1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9891 *********************************************************************** AE9891 HT_MOD - This is a Height Modernization Survey Station. AE9891 DESIGNATION - 56 MDC 1974 AE9891 PID - AE9891 AE9891 STATE/COUNTY- CA/SAN JOAQUIN AE9891 USGS QUAD - TERMINOUS (1993) AE9891 AE9891 *CURRENT SURVEY CONTROL AE9891 ___________________________________________________________________ AE9891* NAD 83(1998)- 38 01 00.37795(N) 121 27 23.65142(W) ADJUSTED AE9891* NAVD 88 - 3.08 (meters) 10.1 (feet) GPS OBS AE9891 ___________________________________________________________________ AE9891 EPOCH DATE - 2002.86 AE9891 X - -2,625,573.776 (meters) COMP AE9891 Y - -4,291,845.948 (meters) COMP AE9891 Z - 3,906,892.947 (meters) COMP AE9891 LAPLACE CORR- 4.03 (seconds) DEFLEC99 AE9891 ELLIP HEIGHT- -28.92 (meters) (10/28/05) GPS OBS AE9891 GEOID HEIGHT- -32.01 (meters) GEOID03 AE9891 AE9891 HORZ ORDER - FIRST AE9891 ELLP ORDER - FOURTH CLASS I AE9891 AE9891.The horizontal coordinates were established by GPS observations AE9891.and adjusted by the National Geodetic Survey in October 2005. AE9891.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9891.DATUM ITEM on the data sheet items page. AE9891.The horizontal coordinates are valid at the epoch date displayed above. AE9891.The epoch date for horizontal control is a decimal equivalence AE9891.of Year/Month/Day. AE9891 AE9891.The orthometric height was determined by GPS observations and a AE9891.high-resolution geoid model using precise GPS observation and AE9891.processing techniques. AE9891 AE9891.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9891 AE9891.The Laplace correction was computed from DEFLEC99 derived deflections. AE9891 AE9891.The ellipsoidal height was determined by GPS observations AE9891.and is referenced to NAD 83. AE9891 AE9891.The geoid height was determined by GEOID03. AE9891 AE9891; North East Units Scale Factor Converg. AE9891;SPC CA 3 - 668,763.510 1,916,007.766 MT 0.99993990 -0 35 08.3 AE9891;SPC CA 3 - 2,194,101.62 6,286,102.15 sFT 0.99993990 -0 35 08.3 AE9891;UTM 10 - 4,208,799.909 635,482.173 MT 0.99982607 +0 57 02.6 AE9891 AE9891! - Elev Factor x Scale Factor = Combined Factor AE9891!SPC CA 3 - 1.00000454 x 0.99993990 = 0.99994444 AE9891!UTM 10 - 1.00000454 x 0.99982607 = 0.99983061 AE9891 AE9891 SUPERSEDED SURVEY CONTROL AE9891 AE9891 NAD 83(1992)- 38 01 00.37580(N) 121 27 23.64893(W) AD(1997.30) 1 AE9891 ELLIP H (07/10/98) -28.89 (m) GP(1997.30) 4 1 AE9891 NAD 83(1992)- 38 01 00.37539(N) 121 27 23.64922(W) AD(1997.30) 1 AE9891 ELLIP H (05/14/98) -28.81 (m) GP(1997.30) 3 1 AE9891 AE9891.Superseded values are not recommended for survey control. AE9891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9891.See file dsdata.txt to determine how the superseded data were derived. AE9891 AE9891_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3548208800(NAD 83) AE9891_MARKER: DD = SURVEY DISK AE9891_SETTING: 30 = SET IN A LIGHT STRUCTURE AE9891_SP_SET: BUILDING CONCRETE PAD AE9891_STAMPING: 56 MDC 1974 8 AE9891_MARK LOGO: USGS AE9891_MAGNETIC: N = NO MAGNETIC MATERIAL AE9891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE9891+STABILITY: SURFACE MOTION AE9891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9891+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2002 AE9891 AE9891 HISTORY - Date Condition Report By AE9891 HISTORY - 1974 MONUMENTED USGS AE9891 HISTORY - 20020906 GOOD CADWR AE9891 AE9891 STATION DESCRIPTION AE9891 AE9891'DESCRIBED BY US GEOLOGICAL SURVEY 1974 (MDC) AE9891'THE STATION IS LOCATED ABOUT 10 MI (16.1 KM) NORTHWEST OF STOCKTON ON AE9891'THE SOUTHWEST SHORE OF RINDGE TRACT. TO REACH THE STATION FROM THE AE9891'INTERSTATE HIGHWAY 5/EIGHT MILE ROAD INTERCHANGE, GO WEST ON EIGHT AE9891'MILE ROAD FOR 2.4 MI (3.9 KM) TO RIO BLANCO ROAD. TURN LEFT AND GO AE9891'SOUTH FOR 1.0 MI (1.6 KM) TO A BEND IN THE ROAD AT PARADISE POINT AE9891'MARINA. CONTINUE EAST FOR 0.10 MI (0.16 KM) TO THE BRIDGE OVER AE9891'DISAPPOINTMENT SLOUGH TO RINDGE TRACT. TURN RIGHT (SOUTH) AND CROSS AE9891'THE BRIDGE, THEN TURN RIGHT (WEST) AND FOLLOW THE LEVEE ROAD FOR 6.6 AE9891'MI (10.6 KM) TO THE STATION ON THE LEFT. THE STATION IS A STANDARD AE9891'USGS BRASS CAP SET ON AN OLD CONCRETE FOUNDATION PAD ON THE NORTHEAST AE9891'SIDE OF THE LEVEE. IT IS ACROSS THE LEVEE ROAD FROM SOME OLD VERTICAL AE9891'PILINGS, WITH THE TOPS OF 4 PILINGS STILL AT LEVEE HEIGHT. THE STATION AE9891'IS ABOUT 154 FT (46.9 M) SOUTHEAST OF A SINGLE TALL COTTONWOOD TREE, AE9891'36.0 FT (11.0 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE PAD, 28.0 FT AE9891'(8.5 M) NORTHEAST OF CENTERLINE OF THE LEVEE ROAD, AND 4.6 FT (1.4 M) AE9891'SOUTHEAST