LU1738  HISTORY     - 20050608 GOOD             CADT
 LU1738
 LU1738                          STATION DESCRIPTION
 LU1738
 LU1738'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1738'15.6 KM (9.70 MI) WEST FROM WILLOW CREEK.
 LU1738'15.6 KM (9.70 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1738'OF STATE HIGHWAY 96 IN WILLOW CREEK, IN THE NORTHERN 1/3 OF AN
 LU1738'EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 56.6 M (185.7 FT) SOUTH OF
 LU1738'THE CENTERLINE OF THE HIGHWAY, 9.3 M (30.5 FT) NORTH OF A HIGHWAY
 LU1738'INFORMATION SIGN, AND 8.9 M (29.2 FT) WEST OF THE CENTERLINE OF
 LU1738'TITLOW ROAD LEADING SOUTH TO A SKI AREA.
 LU1738'THE MARK IS 1.5 M ABOVE THE ROAD.
 LU1738
 LU1738                          STATION RECOVERY (2005)
 LU1738
 LU1738'RECOVERY NOTE BY CALTRANS 2005 (REB)
 LU1738'DESIGNATION X 1405 US HWY299 PM 29.10
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1762 ***********************************************************************
 LU1762  DESIGNATION -  X 1406
 LU1762  PID         -  LU1762
 LU1762  STATE/COUNTY-  CA/TRINITY
 LU1762  USGS QUAD   -  SALYER (1979)
 LU1762
 LU1762                         *CURRENT SURVEY CONTROL
 LU1762  ___________________________________________________________________
 LU1762* NAD 83(1986)-  40 53 22.     (N)    123 34 07.     (W)     SCALED    
 LU1762* NAVD 88     -       201.750  (meters)     661.91   (feet)  ADJUSTED  
 LU1762  ___________________________________________________________________
 LU1762  GEOID HEIGHT-         -27.77  (meters)                     GEOID09
 LU1762  DYNAMIC HT  -         201.643 (meters)     661.56  (feet)  COMP
 LU1762  MODELED GRAV-     980,094.0   (mgal)                       NAVD 88
 LU1762
 LU1762  VERT ORDER  -  FIRST     CLASS II
 LU1762
 LU1762.The horizontal coordinates were scaled from a topographic map and have
 LU1762.an estimated accuracy of +/- 6 seconds.
 LU1762.
 LU1762.The orthometric height was determined by differential leveling and
 LU1762.adjusted in June 1991.
 LU1762
 LU1762.The geoid height was determined by GEOID09.
 LU1762
 LU1762.The dynamic height is computed by dividing the NAVD 88
 LU1762.geopotential number by the normal gravity value computed on the
 LU1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1762.degrees latitude (g = 980.6199 gals.).
 LU1762
 LU1762.The modeled gravity was interpolated from observed gravity values.
 LU1762
 LU1762;                    North         East    Units  Estimated Accuracy
 LU1762;SPC CA 1     -   673,970.    1,867,830.      MT  (+/- 180 meters Scaled)
 LU1762
 LU1762                          SUPERSEDED SURVEY CONTROL
 LU1762
 LU1762.No superseded survey control is available for this station.
 LU1762
 LU1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL520266(NAD 83)
 LU1762
 LU1762_MARKER: DB = BENCH MARK DISK
 LU1762_SETTING: 66 = SET IN ROCK OUTCROP
 LU1762_SP_SET: BEDROCK
 LU1762_STAMPING: X 1406 1988
 LU1762_MARK LOGO: NGS   
 LU1762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1762+STABILITY: POSITION/ELEVATION WELL
 LU1762_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1762+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1762
 LU1762  HISTORY     - Date     Condition        Report By
 LU1762  HISTORY     - 1988     MONUMENTED       NGS
 LU1762  HISTORY     - 20030910 GOOD             CADT
 LU1762
 LU1762                          STATION DESCRIPTION
 LU1762
 LU1762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1762'10.0 KM (6.20 MI) SE FROM WILLOW CREEK.
 LU1762'10.0 KM (6.20 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1762'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, IN AN EXPOSED AREA OF
 LU1762'BEDROCK IN A HIGHWAY CUT, 46.4 M (152.2 FT) EAST OF THE WEST END OF A
 LU1762'PIPE CULVERT, 33.1 M (108.6 FT) SOUTHEAST OF A UTILITY POLE WITH TWO
 LU1762'SECURITY LIGHTS, AND 9.6 M (31.5 FT) SOUTH OF THE CENTERLINE OF THE
 LU1762'HIGHWAY.
 LU1762'THE MARK IS 0.6 METERS  W FROM  A WITNESS POST
 LU1762'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 LU1762
 LU1762                          STATION RECOVERY (2003)
 LU1762
 LU1762'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1785 ***********************************************************************
 LU1785  DESIGNATION -  X 1422
 LU1785  PID         -  LU1785
 LU1785  STATE/COUNTY-  CA/TRINITY
 LU1785  USGS QUAD   -  DEL LOMA (1982)
 LU1785
 LU1785                         *CURRENT SURVEY CONTROL
 LU1785  ___________________________________________________________________
 LU1785* NAD 83(1986)-  40 47 41.     (N)    123 22 33.     (W)     SCALED    
 LU1785* NAVD 88     -       326.587  (meters)    1071.48   (feet)  ADJUSTED  
 LU1785  ___________________________________________________________________
 LU1785  GEOID HEIGHT-         -27.19  (meters)                     GEOID09
 LU1785  DYNAMIC HT  -         326.408 (meters)    1070.89  (feet)  COMP
 LU1785  MODELED GRAV-     980,068.4   (mgal)                       NAVD 88
 LU1785
 LU1785  VERT ORDER  -  FIRST     CLASS II
 LU1785
 LU1785.The horizontal coordinates were scaled from a topographic map and have
 LU1785.an estimated accuracy of +/- 6 seconds.
 LU1785.
 LU1785.The orthometric height was determined by differential leveling and
 LU1785.adjusted in June 1991.
 LU1785
 LU1785.The geoid height was determined by GEOID09.
 LU1785
 LU1785.The dynamic height is computed by dividing the NAVD 88
 LU1785.geopotential number by the normal gravity value computed on the
 LU1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1785.degrees latitude (g = 980.6199 gals.).
 LU1785
 LU1785.The modeled gravity was interpolated from observed gravity values.
 LU1785
 LU1785;                    North         East    Units  Estimated Accuracy
 LU1785;SPC CA 1     -   663,180.    1,883,900.      MT  (+/- 180 meters Scaled)
 LU1785
 LU1785                          SUPERSEDED SURVEY CONTROL
 LU1785
 LU1785.No superseded survey control is available for this station.
 LU1785
 LU1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL682160(NAD 83)
 LU1785
 LU1785_MARKER: DB = BENCH MARK DISK
 LU1785_SETTING: 66 = SET IN ROCK OUTCROP
 LU1785_SP_SET: BEDROCK
 LU1785_STAMPING: X 1422 1988
 LU1785_MARK LOGO: NGS   
 LU1785_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1785+STABILITY: POSITION/ELEVATION WELL
 LU1785
 LU1785  HISTORY     - Date     Condition        Report By
 LU1785  HISTORY     - 1988     MONUMENTED       NGS
 LU1785
 LU1785                          STATION DESCRIPTION
 LU1785
 LU1785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1785'15.1 KM (9.40 MI) NW FROM BIG BAR.
 LU1785'15.1 KM (9.40 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 299 FROM THE POST
 LU1785'OFFICE IN BIG BAR, IN THE EASTERN 1/3 OF AN EXPOSED AREA OF BEDROCK
 LU1785'IN A HIGHWAY CUT, AND 8.4 M (27.6 FT) NORTH OF THE CENTERLINE OF THE
 LU1785'HIGHWAY.
 LU1785'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 LU1785'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1802 ***********************************************************************
 LU1802  DESIGNATION -  X 1423
 LU1802  PID         -  LU1802
 LU1802  STATE/COUNTY-  CA/TRINITY
 LU1802  USGS QUAD   -  DEDRICK (1982)
 LU1802
 LU1802                         *CURRENT SURVEY CONTROL
 LU1802  ___________________________________________________________________
 LU1802* NAD 83(1986)-  40 45 44.     (N)    123 05 50.     (W)     SCALED    
 LU1802* NAVD 88     -       443.498  (meters)    1455.04   (feet)  ADJUSTED  
 LU1802  ___________________________________________________________________
 LU1802  GEOID HEIGHT-         -26.59  (meters)                     GEOID09
 LU1802  DYNAMIC HT  -         443.246 (meters)    1454.22  (feet)  COMP
 LU1802  MODELED GRAV-     980,044.9   (mgal)                       NAVD 88
 LU1802
 LU1802  VERT ORDER  -  FIRST     CLASS II
 LU1802
 LU1802.The horizontal coordinates were scaled from a topographic map and have
 LU1802.an estimated accuracy of +/- 6 seconds.