OF A CARSONITE WITNESS POST. THE STATION WAS OCCUPIED AS AE9891'PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. AE9891 AE9891 STATION RECOVERY (2002) AE9891 AE9891'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9891'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL NOTES. AFTER AE9891'CROSSING THE BRIDGE TO RINDGE TRACT, TURN RIGHT AND DRIVE 0.7 MI WEST AE9891'ON THE LEVEE ROAD TO WHERE THE ROAD IS BLOCKED BY A PIPE GATE, WITH AE9891'ACCESS CONTROLLED BY RECLAMATION DISTRICT 2037. TURN LEFT AND DRIVE AE9891'SOUTH DOWN THE LEVEE TO THE ROAD EAST OF A DRAINAGE DITCH FOR 1.3 MI AE9891'TO WHERE THE ROAD TURNS LEFT. CONTINUE ON THE ROAD FOR 0.05 MI WHERE AE9891'THE ROAD TURNS RIGHT, RESUMING SOUTHWARD TRAVEL AND DRIVE 1.0 MI TO A AE9891'T-INTERSECTION AT THE LEVEE ROAD ON THE SOUTHERN SIDE OF THE ISLAND. AE9891'BEAR RIGHT AND DRIVE UPHILL SOUTHWESTERLY FOR 0.1MI AND DRIVE AE9891'WESTERLY ON THE LEVEE ROAD FOR 0.4 MI TO A LOCKED PIPE GATE. THE AE9891'STATION IS ABOUT 0.6 MI AHEAD TO THE WEST, ABOUT AN 8 TO 10 MINUTE AE9891'PACK. THE STATION WAS OBSERVED AS PART OF THE DWR DELTA 2002 AE9891'SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9895 *********************************************************************** AE9895 HT_MOD - This is a Height Modernization Survey Station. AE9895 TIDAL BM - This is a Tidal Bench Mark. AE9895 DESIGNATION - 941 4867 A TIDAL AE9895 PID - AE9895 AE9895 STATE/COUNTY- CA/SAN JOAQUIN AE9895 USGS QUAD - STOCKTON WEST (1987) AE9895 AE9895 *CURRENT SURVEY CONTROL AE9895 ___________________________________________________________________ AE9895* NAD 83(1998)- 37 56 11.24115(N) 121 20 05.13226(W) ADJUSTED AE9895* NAVD 88 - 6.12 (meters) 20.1 (feet) GPS OBS AE9895 ___________________________________________________________________ AE9895 EPOCH DATE - 2002.86 AE9895 X - -2,619,297.364 (meters) COMP AE9895 Y - -4,302,105.784 (meters) COMP AE9895 Z - 3,899,867.759 (meters) COMP AE9895 LAPLACE CORR- 2.72 (seconds) DEFLEC99 AE9895 ELLIP HEIGHT- -25.79 (meters) (10/28/05) GPS OBS AE9895 GEOID HEIGHT- -31.92 (meters) GEOID03 AE9895 AE9895 HORZ ORDER - FIRST AE9895 ELLP ORDER - FOURTH CLASS I AE9895 AE9895.The horizontal coordinates were established by GPS observations AE9895.and adjusted by the National Geodetic Survey in October 2005. AE9895.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9895.DATUM ITEM on the data sheet items page. AE9895.The horizontal coordinates are valid at the epoch date displayed above. AE9895.The epoch date for horizontal control is a decimal equivalence AE9895.of Year/Month/Day. AE9895 AE9895.The orthometric height was determined by GPS observations and a AE9895.high-resolution geoid model using precise GPS observation and AE9895.processing techniques. AE9895 AE9895.This Tidal Bench Mark is designated as VM 10575 AE9895.by the Center for Operational Oceanographic Products and Services. AE9895 AE9895.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9895 AE9895.The Laplace correction was computed from DEFLEC99 derived deflections. AE9895 AE9895.The ellipsoidal height was determined by GPS observations AE9895.and is referenced to NAD 83. AE9895 AE9895.The geoid height was determined by GEOID03. AE9895 AE9895; North East Units Scale Factor Converg. AE9895;SPC CA 3 - 659,747.329 1,926,623.633 MT 0.99993440 -0 30 39.8 AE9895;SPC CA 3 - 2,164,521.03 6,320,931.04 sFT 0.99993440 -0 30 39.8 AE9895;UTM 10 - 4,200,072.279 646,334.859 MT 0.99986375 +1 01 26.2 AE9895 AE9895! - Elev Factor x Scale Factor = Combined Factor AE9895!SPC CA 3 - 1.00000405 x 0.99993440 = 0.99993845 AE9895!UTM 10 - 1.00000405 x 0.99986375 = 0.99986780 AE9895 AE9895 SUPERSEDED SURVEY CONTROL AE9895 AE9895 NAD 83(1992)- 37 56 11.23909(N) 121 20 05.12919(W) AD(1997.30) B AE9895 ELLIP H (07/10/98) -25.80 (m) GP(1997.30) 4 1 AE9895 NAD 83(1992)- 37 56 11.23876(N) 121 20 05.12957(W) AD(1997.30) B AE9895 ELLIP H (05/14/98) -25.70 (m) GP(1997.30) 3 1 AE9895 AE9895.Superseded values are not recommended for survey control. AE9895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9895.See file dsdata.txt to determine how the superseded data were derived. AE9895 AE9895_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4633500072(NAD 83) AE9895_MARKER: DJ = TIDAL STATION DISK AE9895_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+) AE9895_STAMPING: 4867 A 1978 AE9895_MARK LOGO: NOS AE9895_PROJECTION: FLUSH AE9895_MAGNETIC: N = NO MAGNETIC MATERIAL AE9895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9895+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2004 AE9895_ROD/PIPE-DEPTH: 14.3 meters AE9895_SLEEVE-DEPTH : 0.1 meters AE9895 AE9895 HISTORY - Date Condition Report By AE9895 HISTORY - 1978 MONUMENTED NOS AE9895 HISTORY - 20020905 GOOD CADWR AE9895 HISTORY - 20040811 GOOD BESTOR AE9895 AE9895 STATION DESCRIPTION AE9895 AE9895'DESCRIBED BY NATIONAL OCEAN SERVICE 1978 AE9895'THE STATION IS ABOUT 2.6 MI (4.2 KM) WEST OF STOCKTON ON THE NORTHEAST AE9895'CORNER OF ROBERTS ISLAND, ON THE WEST BANK OF THE SAN JOAQUIN RIVER AE9895'JUST SOUTH OF THE BASCULE RAILROAD DRAWBRIDGE, IN THE NORTHEAST CORNER AE9895'OF THE CITY OF STOCKTON TERTIARY (SEWAGE TREATMENT) PLANT. ACCESS TO AE9895'THE STATION IS RESTRICTED. CONTACT JEFF CAMERON, SENIOR CIVIL AE9895'ENGINEER, DEPARTMENT OF MUNICIPAL UTILITIES, CITY OF STOCKTON DURING AE9895'BUSINESS HOURS M-F 8-5 AT (209) 937-8781 TO INQUIRE ABOUT ACCESS. TO AE9895'REACH THE OFFICE AT 2500 NAVY ROAD IN WEST STOCKTON, FROM THE AE9895'INTERSECTION OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 4 (CHARTER WAY) AE9895'IN STOCKTON, DRIVE WEST ON HIGHWAY 4 FOR 0.85 MI (1.37 KM) TO THE AE9895'INTERSECTION OF FRESNO AVENUE. TURN RIGHT AND GO NORTH ON FRESNO AE9895'AVENUE FOR 0.3 MI (0.5 KM) TO THE INTERSECTION OF NAVY ROAD. TURN AE9895'LEFT AND GO WEST FOR 0.8 MI (1.3 KM) TO THE DRIVEWAY ON THE LEFT FOR AE9895'THE CITY OF STOCKTON REGIONAL WASTE WATER CONTROL FACILITY. TO REACH AE9895'THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND STATE AE9895'HIGHWAY 4 (CHARTER WAY) IN STOCKTON, DRIVE WEST ON HIGHWAY 4 FOR 0.85 AE9895'MI (1.37 KM) TO THE INTERSECTION OF FRESNO AVENUE. CONTINUE WEST ON AE9895'HIGHWAY 4 FOR 1.75 MI (2.82 KM) TO THE INTERSECTION OF JOHN TURK ROAD, AE9895'A GATED SIDE ROAD RIGHT. TURN RIGHT AND GO NORTH ON JOHN TURK ROAD AE9895'FOR 0.55 MI (0.89 KM) TO A JOG IN THE ROAD, RIGHT. CONTINUE EAST AND AE9895'NORTH ACROSS THE RAILROAD TRACKS TO A T-INTERSECTION WITH DIABLO VIEW AE9895'ROAD. TURN RIGHT AND GO EAST ON DIABLO VIEW ROAD FOR 0.12 MI (0.19 AE9895'KM) TO A BEND IN THE MAIN ROAD, NORTH. CONTINUE EAST, NOW ON RECIR AE9895'ROAD, PAST THE ORANGE RAILINGS FOR 0.1 MI (0.2 KM) TO THE INTERSECTION AE9895'OF DIOXIDE DRIVE ON THE LEFT AND A GATED DIRT ROAD TO THE RIGHT AE9895'LEADING TO THE LEVEE. GO THROUGH THE LEVEE ROAD GATE AND TURN SOUTH AE9895'ONTO THE LEVEE TO A SECOND GATE. CONTINUE SOUTH FOR 0.1 MI (0.2 KM) AE9895'ACROSS THE RAILROAD TRACKS, THROUGH A THIRD GATE AND TO THE STATION ON AE9895'THE LEFT. THESE ARE BUSY MAIN-LINE RAILROAD TRACKS AND THERE ARE NO AE9895'WARNING DEVICES OR CROSSING ARMS. USE EXTREME CAUTION WHEN CROSSING AE9895'THESE TRACKS. THE STATION IS A BRASS DISK SET ON A DRIVEN ROD, INSIDE AE9895'IN A WHITE PVC PIPE SET IN CONCRETE FLUSH WITH THE SURFACE OF THE AE9895'LEVEE BANK, 218.8 FT (66.7 M) SOUTH OF THE SOUTH RAIL OF THE RAILROAD AE9895'TRACKS, 78.3 FT (23.9 M) SOUTH OF THE EAST GATEPOST OF THE THIRD GATE, AE9895'ABOUT 10 FT (3.0 M) EAST OF CENTERLINE AND ABOUT 2.0 FT (0.6 M) EAST AE9895'OF THE EAST EDGE OF THE LEVEE ROAD, 1.0 FT (0.3 M) SOUTH OF A AE9895'CARSONITE WITNESS POST, AND ABOUT 0.8 FT (0.2 M) BELOW THE LEVEL OF AE9895'THE ROAD. THE STATION IS 0.18 MI (0.29 KM) NORTH OF TIDAL STATION AE9895'4867 B, ALSO ON THE EAST SIDE OF THE LEVEE ROAD, WHOSE PVC PIPE IS AE9895'TILTED. THE STATION WAS OCCUPIED AS PART OF THE SAN AE9895'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. AE9895 AE9895 STATION RECOVERY (2002) AE9895 AE9895'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9895'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL NOTES. THE AE9895'STATION IS 11 FT SOUTH OF A 2-FT-DIA CORRUGATED METAL STANDPIPE WITH A AE9895'METAL SCREEN COVER AND FILLED IN WITH DIRT. AN ALTERNATE APPROACH AE9895'FROM THE WWTP OFFICE FOLLOWS. FROM THE ROAD (CLEARWATER WY) TO THE AE9895'OFFICE AT 2500 NAVY RD, DRIVE WEST ON CLEARWATER WAY FOR 0.1 MI TO A AE9895'DIRT TRACK WHICH BEARS LEFT JUST BEFORE (EAST OF) THE RAILROAD TRACKS AE9895'OVERCROSSING, AT THE WEST END OF THE PLANT PROPERTY, AND WHERE THE AE9895'ROAD CURVES RIGHT. CONTINUE WESTERLY FOR 0.3 MI TO THE END OF A POOR AE9895'DIRT TRACK ENDING AT THE BASCULE BRIDGE OVER SAN JOAQUIN RIVER. A AE9895'5-MINUTE PACK IS REQUIRED ACROSS THE RR BRIDGE THAT HAS NO CLEARANCE AE9895'FOR PEDESTRIANS WHEN IN USE AND WHICH IS USED OFTEN BY FREIGHT AND AE9895'PASSENGER TRAINS. THE STATION WAS OBSERVED AS PART OF THE DWR DELTA AE9895'2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. AE9895 AE9895 STATION RECOVERY (2004) AE9895 AE9895'RECOVERY NOTE BY BESTOR ENGINEERS INCORPORATED 2004 (SDT) AE9895'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9892 *********************************************************************** AE9892 HT_MOD - This is a Height Modernization Survey Station. AE9892 TIDAL BM - This is a Tidal Bench Mark. AE9892 DESIGNATION - 941 5004 B TIDAL AE9892 PID - AE9892 AE9892 