 LU1802.
 LU1802.The orthometric height was determined by differential leveling and
 LU1802.adjusted in June 1991.
 LU1802
 LU1802.The geoid height was determined by GEOID09.
 LU1802
 LU1802.The dynamic height is computed by dividing the NAVD 88
 LU1802.geopotential number by the normal gravity value computed on the
 LU1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1802.degrees latitude (g = 980.6199 gals.).
 LU1802
 LU1802.The modeled gravity was interpolated from observed gravity values.
 LU1802
 LU1802;                    North         East    Units  Estimated Accuracy
 LU1802;SPC CA 1     -   659,240.    1,907,370.      MT  (+/- 180 meters Scaled)
 LU1802
 LU1802                          SUPERSEDED SURVEY CONTROL
 LU1802
 LU1802.No superseded survey control is available for this station.
 LU1802
 LU1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL917123(NAD 83)
 LU1802
 LU1802_MARKER: DB = BENCH MARK DISK
 LU1802_SETTING: 66 = SET IN ROCK OUTCROP
 LU1802_SP_SET: BEDROCK
 LU1802_STAMPING: X 1423 1988
 LU1802_MARK LOGO: NGS   
 LU1802_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1802+STABILITY: POSITION/ELEVATION WELL
 LU1802
 LU1802  HISTORY     - Date     Condition        Report By
 LU1802  HISTORY     - 1988     MONUMENTED       NGS
 LU1802
 LU1802                          STATION DESCRIPTION
 LU1802
 LU1802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1802'18.1 KM (11.25 MI) EAST FROM BIG BAR.
 LU1802'18.1 KM (11.25 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE POST
 LU1802'OFFICE IN BIG BAR, IN THE SOUTHEASTERN 1/3 OF A 3 BY 6 FOOT EXPOSED
 LU1802'AREA OF BEDROCK IN A HIGHWAY CUT, 1.3 KM (0.80 MI) SOUTHWEST OF THE
 LU1802'ENTRANCE TO THE BIG FOOT R.V. CAMPGROUND, AND 5.9 M (19.4 FT)
 LU1802'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LU1802'THE MARK IS 1.2 METERS  SW FROM  A WITNESS POST
 LU1802'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1835 ***********************************************************************
 LU1835  DESIGNATION -  X 1424
 LU1835  PID         -  LU1835
 LU1835  STATE/COUNTY-  CA/TRINITY
 LU1835  USGS QUAD   -  LEWISTON (1982)
 LU1835
 LU1835                         *CURRENT SURVEY CONTROL
 LU1835  ___________________________________________________________________
 LU1835* NAD 83(1986)-  40 40 26.     (N)    122 51 16.     (W)     SCALED    
 LU1835* NAVD 88     -       650.498  (meters)    2134.18   (feet)  ADJUSTED  
 LU1835  ___________________________________________________________________
 LU1835  GEOID HEIGHT-         -26.82  (meters)                     GEOID09
 LU1835  DYNAMIC HT  -         650.100 (meters)    2132.87  (feet)  COMP
 LU1835  MODELED GRAV-     979,991.9   (mgal)                       NAVD 88
 LU1835
 LU1835  VERT ORDER  -  FIRST     CLASS II
 LU1835
 LU1835.The horizontal coordinates were scaled from a topographic map and have
 LU1835.an estimated accuracy of +/- 6 seconds.
 LU1835.
 LU1835.The orthometric height was determined by differential leveling and
 LU1835.adjusted in June 1991.
 LU1835
 LU1835.The geoid height was determined by GEOID09.
 LU1835
 LU1835.The dynamic height is computed by dividing the NAVD 88
 LU1835.geopotential number by the normal gravity value computed on the
 LU1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1835.degrees latitude (g = 980.6199 gals.).
 LU1835
 LU1835.The modeled gravity was interpolated from observed gravity values.
 LU1835
 LU1835;                    North         East    Units  Estimated Accuracy
 LU1835;SPC CA 1     -   649,200.    1,927,770.      MT  (+/- 180 meters Scaled)
 LU1835
 LU1835                          SUPERSEDED SURVEY CONTROL
 LU1835
 LU1835.No superseded survey control is available for this station.
 LU1835
 LU1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL123025(NAD 83)
 LU1835
 LU1835_MARKER: I = METAL ROD
 LU1835_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1835_SP_SET: STAINLESS STEEL ROD
 LU1835_STAMPING: X 1424 1988
 LU1835_MARK LOGO: NGS   
 LU1835_PROJECTION: FLUSH
 LU1835_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1835+STABILITY: POSITION/ELEVATION WELL
 LU1835_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1835+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1835_ROD/PIPE-DEPTH: 6.7  meters
 LU1835
 LU1835  HISTORY     - Date     Condition        Report By
 LU1835  HISTORY     - 1988     MONUMENTED       NGS
 LU1835  HISTORY     - 20030910 GOOD             CADT
 LU1835
 LU1835                          STATION DESCRIPTION
 LU1835
 LU1835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1835'19.8 KM (12.30 MI) EAST FROM WEAVERVILLE.
 LU1835'19.8 KM (12.30 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1835'OF STATE HIGHWAY 3 IN WEAVERVILLE, 30.5 M (100.1 FT) SOUTH OF THE
 LU1835'CENTERLINE OF THE HIGHWAY, 28.4 M (93.2 FT) SOUTH-SOUTHEAST OF THE
 LU1835'SOUTH END OF A DRAIN PIPE, AND 18.4 M (60.4 FT) EAST OF THE CENTER OF
 LU1835'A DIM TRACK ROAD. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LU1835'LOGO CAP.
 LU1835'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LU1835'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LU1835
 LU1835                          STATION RECOVERY (2003)
 LU1835
 LU1835'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1858 ***********************************************************************
 LU1858  DESIGNATION -  X 1429
 LU1858  PID         -  LU1858
 LU1858  STATE/COUNTY-  CA/SHASTA
 LU1858  USGS QUAD   -  FRENCH GULCH (1979)
 LU1858
 LU1858                         *CURRENT SURVEY CONTROL
 LU1858  ___________________________________________________________________
 LU1858* NAD 83(1986)-  40 40 02.     (N)    122 38 25.     (W)     SCALED    
 LU1858* NAVD 88     -       406.553  (meters)    1333.83   (feet)  ADJUSTED  
 LU1858  ___________________________________________________________________
 LU1858  GEOID HEIGHT-         -26.81  (meters)                     GEOID09
 LU1858  DYNAMIC HT  -         406.315 (meters)    1333.05  (feet)  COMP
 LU1858  MODELED GRAV-     980,029.2   (mgal)                       NAVD 88
 LU1858
 LU1858  VERT ORDER  -  FIRST     CLASS II
 LU1858
 LU1858.The horizontal coordinates were scaled from a topographic map and have
 LU1858.an estimated accuracy of +/- 6 seconds.
 LU1858.
 LU1858.The orthometric height was determined by differential leveling and
 LU1858.adjusted in June 1991.
 LU1858
 LU1858.The geoid height was determined by GEOID09.
 LU1858
 LU1858.The dynamic height is computed by dividing the NAVD 88
 LU1858.geopotential number by the normal gravity value computed on the
 LU1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1858.degrees latitude (g = 980.6199 gals.).
 LU1858
 LU1858.The modeled gravity was interpolated from observed gravity values.
 LU1858
 LU1858;                    North         East    Units  Estimated Accuracy
 LU1858;SPC CA 1     -   648,310.    1,945,870.      MT  (+/- 180 meters Scaled)
 LU1858
 LU1858                          SUPERSEDED SURVEY CONTROL
 LU1858
 LU1858.No superseded survey control is available for this station.
 LU1858
 LU1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL304018(NAD 83)
 LU1858
 LU1858_MARKER: DB = BENCH MARK DISK
 LU1858_SETTING: 66 = SET IN ROCK OUTCROP
 LU1858_SP_SET: BEDROCK
 LU1858_STAMPING: X 1429 1988
 LU1858_MARK LOGO: NGS   
 LU1858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1858
 LU1858  HISTORY     - Date     Condition        Report By
 LU1858  HISTORY     - 1988     MONUMENTED       NGS
 LU1858
 LU1858                          STATION DESCRIPTION
 LU1858
 LU1858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1858'25.3 KM (15.70 MI) WEST FROM REDDING.
 LU1858'25.3 KM (15.70 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1858'WITH CALIFORNIA STREET IN REDDING, 0.4 KM (0.25 MI) WESTERLY OF THE
 LU1858'JUNCTION OF A PAVED ROAD LEADING TO FRENCH GULCH, IN AN EXPOSED AREA
 LU1858'OF BEDROCK ON THE EASTERN SLOPE OF A HILL AND AT THE EASTERN END OF A
 LU1858'HIGHWAY CUT, AND 15.0 M (49.2 FT) NORTH OF THE CENTERLINE OF THE
 LU1858'HIGHWAY.