STATE/COUNTY- CA/SAN JOAQUIN AE9892 USGS QUAD - HOLT (1994) AE9892 AE9892 *CURRENT SURVEY CONTROL AE9892 ___________________________________________________________________ AE9892* NAD 83(1998)- 37 59 07.74916(N) 121 23 35.50407(W) ADJUSTED AE9892* NAVD 88 - 5.29 (meters) 17.4 (feet) GPS OBS AE9892 ___________________________________________________________________ AE9892 EPOCH DATE - 2002.86 AE9892 X - -2,621,939.646 (meters) COMP AE9892 Y - -4,296,574.004 (meters) COMP AE9892 Z - 3,904,157.956 (meters) COMP AE9892 LAPLACE CORR- 3.57 (seconds) DEFLEC99 AE9892 ELLIP HEIGHT- -26.63 (meters) (10/28/05) GPS OBS AE9892 GEOID HEIGHT- -31.93 (meters) GEOID03 AE9892 AE9892 HORZ ORDER - FIRST AE9892 ELLP ORDER - FOURTH CLASS I AE9892 AE9892.The horizontal coordinates were established by GPS observations AE9892.and adjusted by the National Geodetic Survey in October 2005. AE9892.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9892.DATUM ITEM on the data sheet items page. AE9892.The horizontal coordinates are valid at the epoch date displayed above. AE9892.The epoch date for horizontal control is a decimal equivalence AE9892.of Year/Month/Day. AE9892 AE9892.The orthometric height was determined by GPS observations and a AE9892.high-resolution geoid model using precise GPS observation and AE9892.processing techniques. AE9892 AE9892.This Tidal Bench Mark is designated as VM 10584 AE9892.by the Center for Operational Oceanographic Products and Services. AE9892 AE9892.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9892 AE9892.The Laplace correction was computed from DEFLEC99 derived deflections. AE9892 AE9892.The ellipsoidal height was determined by GPS observations AE9892.and is referenced to NAD 83. AE9892 AE9892.The geoid height was determined by GEOID03. AE9892 AE9892; North East Units Scale Factor Converg. AE9892;SPC CA 3 - 665,236.275 1,921,539.069 MT 0.99993752 -0 32 48.6 AE9892;SPC CA 3 - 2,182,529.35 6,304,249.43 sFT 0.99993752 -0 32 48.6 AE9892;UTM 10 - 4,205,422.572 641,105.465 MT 0.99984523 +0 59 20.7 AE9892 AE9892! - Elev Factor x Scale Factor = Combined Factor AE9892!SPC CA 3 - 1.00000418 x 0.99993752 = 0.99994170 AE9892!UTM 10 - 1.00000418 x 0.99984523 = 0.99984941 AE9892 AE9892 SUPERSEDED SURVEY CONTROL AE9892 AE9892 NAD 83(1992)- 37 59 07.74756(N) 121 23 35.50054(W) AD(1997.30) 1 AE9892 ELLIP H (07/10/98) -26.65 (m) GP(1997.30) 4 1 AE9892 NAD 83(1992)- 37 59 07.74713(N) 121 23 35.50080(W) AD(1997.30) 1 AE9892 ELLIP H (05/14/98) -26.56 (m) GP(1997.30) 3 1 AE9892 AE9892.Superseded values are not recommended for survey control. AE9892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9892.See file dsdata.txt to determine how the superseded data were derived. AE9892 AE9892_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4110505423(NAD 83) AE9892_MARKER: DJ = TIDAL STATION DISK AE9892_SETTING: 58 = GALVANIZED STEEL ROD IN SLEEVE (10 FT.+) AE9892_STAMPING: 5004 B 1979 AE9892_MARK LOGO: NOS AE9892_PROJECTION: FLUSH AE9892_MAGNETIC: N = NO MAGNETIC MATERIAL AE9892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9892+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002 AE9892_ROD/PIPE-DEPTH: 10.0 meters AE9892_SLEEVE-DEPTH : 0.1 meters AE9892 AE9892 HISTORY - Date Condition Report By AE9892 HISTORY - 1979 MONUMENTED NOS AE9892 HISTORY - 20021101 GOOD CADWR AE9892 AE9892 STATION DESCRIPTION AE9892 AE9892'DESCRIBED BY NATIONAL OCEAN SERVICE 1979 AE9892'THE STATION IS LOCATED ABOUT 5.5 MI (8.9 KM) WEST-NORTHWEST FROM AE9892'STOCKTON ON THE NORTHEAST SHORE OF ROBERTS ISLAND. TO REACH THE AE9892'STATION FROM STATE HIGHWAY 4 AND INTERSTATE HIGHWAY 5 IN STOCKTON, AE9892'DRIVE WEST ON STATE HIGHWAY 4 (CHARTER WAY) FOR 5.5 MI (8.9 KM) TO THE AE9892'INTERSECTION OF INLAND DRIVE. TURN RIGHT AND GO NORTH ON INLAND DRIVE AE9892'FOR 2.15 MI (3.46 KM) TO THE INTERSECTION OF A SIDE ROAD RIGHT, JUST AE9892'PAST WHERE THE ROAD CURVES WEST (THE ROAD TO THE WEST BECOMES MCDONALD AE9892'ROAD) . TURN RIGHT ONTO THE CONTINUATION OF INLAND DRIVE AND GO NORTH AE9892'FOR 1.05 MI (1.69 KM) TO THE INTERSECTION OF HOUSE ROAD. TURN RIGHT AE9892'AND GO EAST FOR 0.5 MI (0.8 KM) TO A LOCKED GATE AND THE INTERSECTION AE9892'OF A DIRT FARM ROAD LEFT ON THE WEST SIDE OF A DRAINAGE DITCH. TURN AE9892'LEFT AND GO NORTH FOR 1.1 MI (1.8 KM) TO THE LEVEE ROAD ON THE AE9892'NORTHEAST SHORE OF ROBERTS ISLAND AND THE SOUTH BANK OF THE SAN AE9892'JOAQUIN RIVER. TURN RIGHT AND GO EAST FOR 0.1 MI (0.2 KM) TO THE AE9892'STATION ON THE RIGHT. THE STATION IS A TIDAL STATION BENCHMARK, SET AE9892'INSIDE OF A WHITE 6-INCH DIAMETER PVC PIPE, ABOUT 194 FT (59.1 M) EAST AE9892'OF A TRANSFORMER POWER POLE, ABOUT 111 FT (33.8 M) NORTH-NORTHEAST OF AE9892'A TALL POWERLINE RIVER-CROSSING TOWER, 52 FT (15.8 M) NORTH OF THE AE9892'NORTHEAST GUY WIRE BASE FOR THE TOWER, 35 FT (10.7 M) SOUTH OF THE AE9892'CENTERLINE OF THE LEVEE ROAD, 1 FT (0.3 M) NORTH OF A 2-FT HIGH WOODEN AE9892'4X4 WITNESS POST, 1 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST, AND AE9892'1 FT (0.3 M) NORTH OF THE SOUTH EDGE OF THE LEVEE. THE STATION WAS AE9892'OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA AE9892'GPS/VERTICAL PROJECT. AE9892 AE9892 STATION RECOVERY (2002) AE9892 AE9892'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9892'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL NOTES. THE FARM AE9892'ROAD ON THE EAST SIDE OF THE DRAINAGE DITCH MAY BE MORE PASSABLE, AS AE9892'IT PROVIDES ACCESS TO OVERHEAD POWER LINES. THE PVC PIPE SLEEVE AE9892'SURROUNDING THE MARK IS BROKEN OFF IRREGULARLY AND RISES 5-6 IN ABOVE AE9892'THE DISK. THE STATION IS ABOUT 100-125 FT EAST OF SJ254, AN ARMY AE9892'CORPS OF ENGINEERS PIPE BENCH MARK SET ON THE LANDWARD SHOULDER OF AE9892'THE LEVEE ROAD ALONG THE SAN JOAQUIN RIVER. THE STATION WAS OBSERVED AE9892'AS PART OF THE DWR DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION AE9892'SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9893 *********************************************************************** AE9893 HT_MOD - This is a Height Modernization Survey Station. AE9893 DESIGNATION - B95250 AE9893 PID - AE9893 AE9893 STATE/COUNTY- CA/SAN JOAQUIN AE9893 USGS QUAD - WOODWARD ISLAND (1978) AE9893 AE9893 *CURRENT SURVEY CONTROL AE9893 ___________________________________________________________________ AE9893* NAD 83(1998)- 37 58 11.80491(N) 121 34 17.87886(W) ADJUSTED AE9893* NAVD 88 - 2.55 (meters) 8.4 (feet) GPS OBS AE9893 ___________________________________________________________________ AE9893 EPOCH DATE - 2002.86 AE9893 X - -2,635,862.249 (meters) COMP AE9893 Y - -4,289,289.833 (meters) COMP AE9893 Z - 3,902,796.400 (meters) COMP AE9893 LAPLACE CORR- 2.42 (seconds) DEFLEC99 AE9893 ELLIP HEIGHT- -29.75 (meters) (10/28/05) GPS OBS AE9893 GEOID HEIGHT- -32.30 (meters) GEOID03 AE9893 AE9893 HORZ ORDER - FIRST AE9893 ELLP ORDER - FOURTH CLASS I AE9893 AE9893.The horizontal coordinates were established by GPS observations AE9893.and adjusted by the National Geodetic Survey in October 2005. AE9893.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9893.DATUM ITEM on the data sheet items page. AE9893.The horizontal coordinates are valid at the epoch date displayed above. AE9893.The epoch date for horizontal control is a decimal equivalence AE9893.of Year/Month/Day. AE9893 AE9893.The orthometric height was determined by GPS observations and a AE9893.high-resolution geoid model using precise GPS observation and AE9893.processing techniques. AE9893 AE9893.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9893 AE9893.The Laplace correction was computed from DEFLEC99 derived deflections. AE9893 AE9893.The ellipsoidal height was determined by GPS observations AE9893.and is referenced to NAD 83. AE9893 AE9893.The geoid height was determined by GEOID03. AE9893 AE9893; North East Units Scale Factor Converg. AE9893;SPC CA 3 - 663,676.154 1,905,845.476 MT 0.99993645 -0 39 21.9 AE9893;SPC CA 3 - 2,177,410.85 6,252,761.37 sFT 0.99993645 -0 39 21.9 AE9893;UTM 10 - 4,203,442.725 625,461.157 MT 0.99979387 +0 52 44.1 AE9893 AE9893! - Elev Factor x Scale Factor = Combined Factor AE9893!SPC CA 3 - 1.00000467 x 0.99993645 = 0.99994112 AE9893!UTM 10 - 1.00000467 x 0.99979387 = 0.99979854 AE9893 AE9893 SUPERSEDED SURVEY CONTROL AE9893 AE9893 NAD 83(1998)- 37 58 11.80455(N) 121 34 17.87763(W) AD(2000.86) B AE9893 ELLIP H (11/27/02) -29.73 (m) GP(2000.86) 4 1 AE9893 NAD 83(1992)- 37 58 11.80323(N) 121 34 17.87620(W) AD(1997.30) 1 AE9893 ELLIP H (07/10/98) -29.75 (m) GP(1997.30) 4 1 AE9893 NAD 83(1992)- 37 58 11.80283(N) 121 34 17.87651(W) AD(1997.30) 1 AE9893 ELLIP H (05/14/98) -29.67 (m) GP(1997.30) 3 1 AE9893 AE9893.Superseded values are not recommended for survey control. AE9893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9893.See file dsdata.txt to determine how the superseded data were derived. AE9893 AE9893_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2546103443(NAD 83) AE9893_MARKER: DB = BENCH MARK DISK AE9893_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL AE9893+WITH SETTING: INFORMATION. AE9893_STAMPING: B95250 AE9893_MARK LOGO: CADWR AE9893_PROJECTION: FLUSH AE9893_MAGNETIC: N = NO MAGNETIC MATERIAL AE9893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE9893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9893+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004 AE9893_ROD/PIPE-DEPTH: 1.50 meters AE9893 AE9893 HISTORY - Date