 LU1858'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 LU1858'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1716 ***********************************************************************
 LU1716  DESIGNATION -  Y 1402
 LU1716  PID         -  LU1716
 LU1716  STATE/COUNTY-  CA/HUMBOLDT
 LU1716  USGS QUAD   -  BLUE LAKE (1979)
 LU1716
 LU1716                         *CURRENT SURVEY CONTROL
 LU1716  ___________________________________________________________________
 LU1716* NAD 83(1986)-  40 56 51.     (N)    123 53 20.     (W)     SCALED    
 LU1716* NAVD 88     -       544.758  (meters)    1787.26   (feet)  ADJUSTED  
 LU1716  ___________________________________________________________________
 LU1716  GEOID HEIGHT-         -28.99  (meters)                     GEOID09
 LU1716  DYNAMIC HT  -         544.464 (meters)    1786.30  (feet)  COMP
 LU1716  MODELED GRAV-     980,067.5   (mgal)                       NAVD 88
 LU1716
 LU1716  VERT ORDER  -  FIRST     CLASS II
 LU1716
 LU1716.The horizontal coordinates were scaled from a topographic map and have
 LU1716.an estimated accuracy of +/- 6 seconds.
 LU1716.
 LU1716.The orthometric height was determined by differential leveling and
 LU1716.adjusted in June 1991.
 LU1716
 LU1716.The geoid height was determined by GEOID09.
 LU1716
 LU1716.The dynamic height is computed by dividing the NAVD 88
 LU1716.geopotential number by the normal gravity value computed on the
 LU1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1716.degrees latitude (g = 980.6199 gals.).
 LU1716
 LU1716.The modeled gravity was interpolated from observed gravity values.
 LU1716
 LU1716;                    North         East    Units  Estimated Accuracy
 LU1716;SPC CA 1     -   680,950.    1,840,980.      MT  (+/- 180 meters Scaled)
 LU1716
 LU1716                          SUPERSEDED SURVEY CONTROL
 LU1716
 LU1716  NGVD 29 (12/02/92)  543.738  (m)         1783.91   (f) ADJUSTED    1 2
 LU1716
 LU1716.Superseded values are not recommended for survey control.
 LU1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1716.See file dsdata.txt to determine how the superseded data were derived.
 LU1716
 LU1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL251333(NAD 83)
 LU1716
 LU1716_MARKER: DB = BENCH MARK DISK
 LU1716_SETTING: 66 = SET IN ROCK OUTCROP
 LU1716_SP_SET: BEDROCK
 LU1716_STAMPING: Y 1402 1988
 LU1716_MARK LOGO: NGS   
 LU1716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1716
 LU1716  HISTORY     - Date     Condition        Report By
 LU1716  HISTORY     - 1988     MONUMENTED       NGS
 LU1716
 LU1716                          STATION DESCRIPTION
 LU1716
 LU1716'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1716'24.4 KM (15.15 MI) EAST FROM ARCATA.
 LU1716'24.4 KM (15.15 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1716'OF U.S. HIGHWAY 101 IN ARCATA, IN THE NORTHWESTERN 1/3 OF A 3 BY 6
 LU1716'FOOT EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 39.0 M (128.0 FT)
 LU1716'NORTHEAST OF THE NORTHWEST END OF AN 18-INCH PIPE CULVERT, AND 9.2 M
 LU1716'(30.2 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LU1716'THE MARK IS 0.5 METERS  SW FROM  A WITNESS POST
 LU1716'THE MARK IS 1.5 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1739 ***********************************************************************
 LU1739  DESIGNATION -  Y 1405
 LU1739  PID         -  LU1739
 LU1739  STATE/COUNTY-  CA/HUMBOLDT
 LU1739  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1739
 LU1739                         *CURRENT SURVEY CONTROL
 LU1739  ___________________________________________________________________
 LU1739* NAD 83(1986)-  40 54 11.     (N)    123 45 53.     (W)     SCALED    
 LU1739* NAVD 88     -       795.600  (meters)    2610.23   (feet)  ADJUSTED  
 LU1739  ___________________________________________________________________
 LU1739  GEOID HEIGHT-         -28.37  (meters)                     GEOID09
 LU1739  DYNAMIC HT  -         795.145 (meters)    2608.74  (feet)  COMP
 LU1739  MODELED GRAV-     980,025.2   (mgal)                       NAVD 88
 LU1739
 LU1739  VERT ORDER  -  FIRST     CLASS II
 LU1739
 LU1739.The horizontal coordinates were scaled from a topographic map and have
 LU1739.an estimated accuracy of +/- 6 seconds.
 LU1739.
 LU1739.The orthometric height was determined by differential leveling and
 LU1739.adjusted in June 1991.
 LU1739
 LU1739.The geoid height was determined by GEOID09.
 LU1739
 LU1739.The dynamic height is computed by dividing the NAVD 88
 LU1739.geopotential number by the normal gravity value computed on the
 LU1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1739.degrees latitude (g = 980.6199 gals.).
 LU1739
 LU1739.The modeled gravity was interpolated from observed gravity values.
 LU1739
 LU1739;                    North         East    Units  Estimated Accuracy
 LU1739;SPC CA 1     -   675,800.    1,851,330.      MT  (+/- 180 meters Scaled)
 LU1739
 LU1739                          SUPERSEDED SURVEY CONTROL
 LU1739
 LU1739.No superseded survey control is available for this station.
 LU1739
 LU1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL355282(NAD 83)
 LU1739
 LU1739_MARKER: DB = BENCH MARK DISK
 LU1739_SETTING: 66 = SET IN ROCK OUTCROP
 LU1739_SP_SET: BEDROCK
 LU1739_STAMPING: Y 1405 1988
 LU1739_MARK LOGO: NGS   
 LU1739_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1739+STABILITY: POSITION/ELEVATION WELL
 LU1739
 LU1739  HISTORY     - Date     Condition        Report By
 LU1739  HISTORY     - 1988     MONUMENTED       NGS
 LU1739
 LU1739                          STATION DESCRIPTION
 LU1739
 LU1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1739'14.6 KM (9.05 MI) WEST FROM WILLOW CREEK.
 LU1739'14.6 KM (9.05 MI) WESTERLY ALONG STATE HIGHWAY 101 FROM THE JUNCTION
 LU1739'OF STATE HIGHWAY 96 IN WILLOW CREEK, IN AN EXPOSED AREA OF BEDROCK IN
 LU1739'A HIGHWAY CUT, 16.1 M (52.8 FT) EAST OF THE CENTER OF CATCH BASIN
 LU1739'NUMBER 29.81, AND 6.4 M (21.0 FT) NORTH OF THE CENTERLINE OF THE
 LU1739'HIGHWAY.
 LU1739'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 LU1739'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1763 ***********************************************************************
 LU1763  DESIGNATION -  Y 1406
 LU1763  PID         -  LU1763
 LU1763  STATE/COUNTY-  CA/TRINITY
 LU1763  USGS QUAD   -  SALYER (1979)
 LU1763
 LU1763                         *CURRENT SURVEY CONTROL
 LU1763  ___________________________________________________________________
 LU1763* NAD 83(1986)-  40 53 25.     (N)    123 33 38.     (W)     SCALED    
 LU1763* NAVD 88     -       229.168  (meters)     751.86   (feet)  ADJUSTED  
 LU1763  ___________________________________________________________________
 LU1763  GEOID HEIGHT-         -27.73  (meters)                     GEOID09
 LU1763  DYNAMIC HT  -         229.046 (meters)     751.46  (feet)  COMP
 LU1763  MODELED GRAV-     980,086.9   (mgal)                       NAVD 88
 LU1763
 LU1763  VERT ORDER  -  FIRST     CLASS II
 LU1763
 LU1763.The horizontal coordinates were scaled from a topographic map and have
 LU1763.an estimated accuracy of +/- 6 seconds.
 LU1763.
 LU1763.The orthometric height was determined by differential leveling and
 LU1763.adjusted in June 1991.
 LU1763
 LU1763.The geoid height was determined by GEOID09.
 LU1763
 LU1763.The dynamic height is computed by dividing the NAVD 88
 LU1763.geopotential number by the normal gravity value computed on the
 LU1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1763.degrees latitude (g = 980.6199 gals.).
 LU1763
 LU1763.The modeled gravity was interpolated from observed gravity values.
 LU1763
 LU1763;                    North         East    Units  Estimated Accuracy
 LU1763;SPC CA 1     -   674,050.    1,868,510.      MT  (+/- 180 meters Scaled)
 LU1763
 LU1763                          SUPERSEDED SURVEY CONTROL
 LU1763
 LU1763.No superseded survey control is available for this station.
 LU1763
 LU1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL527267(NAD 83)
 LU1763
 LU1763_MARKER: I = METAL ROD
 LU1763_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1763_SP_SET: STAINLESS STEEL ROD
 LU1763_STAMPING: Y 1406 1988
 LU1763_MARK LOGO: NGS   
 LU1763_PROJECTION: FLUSH
 LU1763_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1763+STABILITY: POSITION/ELEVATION WELL
 LU1763_ROD/PIPE-DEPTH: 4.3  meters
 LU1763
 LU1763  HISTORY     - Date     Condition        Report By
 LU1763  HISTORY     - 1988     MONUMENTED       NGS
 LU1763
 LU1763                          STATION DESCRIPTION
 LU1763
 LU1763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1763'10.9 KM (6.75 MI) SE FROM WILLOW CREEK.
 LU1763'10.9 KM (6.75 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1763'JUNCTION WITH STATE HIGHWAY 96 IN WILLOW CREEK, 31.5 M (103.3 FT)
 LU1763'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 13.0 M (42.7 FT) WEST OF
 LU1763'THE CENTER OF A DRIVEWAY LEADING SOUTH, 11.0 M (36.1 FT) SOUTH OF THE
 LU1763'CENTER OF A DRIVEWAY LEADING WEST, 5.8 M (19.0 FT) NORTHWEST OF THE
 LU1763'CENTER OF A FIELD ENTRANCE GATE, AND 1.2 M (3.9 FT) SOUTHEAST OF A
 LU1763'FENCE CORNER. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH
 LU1763'LOGO CAP.
 LU1763'THE MARK IS 0.3 METERS  NE FROM  A WITNESS POST AND FENCE
 LU1763'THE MARK IS 0.6 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1786 ***********************************************************************
 LU1786  DESIGNATION -  Y 1422
 LU1786  PID         -  LU1786
 LU1786  STATE/COUNTY-  CA/TRINITY
 LU1786  USGS QUAD   -  DEL LOMA (1982)
 LU1786
 LU1786                         *CURRENT SURVEY CONTROL
 LU1786  ___________________________________________________________________
 LU1786* NAD 83(1986)-  40 47 19.     (N)    123 20 51.     (W)     SCALED    
 LU1786* NAVD 88     -       334.639  (meters)    1097.89   (feet)  ADJUSTED  
 LU1786  ___________________________________________________________________
 LU1786  GEOID HEIGHT-         -27.10  (meters)                     GEOID09
 LU1786  DYNAMIC HT  -         334.455 (meters)    1097.29  (feet)  COMP
 LU1786  MODELED GRAV-     980,064.8   (mgal)                       NAVD 88
 LU1786
 LU1786  VERT ORDER  -  FIRST     CLASS II
 LU1786
 LU1786.The horizontal coordinates were scaled from a topographic map and have
 LU1786.an estimated accuracy of +/- 6 seconds.
 LU1786.
 LU1786.The orthometric height was determined by differential leveling and
 LU1786.adjusted in June 1991.
 LU1786
 LU1786.The geoid height was determined by GEOID09.
 LU1786
 LU1786.The dynamic height is computed by dividing the NAVD 88
 LU1786.geopotential number by the normal gravity value computed on the
 LU1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1786.degrees latitude (g = 980.6199 gals.).
 LU1786
 LU1786.The modeled gravity was interpolated from observed gravity values.
 LU1786
 LU1786;                    North         East    Units  Estimated Accuracy
 LU1786;SPC CA 1     -   662,460.    1,886,280.      MT  (+/- 180 meters Scaled)
 LU1786
 LU1786                          SUPERSEDED SURVEY CONTROL
 LU1786
 LU1786.No superseded survey control is available for this station.
 LU1786
 LU1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL706153(NAD 83)
 LU1786
 LU1786_MARKER: DB = BENCH MARK DISK
 LU1786_SETTING: 66 = SET IN ROCK OUTCROP
 LU1786_SP_SET: BEDROCK
 LU1786_STAMPING: Y 1422 1988
 LU1786_MARK LOGO: NGS   
 LU1786_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1786+STABILITY: POSITION/ELEVATION WELL
 LU1786
 LU1786  HISTORY     - Date     Condition        Report By
 LU1786  HISTORY     - 1988     MONUMENTED       NGS
 LU1786
 LU1786                          STATION DESCRIPTION
 LU1786
 LU1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1786'12.1 KM (7.50 MI) NW FROM BIG BAR.
 LU1786'12.1 KM (7.50 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE POST
 LU1786'OFFICE IN BIG BAR, SET VERTICALLY IN THE NORTHWEST FACE OF AN EXPOSED
 LU1786'AREA OF BEDROCK IN A HIGHWAY CUT, 0.5 KM (0.30 MI) SOUTHEAST OF THE
 LU1786'INTERSECTION OF COUNTY ROAD 4, 23.6 M (77.4 FT) NORTH OF THE CENTER
 LU1786'OF CATCH BASIN NUMBER 20.13, AND 5.8 M (19.0 FT) EAST OF THE
 LU1786'CENTERLINE OF THE HIGHWAY.
 LU1786'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1801 ***********************************************************************
 LU1801  DESIGNATION -  Y 1423
 LU1801  PID         -  LU1801
 LU1801  STATE/COUNTY-  CA/TRINITY
 LU1801  USGS QUAD   -  DEDRICK (1982)
 LU1801
 LU1801                         *CURRENT SURVEY CONTROL
 LU1801  ___________________________________________________________________
 LU1801* NAD 83(1986)-  40 45 59.     (N)    123 06 16.     (W)     SCALED    
 LU1801* NAVD 88     -       428.170  (meters)    1404.75   (feet)  ADJUSTED  
 LU1801  ___________________________________________________________________
 LU1801  GEOID HEIGHT-         -26.59  (meters)                     GEOID09
 LU1801  DYNAMIC HT  -         427.926 (meters)    1403.95  (feet)  COMP
 LU1801  MODELED GRAV-     980,043.7   (mgal)                       NAVD 88
 LU1801
 LU1801  VERT ORDER  -  FIRST     CLASS II
 LU1801
 LU1801.The horizontal coordinates were scaled from a topographic map and have
 LU1801.an estimated accuracy of +/- 6 seconds.
 LU1801.
 LU1801.The orthometric height was determined by differential leveling and
 LU1801.adjusted in June 1991.
 LU1801
 LU1801.The geoid height was determined by GEOID09.
 LU1801
 LU1801.The dynamic height is computed by dividing the NAVD 88
 LU1801.geopotential number by the normal gravity value computed on the
 LU1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1801.degrees latitude (g = 980.6199 gals.).
 LU1801
 LU1801.The modeled gravity was interpolated from observed gravity values.
 LU1801
 LU1801;                    North         East    Units  Estimated Accuracy
 LU1801;SPC CA 1     -   659,710.    1,906,760.      MT  (+/- 180 meters Scaled)
 LU1801
 LU1801                          SUPERSEDED SURVEY CONTROL
 LU1801
 LU1801.No superseded survey control is available for this station.
 LU1801
 LU1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL911128(NAD 83)
 LU1801
 LU1801_MARKER: DB = BENCH MARK DISK
 LU1801_SETTING: 66 = SET IN ROCK OUTCROP
 LU1801_SP_SET: BEDROCK
 LU1801_STAMPING: Y 1423 1988
 LU1801_MARK LOGO: NGS   
 LU1801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1801
 LU1801  HISTORY     - Date     Condition        Report By
 LU1801  HISTORY     - 1988     MONUMENTED       NGS
 LU1801
 LU1801                          STATION DESCRIPTION
 LU1801
 LU1801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1801'17.0 KM (10.55 MI) EAST FROM BIG BAR.
 LU1801'17.0 KM (10.55 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE POST
 LU1801'OFFICE IN BIG BAR, IN AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT,
 LU1801'0.1 KM (0.05 MI) WEST OF THE TRINITY OAKS CAFE, AND 7.3 M (24.0 FT)
 LU1801'NORTH OF THE CENTERLINE OF THE HIGHWAY.
 LU1801'THE MARK IS 0.5 METERS  E FROM  A WITNESS POST
 LU1801'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1836 ***********************************************************************
 LU1836  DESIGNATION -  Y 1424
 LU1836  PID         -  LU1836
 LU1836  STATE/COUNTY-  CA/TRINITY
 LU1836  USGS QUAD   -  LEWISTON (1982)
 LU1836
 LU1836                         *CURRENT SURVEY CONTROL
 LU1836  ___________________________________________________________________
 LU1836* NAD 83(1986)-  40 40 30.     (N)    122 50 27.     (W)     SCALED    
 LU1836* NAVD 88     -       658.798  (meters)    2161.41   (feet)  ADJUSTED  
 LU1836  ___________________________________________________________________
 LU1836  GEOID HEIGHT-         -26.80  (meters)                     GEOID09
 LU1836  DYNAMIC HT  -         658.395 (meters)    2160.08  (feet)  COMP
 LU1836  MODELED GRAV-     979,991.6   (mgal)                       NAVD 88
 LU1836
 LU1836  VERT ORDER  -  FIRST     CLASS II
 LU1836
 LU1836.The horizontal coordinates were scaled from a topographic map and have
 LU1836.an estimated accuracy of +/- 6 seconds.