Condition Report By AE9893 HISTORY - 1980 MONUMENTED CADWR AE9893 HISTORY - 20010116 GOOD FRAME AE9893 HISTORY - 20020905 GOOD CADWR AE9893 HISTORY - 20040819 GOOD BESTOR AE9893 AE9893 STATION DESCRIPTION AE9893 AE9893'DESCRIBED BY CA DEPT OF WATER RES 1980 AE9893'THE STATION IS ABOUT 15 MI (24.1 KM) WEST OF STOCKTON AND 7 MI (11.3 AE9893'KM) EAST-NORTHEAST OF BRENTWOOD. TO REACH THE STATION FROM THE AE9893'INTERSECTION OF INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 4 (CHARTER WAY) AE9893'IN STOCKTON, GO WEST ON HIGHWAY 4 FOR ABOUT 7.7 MI (12.4 KM) TO BACON AE9893'ISLAND ROAD, A SIDE ROAD RIGHT. TURN RIGHT ACROSS TRAPPER SLOUGH, AE9893'THEN IMMEDIATELY TURN LEFT (SOUTHWEST) AND FOLLOW BACON ISLAND ROAD AE9893'WEST ACROSS UPPER JONES TRACT, THEN NORTH ON THE WEST SIDE OF LOWER AE9893'JONES TRACT TO THE BRIDGE ACROSS THE MIDDLE RIVER TO BACON ISLAND. AE9893'CROSS THE BRIDGE, TURN RIGHT, AND GO NORTH FOR 1.4 MI (2.3 KM) TO A AE9893'SIDE ROAD LEFT MARKED BY A SIGN FOR KYSER FARMS PACKING FACILITIES. AE9893'TURN LEFT (WEST) AND GO 1.75 MI (2.82 KM) TO A DIRT SIDE ROAD RIGHT, AE9893'BEFORE REACHING THE WEST LEVEE AND JUST AFTER TWO LARGE ROUND STORAGE AE9893'TANKS ADJACENT TO THE ROAD. TURN RIGHT (NORTH) AND GO 0.2 MI (0.3 KM) AE9893'TO THE STATION ON THE LEFT, JUST PAST THE NORTH END OF THE PACKING AE9893'SHED ON THE LEVEE. THE STATION IS NEAR THE BASE OF THE EAST SIDE OF AE9893'THE LEVEE, 91.8 FT (28.0 M) NORTHEAST OF THE NORTHEAST CORNER OF THE AE9893'PACKING SHED, 85.1 FT (25.9 M) NORTH OF THE NORTH SIDE OF AN 18-INCH AE9893'DIAMETER STEEL PIPE EXTENDING SEVERAL EAST FROM UNDER THE ROAD, 81.8 AE9893'FT (24.9 M) EAST OF THE MOST SOUTHERLY OF THREE PEACH TREES, AND 71.6 AE9893'FT (21.8 M) NORTHEAST OF THE END OF A CONCRETE RETAINING WALL AT THE AE9893'EDGE OF THE SHED. THE STATION IS BETWEEN TWO WITNESS POSTS AND INSIDE AE9893'OF A WHITE PVC PIPE PROJECTING 3 INCHES ABOVE THE GROUND. THE STATION AE9893'WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA AE9893'GPS/VERTICAL PROJECT. AE9893 AE9893 STATION RECOVERY (2001) AE9893 AE9893'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2001 (JHF) AE9893'THE STATION WAS RECOVERED. A MINOR CHANGE IN THE TO REACH PORTION OF AE9893'THE DESCRIPTION FOLLOWS. TURN RIGHT ACROSS TRAPPER SLOUGH, THEN TAKE AE9893'AN IMMEDIATE TURN TO THE LEFT, SOUTHWEST, AND FOLLOW BACON ISLAND ROAD AE9893'WEST AND NORTH FOR 6.3 MI (10.1 KM) TO THE EBMUD PIPELINE CROSSING. AE9893'CONTINUE NORTH ON BACON ISLAND ROAD ALONG THE WEST SIDE OF LOWER JONES AE9893'TRACT FOR 1.5 MI (2.4 KM) TO THE BRIDGE ACROSS MIDDLE RIVER. CROSS AE9893'THE BRIDGE, TURN RIGHT AND GO NORTH ALONG BACON ISLAND ROAD FOR 1.4 MI AE9893'(2.3 KM) TO A SIDE ROAD LEFT AND A SIGN MARKED KYSER FARMS PACKING AE9893'FACILITIES. FOLLOW THE ORIGINAL DESCRIPTION TO THE STATION. AE9893 AE9893 STATION RECOVERY (2002) AE9893 AE9893'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9893'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL NOTES. THE AE9893'STATION IS NEAR THE CREST OF THE EAST SIDE OF THE LEVEE, AND THE DISK, AE9893'CRIMPED ON A COPPER-CLAD STEEL ROD, IS RECESSED 0.7 FT BELOW THE TOP AE9893'OF A GRAY 6-IN-DIA PVC PIPE WHICH PROJECTS 0.8 FT ABOVE THE GROUND. AE9893'THE PEACH TREES HAVE BEEN CUT DOWN. THE STATION WAS OBSERVED AS PART AE9893'OF THE DWR DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. AE9893 AE9893 STATION RECOVERY (2004) AE9893 AE9893'RECOVERY NOTE BY BESTOR ENGINEERS INCORPORATED 2004 (DT) AE9893'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9897 *********************************************************************** AE9897 HT_MOD - This is a Height Modernization Survey Station. AE9897 DESIGNATION - B95503 AE9897 PID - AE9897 AE9897 STATE/COUNTY- CA/SAN JOAQUIN AE9897 USGS QUAD - HOLT (1994) AE9897 AE9897 *CURRENT SURVEY CONTROL AE9897 ___________________________________________________________________ AE9897* NAD 83(1998)- 37 52 45.05476(N) 121 27 18.55386(W) ADJUSTED AE9897* NAVD 88 - 1.27 (meters) 4.2 (feet) GPS OBS AE9897 ___________________________________________________________________ AE9897 EPOCH DATE - 2002.86 AE9897 X - -2,630,367.562 (meters) COMP AE9897 Y - -4,299,920.734 (meters) COMP AE9897 Z - 3,894,848.867 (meters) COMP AE9897 LAPLACE CORR- 2.34 (seconds) DEFLEC99 AE9897 ELLIP HEIGHT- -30.92 (meters) (10/28/05) GPS OBS AE9897 GEOID HEIGHT- -32.20 (meters) GEOID03 AE9897 AE9897 HORZ ORDER - FIRST AE9897 ELLP ORDER - FOURTH CLASS I AE9897 AE9897.The horizontal coordinates were established by GPS observations AE9897.and adjusted by the National Geodetic Survey in October 2005. AE9897.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9897.DATUM ITEM on the data sheet items page. AE9897.The horizontal coordinates are valid at the epoch date displayed above. AE9897.The epoch date for horizontal control is a decimal equivalence AE9897.of Year/Month/Day. AE9897 AE9897.The orthometric height was determined by GPS observations and a AE9897.high-resolution geoid model using precise GPS observation and AE9897.processing techniques. AE9897 AE9897.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9897 AE9897.The Laplace correction was computed from DEFLEC99 derived deflections. AE9897 AE9897.The ellipsoidal height was determined by GPS observations AE9897.and is referenced to NAD 83. AE9897 AE9897.The geoid height was determined by GEOID03. AE9897 AE9897; North East Units Scale Factor Converg. AE9897;SPC CA 3 - 653,492.179 1,915,976.238 MT 0.99993167 -0 35 05.2 AE9897;SPC CA 3 - 2,143,998.92 6,285,998.71 sFT 0.99993167 -0 35 05.2 AE9897;UTM 10 - 4,193,534.871 635,859.674 MT 0.99982734 +0 56 55.2 AE9897 AE9897! - Elev Factor x Scale Factor = Combined Factor AE9897!SPC CA 3 - 1.00000485 x 0.99993167 = 0.99993652 AE9897!UTM 10 - 1.00000485 x 0.99982734 = 0.99983219 AE9897 AE9897 SUPERSEDED SURVEY CONTROL AE9897 AE9897 NAD 83(1992)- 37 52 45.05297(N) 121 27 18.55106(W) AD(1997.30) 1 AE9897 ELLIP H (07/10/98) -30.92 (m) GP(1997.30) 4 1 AE9897 NAD 83(1992)- 37 52 45.05261(N) 121 27 18.55140(W) AD(1997.30) 1 AE9897 ELLIP H (05/14/98) -30.83 (m) GP(1997.30) 3 1 AE9897 AE9897.Superseded values are not recommended for survey control. AE9897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9897.See file dsdata.txt to determine how the superseded data were derived. AE9897 AE9897_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG3586093535(NAD 83) AE9897_MARKER: DB = BENCH MARK DISK AE9897_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) AE9897_STAMPING: B95503 AE9897_MARK LOGO: CADWR AE9897_PROJECTION: RECESSED 10 CENTIMETERS AE9897_MAGNETIC: N = NO MAGNETIC MATERIAL AE9897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9897+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002 AE9897_ROD/PIPE-DEPTH: 10.0 meters AE9897 AE9897 HISTORY - Date Condition Report By AE9897 HISTORY - 1988 MONUMENTED CADWR AE9897 HISTORY - 20021101 GOOD CADWR AE9897 AE9897 STATION DESCRIPTION AE9897 AE9897'DESCRIBED BY CA DEPT OF WATER RES 1988 (WS) AE9897'THE STATION IS ON UNION ISLAND, ABOUT 11 MI (17.7 KM) SOUTHWEST OF AE9897'STOCKTON AND ABOUT 10.3 MI (16.6 KM) NORTH OF TRACY. TO REACH THE AE9897'STATION FROM THE INTERSECTION OF STATE HIGHWAY 4 AND TRACY BOULEVARD, AE9897'GO SOUTH ON TRACY BLVD FOR ABOUT 1.7 MI (2.7 KM) TO THE STATION ON THE AE9897'LEFT, ABOUT 880 FT (268.2 M) SOUTH OF THE BRIDGE OVER THE MIDDLE AE9897'RIVER. TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE AE9897'HIGHWAY 205 AND TRACY BOULEVARD, GO NORTH ON TRACY BLVD FOR ABOUT 6.6 AE9897'MI (10.6 KM) TO THE INTERSECTION OF HOWARD ROAD TO THE RIGHT. CONTINUE AE9897'NORTH ON TRACY BLVD FOR ABOUT 2.05 MI (3.30 KM) TO THE STATION ON THE AE9897'RIGHT. THE STATION IS A 2 1/4 INCH DWR BRASS CAP MONUMENT CRIMPED TO AE9897'THE TOP OF A COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL, SET 0.3 FT (0.1 AE9897'M) BELOW GROUND, INSIDE A 6-INCH DIAMETER GREY PVC PIPE PROJECTING 0.3 AE9897'FT (0.1 M) ABOVE GROUND. THE STATION IS ABOUT 880 FT (268.2 M) SOUTH AE9897'OF THE SOUTH END OF THE BRIDGE OVER THE MIDDLE RIVER, IN THE SOUTH END AE9897'OF AN ASPHALT CURB ON THE EAST SHOULDER OF TRACY BOULEVARD, 120 FT AE9897'(36.6 M) SOUTH OF A SIGN -NO PARKING ANY TIME-, 20.2 FT (6.2 M) EAST AE9897'OF THE ROAD CENTERLINE, 8 FT (2.4 M) NORTH OF A WHITE CARSONITE EDGE AE9897'OF ROAD MARKER, SET IN THE GROUND WITHIN THE RADIUS OF THE CURVED AE9897'ASPHALT DRAIN AT THE END OF THE CURB, 3.6 FT (1.1 M) NORTH OF AE9897'CENTERLINE OF THE DRAIN, 2.9 FT (0.9 M) EAST OF THE CURB, AND 1.0 FT AE9897'(0.3 M) SOUTH OF A CARSONITE WITNESS POST. THE STATION WAS OCCUPIED AE9897'AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL AE9897'PROJECT. AE9897 AE9897 STATION RECOVERY (2002) AE9897 AE9897'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9897'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR AE9897'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9884 *********************************************************************** AE9884 HT_MOD - This is a Height Modernization Survey Station. AE9884 DESIGNATION - BISHOP AE9884 PID - AE9884 AE9884 STATE/COUNTY- CA/SAN JOAQUIN AE9884 USGS QUAD - TERMINOUS (1993) AE9884 AE9884 *CURRENT SURVEY CONTROL AE9884 ___________________________________________________________________ AE9884* NAD 83(1998)- 38 02 36.92518(N) 121 25 00.60489(W) ADJUSTED AE9884* NAVD 88 - 4.18 (meters) 13.7 (feet) GPS OBS AE9884 ___________________________________________________________________ AE9884 EPOCH DATE - 2002.86 AE9884 X - -2,621,641.272 (meters) COMP AE9884 Y - -4,292,101.548 (meters) COMP AE9884 Z - 3,909,238.487 (meters) COMP AE9884 LAPLACE CORR- 4.11 (seconds) DEFLEC99 AE9884 ELLIP HEIGHT- -27.67 (meters) (10/28/05) GPS OBS AE9884 GEOID HEIGHT- -31.86 (meters) GEOID03 AE9884 AE9884 HORZ ORDER - FIRST AE9884 ELLP ORDER - FOURTH CLASS I AE9884 AE9884.The horizontal coordinates were established by GPS observations AE9884.and adjusted by the National Geodetic Survey in October 2005. AE9884.