 LU1836.
 LU1836.The orthometric height was determined by differential leveling and
 LU1836.adjusted in June 1991.
 LU1836
 LU1836.The geoid height was determined by GEOID09.
 LU1836
 LU1836.The dynamic height is computed by dividing the NAVD 88
 LU1836.geopotential number by the normal gravity value computed on the
 LU1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1836.degrees latitude (g = 980.6199 gals.).
 LU1836
 LU1836.The modeled gravity was interpolated from observed gravity values.
 LU1836
 LU1836;                    North         East    Units  Estimated Accuracy
 LU1836;SPC CA 1     -   649,320.    1,928,920.      MT  (+/- 180 meters Scaled)
 LU1836
 LU1836                          SUPERSEDED SURVEY CONTROL
 LU1836
 LU1836.No superseded survey control is available for this station.
 LU1836
 LU1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL134026(NAD 83)
 LU1836
 LU1836_MARKER: I = METAL ROD
 LU1836_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 LU1836_SP_SET: STAINLESS STEEL ROD
 LU1836_STAMPING: Y 1424 1988
 LU1836_MARK LOGO: NGS   
 LU1836_PROJECTION: FLUSH
 LU1836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 LU1836+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1836_ROD/PIPE-DEPTH: 3.1  meters
 LU1836
 LU1836  HISTORY     - Date     Condition        Report By
 LU1836  HISTORY     - 1988     MONUMENTED       NGS
 LU1836  HISTORY     - 20030910 GOOD             CADT
 LU1836
 LU1836                          STATION DESCRIPTION
 LU1836
 LU1836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1836'20.9 KM (13.00 MI) EAST FROM WEAVERVILLE.
 LU1836'20.9 KM (13.00 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1836'OF STATE HIGHWAY 3 IN WEAVERVILLE, 0.3 KM (0.20 MI) NORTHEAST OF THE
 LU1836'INTERSECTION OF A DIRT ROAD LEADING NORTH, 0.2 KM (0.10 MI) EAST OF
 LU1836'THE INTERSECTION OF LEWISTON ROAD, AT THE WEST END OF A HIGHWAY CUT,
 LU1836'9.0 M (29.5 FT) WEST OF THE EAST END OF A GUARDRAIL, AND 7.4 M
 LU1836'(24.3 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY. NOTE--ACCESS TO
 LU1836'DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 LU1836'THE MARK IS 0.2 METERS  S FROM  A WITNESS POST
 LU1836'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 LU1836
 LU1836                          STATION RECOVERY (2003)
 LU1836
 LU1836'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1856 ***********************************************************************
 LU1856  DESIGNATION -  Y 1429
 LU1856  PID         -  LU1856
 LU1856  STATE/COUNTY-  CA/SHASTA
 LU1856  USGS QUAD   -  FRENCH GULCH (1979)
 LU1856
 LU1856                         *CURRENT SURVEY CONTROL
 LU1856  ___________________________________________________________________
 LU1856* NAD 83(1986)-  40 40 24.     (N)    122 40 24.     (W)     SCALED    
 LU1856* NAVD 88     -       469.003  (meters)    1538.72   (feet)  ADJUSTED  
 LU1856  ___________________________________________________________________
 LU1856  GEOID HEIGHT-         -26.75  (meters)                     GEOID09
 LU1856  DYNAMIC HT  -         468.723 (meters)    1537.80  (feet)  COMP
 LU1856  MODELED GRAV-     980,014.0   (mgal)                       NAVD 88
 LU1856
 LU1856  VERT ORDER  -  FIRST     CLASS II
 LU1856
 LU1856.The horizontal coordinates were scaled from a topographic map and have
 LU1856.an estimated accuracy of +/- 6 seconds.
 LU1856.
 LU1856.The orthometric height was determined by differential leveling and
 LU1856.adjusted in June 1991.
 LU1856
 LU1856.The geoid height was determined by GEOID09.
 LU1856
 LU1856.The dynamic height is computed by dividing the NAVD 88
 LU1856.geopotential number by the normal gravity value computed on the
 LU1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1856.degrees latitude (g = 980.6199 gals.).
 LU1856
 LU1856.The modeled gravity was interpolated from observed gravity values.
 LU1856
 LU1856;                    North         East    Units  Estimated Accuracy
 LU1856;SPC CA 1     -   649,010.    1,943,080.      MT  (+/- 180 meters Scaled)
 LU1856
 LU1856                          SUPERSEDED SURVEY CONTROL
 LU1856
 LU1856.No superseded survey control is available for this station.
 LU1856
 LU1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL276025(NAD 83)
 LU1856
 LU1856_MARKER: DB = BENCH MARK DISK
 LU1856_SETTING: 66 = SET IN ROCK OUTCROP
 LU1856_SP_SET: BEDROCK
 LU1856_STAMPING: Y 1429 1988
 LU1856_MARK LOGO: NGS   
 LU1856_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1856+STABILITY: POSITION/ELEVATION WELL
 LU1856
 LU1856  HISTORY     - Date     Condition        Report By
 LU1856  HISTORY     - 1988     MONUMENTED       NGS
 LU1856
 LU1856                          STATION DESCRIPTION
 LU1856
 LU1856'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1856'28.5 KM (17.70 MI) WEST FROM REDDING.
 LU1856'28.5 KM (17.70 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1856'WITH CALIFORNIA STREET IN REDDING, 1.1 KM (0.70 MI) WEST OF A TRACK
 LU1856'ROAD LEADING NORTH, IN AN EXPOSED AREA OF BEDROCK ON THE INSIDE OF A
 LU1856'CURVE IN THE HIGHWAY, AND 5.1 M (16.7 FT) NORTH OF THE CENTERLINE OF
 LU1856'THE HIGHWAY.
 LU1856'THE MARK IS 0.4 METERS  NE FROM  A WITNESS POST
 LU1856'THE MARK IS 1.0 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU0866 ***********************************************************************
 LU0866  DESIGNATION -  Y 77
 LU0866  PID         -  LU0866
 LU0866  STATE/COUNTY-  CA/TRINITY
 LU0866  USGS QUAD   -  LEWISTON (1982)
 LU0866
 LU0866                         *CURRENT SURVEY CONTROL
 LU0866  ___________________________________________________________________
 LU0866* NAD 83(1986)-  40 39 17.     (N)    122 45 19.     (W)     SCALED    
 LU0866* NAVD 88     -       825.197  (meters)    2707.33   (feet)  ADJUSTED  
 LU0866  ___________________________________________________________________
 LU0866  GEOID HEIGHT-         -26.76  (meters)                     GEOID09
 LU0866  DYNAMIC HT  -         824.662 (meters)    2705.58  (feet)  COMP
 LU0866  MODELED GRAV-     979,948.7   (mgal)                       NAVD 88
 LU0866
 LU0866  VERT ORDER  -  FIRST     CLASS II
 LU0866
 LU0866.The horizontal coordinates were scaled from a topographic map and have
 LU0866.an estimated accuracy of +/- 6 seconds.
 LU0866.
 LU0866.The orthometric height was determined by differential leveling and
 LU0866.adjusted in June 1991.
 LU0866
 LU0866.The geoid height was determined by GEOID09.
 LU0866
 LU0866.The dynamic height is computed by dividing the NAVD 88
 LU0866.geopotential number by the normal gravity value computed on the
 LU0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU0866.degrees latitude (g = 980.6199 gals.).
 LU0866
 LU0866.The modeled gravity was interpolated from observed gravity values.
 LU0866
 LU0866;                    North         East    Units  Estimated Accuracy
 LU0866;SPC CA 1     -   647,000.    1,936,130.      MT  (+/- 180 meters Scaled)
 LU0866
 LU0866                          SUPERSEDED SURVEY CONTROL
 LU0866
 LU0866  NGVD 29 (12/02/92)  824.277  (m)         2704.32   (f) ADJUSTED    1 2
 LU0866
 LU0866.Superseded values are not recommended for survey control.
 LU0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU0866.See file dsdata.txt to determine how the superseded data were derived.
 LU0866
 LU0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL206004(NAD 83)
 LU0866
 LU0866_MARKER: DD = SURVEY DISK
 LU0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 LU0866_SP_SET: CONCRETE POST
 LU0866_STAMPING: Y 77 1931
 LU0866_MARK LOGO: CADH  
 LU0866_PROJECTION: PROJECTING 8 CENTIMETERS
 LU0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 LU0866+STABILITY: SURFACE MOTION
 LU0866
 LU0866  HISTORY     - Date     Condition        Report By
 LU0866  HISTORY     - 1931     MONUMENTED       CADH
 LU0866  HISTORY     - 1949     GOOD             CGS
 LU0866  HISTORY     - 1988     GOOD             NGS
 LU0866
 LU0866                          STATION DESCRIPTION
 LU0866
 LU0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 LU0866'1.9 MI E FROM BUCKHORN.
 LU0866'1.9 MILES EAST ALONG U.S. HGIHWAY 299 FROM THE STORE AND GAS
 LU0866'STATION AT BUCKHORN, ABOUT 53 YARDS WEST OF HIGHWAY CULVERT B
 LU0866'466.80, 47 FEET NORTH OF THE CENTER LINE OF THE ROAD, 25 FEET
 LU0866'NORTHEAST OF A 28-INCH PINE TREE, 21 FEET EAST OF A FORKED OAK
 LU0866'TREE, 19 FEET WEST OF A 4-INCH PINE TREE, 1.3 FEET SOUTHEAST OF
 LU0866'A WITNESS POST, ABOUT 10 FEET ABOVE THE LEVEL OF THE HIGHWAY, AND
 LU0866'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE
 LU0866'GROUND.
 LU0866
 LU0866                          STATION RECOVERY (1988)
 LU0866
 LU0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 LU0866'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  29.7 KM
 LU0866'(18.45 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION OF STATE
 LU0866'HIGHWAY 3 IN WEAVERVILLE, 3.2 KM (2.00 MI) EAST OF BUCKHORN STATION,
 LU0866'ON THE EXTENDED CENTER OF A TRACK ROAD LEADING SOUTH, AND 13.9 M
 LU0866'(45.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY.
 LU0866'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
 LU0866'THE MARK IS 3.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1717 ***********************************************************************
 LU1717  DESIGNATION -  Z 1402
 LU1717  PID         -  LU1717
 LU1717  STATE/COUNTY-  CA/HUMBOLDT
 LU1717  USGS QUAD   -  BLUE LAKE (1979)
 LU1717
 LU1717                         *CURRENT SURVEY CONTROL
 LU1717  ___________________________________________________________________
 LU1717* NAD 83(1986)-  40 56 43.     (N)    123 52 51.     (W)     SCALED    
 LU1717* NAVD 88     -       583.738  (meters)    1915.15   (feet)  ADJUSTED  
 LU1717  ___________________________________________________________________
 LU1717  GEOID HEIGHT-         -28.95  (meters)                     GEOID09
 LU1717  DYNAMIC HT  -         583.427 (meters)    1914.13  (feet)  COMP
 LU1717  MODELED GRAV-     980,072.4   (mgal)                       NAVD 88
 LU1717
 LU1717  VERT ORDER  -  FIRST     CLASS II
 LU1717
 LU1717.The horizontal coordinates were scaled from a topographic map and have
 LU1717.an estimated accuracy of +/- 6 seconds.
 LU1717.
 LU1717.The orthometric height was determined by differential leveling and
 LU1717.adjusted in June 1991.
 LU1717
 LU1717.The geoid height was determined by GEOID09.
 LU1717
 LU1717.The dynamic height is computed by dividing the NAVD 88
 LU1717.geopotential number by the normal gravity value computed on the
 LU1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1717.degrees latitude (g = 980.6199 gals.).
 LU1717
 LU1717.The modeled gravity was interpolated from observed gravity values.
 LU1717
 LU1717;                    North         East    Units  Estimated Accuracy
 LU1717;SPC CA 1     -   680,690.    1,841,650.      MT  (+/- 180 meters Scaled)
 LU1717
 LU1717                          SUPERSEDED SURVEY CONTROL
 LU1717
 LU1717  NGVD 29 (12/02/92)  582.724  (m)         1911.82   (f) ADJUSTED    1 2
 LU1717
 LU1717.Superseded values are not recommended for survey control.
 LU1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 LU1717.See file dsdata.txt to determine how the superseded data were derived.
 LU1717
 LU1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL258330(NAD 83)
 LU1717
 LU1717_MARKER: DB = BENCH MARK DISK
 LU1717_SETTING: 66 = SET IN ROCK OUTCROP
 LU1717_SP_SET: BEDROCK
 LU1717_STAMPING: Z 1402 1988
 LU1717_MARK LOGO: NGS   
 LU1717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1717
 LU1717  HISTORY     - Date     Condition        Report By
 LU1717  HISTORY     - 1988     MONUMENTED       NGS
 LU1717
 LU1717                          STATION DESCRIPTION
 LU1717
 LU1717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1717'25.2 KM (15.65 MI) EAST FROM ARCATA.
 LU1717'25.2 KM (15.65 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1717'OF U.S. HIGHWAY 101 IN ARCATA, IN A 4 BY 4 FOOT EXPOSED AREA OF
 LU1717'BEDROCK IN A HIGHWAY CUT, 11.6 M (38.1 FT) EAST OF THE NORTH END OF A
 LU1717'CATCH BASIN, AND 7.8 M (25.6 FT) NORTH OF THE CENTERLINE OF THE
 LU1717'HIGHWAY.
 LU1717'THE MARK IS 0.25 METERS  W FROM  A WITNESS POST
 LU1717'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1740 ***********************************************************************
 LU1740  DESIGNATION -  Z 1405
 LU1740  PID         -  LU1740
 LU1740  STATE/COUNTY-  CA/HUMBOLDT
 LU1740  USGS QUAD   -  LORD-ELLIS SUMMIT (1973)
 LU1740
 LU1740                         *CURRENT SURVEY CONTROL
 LU1740  ___________________________________________________________________
 LU1740* NAD 83(1986)-  40 54 24.     (N)    123 45 13.     (W)     SCALED    
 LU1740* NAVD 88     -       761.196  (meters)    2497.36   (feet)  ADJUSTED  
 LU1740  ___________________________________________________________________
 LU1740  GEOID HEIGHT-         -28.31  (meters)                     GEOID09
 LU1740  DYNAMIC HT  -         760.764 (meters)    2495.94  (feet)  COMP
 LU1740  MODELED GRAV-     980,031.7   (mgal)                       NAVD 88
 LU1740
 LU1740  VERT ORDER  -  FIRST     CLASS II
 LU1740
 LU1740.The horizontal coordinates were scaled from a topographic map and have
 LU1740.an estimated accuracy of +/- 6 seconds.
 LU1740.
 LU1740.The orthometric height was determined by differential leveling and
 LU1740.adjusted in June 1991.
 LU1740
 LU1740.The geoid height was determined by GEOID09.
 LU1740
 LU1740.The dynamic height is computed by dividing the NAVD 88
 LU1740.geopotential number by the normal gravity value computed on the
 LU1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1740.degrees latitude (g = 980.6199 gals.).
 LU1740
 LU1740.The modeled gravity was interpolated from observed gravity values.
 LU1740
 LU1740;                    North         East    Units  Estimated Accuracy
 LU1740;SPC CA 1     -   676,180.    1,852,280.      MT  (+/- 180 meters Scaled)
 LU1740
 LU1740                          SUPERSEDED SURVEY CONTROL
 LU1740
 LU1740.No superseded survey control is available for this station.
 LU1740
 LU1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL365286(NAD 83)
 LU1740
 LU1740_MARKER: DB = BENCH MARK DISK
 LU1740_SETTING: 66 = SET IN ROCK OUTCROP
 LU1740_SP_SET: BEDROCK
 LU1740_STAMPING: Z 1405 1988
 LU1740_MARK LOGO: NGS   
 LU1740_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1740+STABILITY: POSITION/ELEVATION WELL
 LU1740
 LU1740  HISTORY     - Date     Condition        Report By
 LU1740  HISTORY     - 1988     MONUMENTED       NGS
 LU1740
 LU1740                          STATION DESCRIPTION
 LU1740
 LU1740'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1740'13.5 KM (8.40 MI) WEST FROM WILLOW CREEK.
 LU1740'13.5 KM (8.40 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1740'OF STATE HIGHWAY 96 IN WILLOW CREEK, NEAR THE CENTER OF AN EXPOSED
 LU1740'AREA OF BEDROCK IN A HIGHWAY CUT, 31.1 M (102.0 FT) SOUTHEAST OF THE
 LU1740'SOUTHEAST END OF A GUARDRAIL, AND 7.6 M (24.9 FT) NORTHEAST OF THE
 LU1740'CENTERLINE OF THE HIGHWAY.
 LU1740'THE MARK IS 0.7 METERS  SE FROM  A WITNESS POST
 LU1740'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1764 ***********************************************************************
 LU1764  DESIGNATION -  Z 1406
 LU1764  PID         -  LU1764
 LU1764  STATE/COUNTY-  CA/TRINITY
 LU1764  USGS QUAD   -  SALYER (1979)
 LU1764
 LU1764                         *CURRENT SURVEY CONTROL
 LU1764  ___________________________________________________________________
 LU1764* NAD 83(1986)-  40 52 52.     (N)    123 33 06.     (W)     SCALED    
 LU1764* NAVD 88     -       194.849  (meters)     639.27   (feet)  ADJUSTED  
 LU1764  ___________________________________________________________________
 LU1764  GEOID HEIGHT-         -27.72  (meters)                     GEOID09
 LU1764  DYNAMIC HT  -         194.745 (meters)     638.93  (feet)  COMP
 LU1764  MODELED GRAV-     980,089.6   (mgal)                       NAVD 88
 LU1764
 LU1764  VERT ORDER  -  FIRST     CLASS II
 LU1764
 LU1764.The horizontal coordinates were scaled from a topographic map and have
 LU1764.an estimated accuracy of +/- 6 seconds.
 LU1764.
 LU1764.The orthometric height was determined by differential leveling and
 LU1764.adjusted in June 1991.
 LU1764
 LU1764.The geoid height was determined by GEOID09.
 LU1764
 LU1764.The dynamic height is computed by dividing the NAVD 88
 LU1764.geopotential number by the normal gravity value computed on the
 LU1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1764.degrees latitude (g = 980.6199 gals.).
 LU1764
 LU1764.The modeled gravity was interpolated from observed gravity values.
 LU1764
 LU1764;                    North         East    Units  Estimated Accuracy
 LU1764;SPC CA 1     -   673,020.    1,869,240.      MT  (+/- 180 meters Scaled)
 LU1764
 LU1764                          SUPERSEDED SURVEY CONTROL
 LU1764
 LU1764.No superseded survey control is available for this station.
 LU1764
 LU1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL535257(NAD 83)
 LU1764
 LU1764_MARKER: DB = BENCH MARK DISK
 LU1764_SETTING: 66 = SET IN ROCK OUTCROP
 LU1764_SP_SET: BEDROCK
 LU1764_STAMPING: Z 1406 1988
 LU1764_MARK LOGO: NGS   
 LU1764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1764+STABILITY: POSITION/ELEVATION WELL
 LU1764_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1764+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1764
 LU1764  HISTORY     - Date     Condition        Report By
 LU1764  HISTORY     - 1988     MONUMENTED       NGS
 LU1764  HISTORY     - 20030910 GOOD             CADT
 LU1764
 LU1764                          STATION DESCRIPTION
 LU1764
 LU1764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1764'12.3 KM (7.65 MI) SE FROM WILLOW CREEK.
 LU1764'12.3 KM (7.65 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 299 FROM THE
 LU1764'JUNCTION OF STATE HIGHWAY 96 IN WILLOW CREEK, IN AN EXPOSED AREA OF
 LU1764'BEDROCK IN A HIGHWAY CUT, 0.2 KM (0.10 MI) SOUTHWEST OF THE
 LU1764'INTERSECTION OF A PAVED ROAD LEADING INTO A REST AREA, 24.0 M
 LU1764'(78.7 FT) SOUTHWEST OF THE SOUTH END OF CULVERT NUMBER 3.48, 7.9 M
 LU1764'(25.9 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 6.8 M
 LU1764'(22.3 FT) EAST OF THE CENTER OF A STORM DRAIN.
 LU1764'THE MARK IS 1.1 METERS  NE FROM  A WITNESS POST
 LU1764'THE MARK IS 0.9 M ABOVE THE HIGHWAY.
 LU1764
 LU1764                          STATION RECOVERY (2003)
 LU1764
 LU1764'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1787 ***********************************************************************
 LU1787  DESIGNATION -  Z 1422
 LU1787  PID         -  LU1787
 LU1787  STATE/COUNTY-  CA/TRINITY
 LU1787  USGS QUAD   -  DEL LOMA (1982)
 LU1787
 LU1787                         *CURRENT SURVEY CONTROL
 LU1787  ___________________________________________________________________
 LU1787* NAD 83(1986)-  40 47 00.     (N)    123 20 03.     (W)     SCALED    
 LU1787* NAVD 88     -       345.123  (meters)    1132.29   (feet)  ADJUSTED  
 LU1787  ___________________________________________________________________
 LU1787  GEOID HEIGHT-         -27.07  (meters)                     GEOID09
 LU1787  DYNAMIC HT  -         344.933 (meters)    1131.67  (feet)  COMP
 LU1787  MODELED GRAV-     980,066.2   (mgal)                       NAVD 88
 LU1787
 LU1787  VERT ORDER  -  FIRST     CLASS II
 LU1787
 LU1787.The horizontal coordinates were scaled from a topographic map and have
 LU1787.an estimated accuracy of +/- 6 seconds.
 LU1787.
 LU1787.The orthometric height was determined by differential leveling and
 LU1787.adjusted in June 1991.
 LU1787
 LU1787.The geoid height was determined by GEOID09.
 LU1787
 LU1787.The dynamic height is computed by dividing the NAVD 88
 LU1787.geopotential number by the normal gravity value computed on the
 LU1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1787.degrees latitude (g = 980.6199 gals.).
 LU1787
 LU1787.The modeled gravity was interpolated from observed gravity values.
 LU1787
 LU1787;                    North         East    Units  Estimated Accuracy
 LU1787;SPC CA 1     -   661,860.    1,887,400.      MT  (+/- 180 meters Scaled)
 LU1787
 LU1787                          SUPERSEDED SURVEY CONTROL
 LU1787
 LU1787.No superseded survey control is available for this station.
 LU1787
 LU1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL718147(NAD 83)
 LU1787
 LU1787_MARKER: DB = BENCH MARK DISK
 LU1787_SETTING: 66 = SET IN ROCK OUTCROP
 LU1787_SP_SET: BEDROCK
 LU1787_STAMPING: Z 1422 1988
 LU1787_MARK LOGO: NGS   
 LU1787_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1787+STABILITY: POSITION/ELEVATION WELL
 LU1787
 LU1787  HISTORY     - Date     Condition        Report By
 LU1787  HISTORY     - 1988     MONUMENTED       NGS
 LU1787
 LU1787                          STATION DESCRIPTION
 LU1787
 LU1787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1787'10.1 KM (6.30 MI) NW FROM BIG BAR.
 LU1787'10.1 KM (6.30 MI) NORTHWESTERLY ALONG STATE HIGHWAY 299 FROM THE POST
 LU1787'OFFICE IN BIG BAR, NEAR THE CENTER OF A 3 BY 9 FOOT EXPOSED AREA OF
 LU1787'BEDROCK IN A HIGHWAY CUT, 0.8 KM (0.50 MI) SOUTHEAST OF THE CENTER OF
 LU1787'HAYDEN FLAT CAMPGROUND, 39.2 M (128.6 FT) SOUTHEAST OF THE CENTER OF
 LU1787'CATCH BASIN NUMBER 21.34, AND 5.1 M (16.7 FT) NORTHEAST OF THE
 LU1787'CENTERLINE OF THE HIGHWAY.
 LU1787'THE MARK IS 0.5 METERS  NW FROM  A WITNESS POST
 LU1787'THE MARK IS 0.3 M ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1800 ***********************************************************************
 LU1800  DESIGNATION -  Z 1423
 LU1800  PID         -  LU1800
 LU1800  STATE/COUNTY-  CA/TRINITY
 LU1800  USGS QUAD   -  HELENA (1982)
 LU1800
 LU1800                         *CURRENT SURVEY CONTROL
 LU1800  ___________________________________________________________________
 LU1800* NAD 83(1986)-  40 46 11.     (N)    123 07 42.     (W)     SCALED    
 LU1800* NAVD 88     -       431.707  (meters)    1416.36   (feet)  ADJUSTED  
 LU1800  ___________________________________________________________________
 LU1800  GEOID HEIGHT-         -26.65  (meters)                     GEOID09
 LU1800  DYNAMIC HT  -         431.458 (meters)    1415.54  (feet)  COMP
 LU1800  MODELED GRAV-     980,035.5   (mgal)                       NAVD 88
 LU1800
 LU1800  VERT ORDER  -  FIRST     CLASS II
 LU1800
 LU1800.The horizontal coordinates were scaled from a topographic map and have
 LU1800.an estimated accuracy of +/- 6 seconds.
 LU1800.
 LU1800.The orthometric height was determined by differential leveling and
 LU1800.adjusted in June 1991.
 LU1800
 LU1800.The geoid height was determined by GEOID09.
 LU1800
 LU1800.The dynamic height is computed by dividing the NAVD 88
 LU1800.geopotential number by the normal gravity value computed on the
 LU1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1800.degrees latitude (g = 980.6199 gals.).
 LU1800
 LU1800.The modeled gravity was interpolated from observed gravity values.
 LU1800
 LU1800;                    North         East    Units  Estimated Accuracy
 LU1800;SPC CA 1     -   660,110.    1,904,750.      MT  (+/- 180 meters Scaled)
 LU1800
 LU1800                          SUPERSEDED SURVEY CONTROL
 LU1800
 LU1800.No superseded survey control is available for this station.
 LU1800
 LU1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDL891132(NAD 83)
 LU1800
 LU1800_MARKER: DB = BENCH MARK DISK
 LU1800_SETTING: 66 = SET IN ROCK OUTCROP
 LU1800_SP_SET: BEDROCK
 LU1800_STAMPING: Z 1423 1988
 LU1800_MARK LOGO: NGS   
 LU1800_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1800+STABILITY: POSITION/ELEVATION WELL
 LU1800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1800+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1800
 LU1800  HISTORY     - Date     Condition        Report By
 LU1800  HISTORY     - 1988     MONUMENTED       NGS
 LU1800  HISTORY     - 20030910 GOOD             CADT
 LU1800
 LU1800                          STATION DESCRIPTION
 LU1800
 LU1800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1800'14.7 KM (9.15 MI) EAST FROM BIG BAR.
 LU1800'14.7 KM (9.15 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE POST
 LU1800'OFFICE IN BIG BAR, SET VERTICALLY IN THE SOUTHEAST FACE OF THE
 LU1800'NORTHEASTERN 1/3 OF AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT, 34.4
 LU1800'M (112.9 FT) SOUTHWEST OF THE CENTERLINE OF EAST FORK ROAD, AND 10.4
 LU1800'M (34.1 FT) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.
 LU1800'THE MARK IS 1.3 M ABOVE THE HIGHWAY.
 LU1800
 LU1800                          STATION RECOVERY (2003)
 LU1800
 LU1800'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1800'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1837 ***********************************************************************
 LU1837  DESIGNATION -  Z 1424
 LU1837  PID         -  LU1837
 LU1837  STATE/COUNTY-  CA/TRINITY
 LU1837  USGS QUAD   -  LEWISTON (1982)
 LU1837
 LU1837                         *CURRENT SURVEY CONTROL
 LU1837  ___________________________________________________________________
 LU1837* NAD 83(1986)-  40 40 20.     (N)    122 49 13.     (W)     SCALED    
 LU1837* NAVD 88     -       673.845  (meters)    2210.77   (feet)  ADJUSTED  
 LU1837  ___________________________________________________________________
 LU1837  GEOID HEIGHT-         -26.78  (meters)                     GEOID09
 LU1837  DYNAMIC HT  -         673.430 (meters)    2209.41  (feet)  COMP
 LU1837  MODELED GRAV-     979,987.8   (mgal)                       NAVD 88
 LU1837
 LU1837  VERT ORDER  -  FIRST     CLASS II
 LU1837
 LU1837.The horizontal coordinates were scaled from a topographic map and have
 LU1837.an estimated accuracy of +/- 6 seconds.
 LU1837.
 LU1837.The orthometric height was determined by differential leveling and
 LU1837.adjusted in June 1991.
 LU1837
 LU1837.The geoid height was determined by GEOID09.
 LU1837
 LU1837.The dynamic height is computed by dividing the NAVD 88
 LU1837.geopotential number by the normal gravity value computed on the
 LU1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1837.degrees latitude (g = 980.6199 gals.).
 LU1837
 LU1837.The modeled gravity was interpolated from observed gravity values.
 LU1837
 LU1837;                    North         East    Units  Estimated Accuracy
 LU1837;SPC CA 1     -   648,990.    1,930,650.      MT  (+/- 180 meters Scaled)
 LU1837
 LU1837                          SUPERSEDED SURVEY CONTROL
 LU1837
 LU1837.No superseded survey control is available for this station.
 LU1837
 LU1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL151023(NAD 83)
 LU1837
 LU1837_MARKER: DB = BENCH MARK DISK
 LU1837_SETTING: 66 = SET IN ROCK OUTCROP
 LU1837_SP_SET: BEDROCK
 LU1837_STAMPING: Z 1424 1988
 LU1837_MARK LOGO: NGS   
 LU1837_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 LU1837+STABILITY: POSITION/ELEVATION WELL
 LU1837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 LU1837+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2003
 LU1837
 LU1837  HISTORY     - Date     Condition        Report By
 LU1837  HISTORY     - 1988     MONUMENTED       NGS
 LU1837  HISTORY     - 20030910 GOOD             CADT
 LU1837
 LU1837                          STATION DESCRIPTION
 LU1837
 LU1837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1837'22.8 KM (14.15 MI) EAST FROM WEAVERVILLE.
 LU1837'22.8 KM (14.15 MI) EASTERLY ALONG STATE HIGHWAY 299 FROM THE JUNCTION
 LU1837'OF STATE HIGHWAY 3 IN WEAVERVILLE, IN AN EXPOSED AREA OF BEDROCK IN A
 LU1837'HIGHWAY CUT, 18.5 M (60.7 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 LU1837'BRIDGE SPANNING GRASS VALLEY CREEK, AND 18.4 M (60.4 FT) NORTH OF THE
 LU1837'CENTERLINE OF THE HIGHWAY.
 LU1837'THE MARK IS 0.5 METERS  W FROM  A WITNESS POST
 LU1837'THE MARK IS 1.2 M ABOVE THE HIGHWAY.
 LU1837
 LU1837                          STATION RECOVERY (2003)
 LU1837
 LU1837'RECOVERY NOTE BY CALTRANS 2003 (JRL)
 LU1837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = FEBRUARY 24, 2012
 LU1855 ***********************************************************************
 LU1855  DESIGNATION -  Z 1429
 LU1855  PID         -  LU1855
 LU1855  STATE/COUNTY-  CA/SHASTA
 LU1855  USGS QUAD   -  FRENCH GULCH (1979)
 LU1855
 LU1855                         *CURRENT SURVEY CONTROL
 LU1855  ___________________________________________________________________
 LU1855* NAD 83(1986)-  40 40 07.     (N)    122 41 33.     (W)     SCALED    
 LU1855* NAVD 88     -       528.200  (meters)    1732.94   (feet)  ADJUSTED  
 LU1855  ___________________________________________________________________
 LU1855  GEOID HEIGHT-         -26.76  (meters)                     GEOID09
 LU1855  DYNAMIC HT  -         527.870 (meters)    1731.85  (feet)  COMP
 LU1855  MODELED GRAV-     979,985.0   (mgal)                       NAVD 88
 LU1855
 LU1855  VERT ORDER  -  FIRST     CLASS II
 LU1855
 LU1855.The horizontal coordinates were scaled from a topographic map and have
 LU1855.an estimated accuracy of +/- 6 seconds.
 LU1855.
 LU1855.The orthometric height was determined by differential leveling and
 LU1855.adjusted in June 1991.
 LU1855
 LU1855.The geoid height was determined by GEOID09.
 LU1855
 LU1855.The dynamic height is computed by dividing the NAVD 88
 LU1855.geopotential number by the normal gravity value computed on the
 LU1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 LU1855.degrees latitude (g = 980.6199 gals.).
 LU1855
 LU1855.The modeled gravity was interpolated from observed gravity values.
 LU1855
 LU1855;                    North         East    Units  Estimated Accuracy
 LU1855;SPC CA 1     -   648,500.    1,941,450.      MT  (+/- 180 meters Scaled)
 LU1855
 LU1855                          SUPERSEDED SURVEY CONTROL
 LU1855
 LU1855.No superseded survey control is available for this station.
 LU1855
 LU1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TEL259020(NAD 83)
 LU1855
 LU1855_MARKER: DB = BENCH MARK DISK
 LU1855_SETTING: 66 = SET IN ROCK OUTCROP
 LU1855_SP_SET: BEDROCK
 LU1855_STAMPING: Z 1429 1988
 LU1855_MARK LOGO: NGS   
 LU1855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 LU1855
 LU1855  HISTORY     - Date     Condition        Report By
 LU1855  HISTORY     - 1988     MONUMENTED       NGS
 LU1855
 LU1855                          STATION DESCRIPTION
 LU1855
 LU1855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988
 LU1855'30.4 KM (18.90 MI) WEST FROM REDDING.
 LU1855'30.4 KM (18.90 MI) WESTERLY ALONG STATE HIGHWAY 299 FROM ITS JUNCTION
 LU1855'WITH CALIFORNIA STREET IN REDDING, 0.5 KM (0.30 MI) EASTERLY OF THE
 LU1855'JUNCTION OF A TRACK ROAD, ON THE OUTSIDE OF A HORSESHOE CURVE IN THE
 LU1855'HIGHWAY, IN AN EXPOSED AREA OF BEDROCK IN A HIGHWAY CUT AT THE NORTH
 LU1855'EDGE OF A LARGE PAVED PULLOUT, 27.9 M (91.5 FT) NORTH OF THE
 LU1855'CENTERLINE OF THE HIGHWAY, AND 1.7 M (5.6 FT) NORTH OF THE NORTH EDGE
 LU1855'OF THE PAVED PULLOUT.
 LU1855'THE MARK IS 0.4 METERS  E FROM  A WITNESS POST
 LU1855'THE MARK IS 1.0 M ABOVE THE HIGHWAY.

 *** retrieval complete.
 Elapsed Time = 00:00:22

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