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9884.DATUM ITEM on the data sheet items page. AE9884.The horizontal coordinates are valid at the epoch date displayed above. AE9884.The epoch date for horizontal control is a decimal equivalence AE9884.of Year/Month/Day. AE9884 AE9884.The orthometric height was determined by GPS observations and a AE9884.high-resolution geoid model using precise GPS observation and AE9884.processing techniques. AE9884 AE9884.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9884 AE9884.The Laplace correction was computed from DEFLEC99 derived deflections. AE9884 AE9884.The ellipsoidal height was determined by GPS observations AE9884.and is referenced to NAD 83. AE9884 AE9884.The geoid height was determined by GEOID03. AE9884 AE9884; North East Units Scale Factor Converg. AE9884;SPC CA 3 - 671,705.064 1,919,525.783 MT 0.99994217 -0 33 40.7 AE9884;SPC CA 3 - 2,203,752.36 6,297,644.17 sFT 0.99994217 -0 33 40.7 AE9884;UTM 10 - 4,211,834.420 638,919.663 MT 0.99983769 +0 58 32.9 AE9884 AE9884! - Elev Factor x Scale Factor = Combined Factor AE9884!SPC CA 3 - 1.00000434 x 0.99994217 = 0.99994651 AE9884!UTM 10 - 1.00000434 x 0.99983769 = 0.99984203 AE9884 AE9884 SUPERSEDED SURVEY CONTROL AE9884 AE9884 NAD 83(1992)- 38 02 36.92331(N) 121 25 00.60269(W) AD(1997.30) 1 AE9884 ELLIP H (07/10/98) -27.66 (m) GP(1997.30) 4 1 AE9884 NAD 83(1992)- 38 02 36.92290(N) 121 25 00.60298(W) AD(1997.30) 1 AE9884 ELLIP H (05/14/98) -27.58 (m) GP(1997.30) 3 1 AE9884 AE9884.Superseded values are not recommended for survey control. AE9884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9884.See file dsdata.txt to determine how the superseded data were derived. AE9884 AE9884_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3892011834(NAD 83) AE9884_MARKER: DD = SURVEY DISK AE9884_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE9884_STAMPING: BISHOP 1997 AE9884_MARK LOGO: BOR AE9884_PROJECTION: FLUSH AE9884_MAGNETIC: N = NO MAGNETIC MATERIAL AE9884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9884+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002 AE9884_ROD/PIPE-DEPTH: 3.96 meters AE9884 AE9884 HISTORY - Date Condition Report By AE9884 HISTORY - 1997 MONUMENTED BOR AE9884 HISTORY - 20021101 GOOD CADWR AE9884 AE9884 STATION DESCRIPTION AE9884 AE9884'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9884'THE STATION IS ABOUT 9.3 MI (15.0 KM) NORTHWEST OF STOCKTON AND ABOUT AE9884'9.6 MI (15.4 KM) SOUTHWEST OF LODI, AT THE PARADISE POINT MARINA ON AE9884'THE SOUTHWEST CORNER OF BISHOP TRACT. TO REACH THE STATION FROM THE AE9884'INTERSECTION OF INTERSTATE HIGHWAY 5 AND EIGHT MILE ROAD, ABOUT 8.4 MI AE9884'(13.5 KM) NORTH OF STOCKTON, GO WEST ON EIGHT MILE ROAD FOR ABOUT 2.45 AE9884'MI (3.94 KM) TO THE INTERSECTION WITH RIO BLANCO ROAD. TURN LEFT AND AE9884'GO SOUTH ON RIO BLANCO ROAD FOR 1.0 MI (1.6 KM) TO THE PARADISE POINT AE9884'MARINA. BEAR LEFT AND FOLLOW THE MAIN ROAD EAST FOR ANOTHER 0.1 MI AE9884'(0.2 KM) TO THE STATION, NEAR THE NORTH END OF THE BRIDGE LEADING AE9884'SOUTH OVER DISAPPOINTMENT SLOUGH TO RINDGE TRACT. THE STATION IS A AE9884'2.5 INCH DIAMETER ALUMINUM ALLOY DOMED CAP WITH MAGNET, SET 0.25 FT AE9884'(0.08 M) BELOW GROUND, ATTACHED TO A ALUMINUM ALLOY ROD DRIVEN 13.0 FT AE9884'(4.0 M) TO REFUSAL, ENCASED IN A 4 INCH DIAMETER PVC PIPE FILLED WITH AE9884'SAND SET TO A DEPTH OF 4 FT (1.2 M) IN A 1 FT (0.3 M) DIAMETER AE9884'CONCRETE-FILLED HOLE 4 FT (1.2 M) DEEP. THE STATION IS IN LINE WITH AE9884'THE EAST CURBING OF THE BRIDGE, 46.5 FT (14.2 M) NORTHEAST OF THE AE9884'NORTHWEST CONCRETE CURB FOR THE BRIDGE RAILING, 39.7 FT (12.1 M) NORTH AE9884'OF A USGS BENCHMARK STAMPED -62 MDC 1974- SET IN THE NORTHEAST CURB OF AE9884'THE BRIDGE, 21.65 FT (6.60 M) SOUTH OF THE EXTENDED CENTERLINE OF THE AE9884'EAST-WEST PAVED ROAD, 11.4 FT (3.5 M) EAST OF THE EXTENDED CENTERLINE AE9884'OF THE BRIDGE, 9.45 FT (2.88 M) SOUTH-SOUTHEAST OF A 4X4 WOOD POST AND AE9884'SIGN -END OF COUNTY MAINTAINED ROAD- , 5.5 FT (1.7 M) WEST OF THE EDGE AE9884'OF THE LEVEE, 4.9 FT (1.5 M) EAST OF THE NORTHWEST LEG AND 2.9 FT (0.9 AE9884'M) EAST OF THE EAST LEG OF A METAL TRIPOD STAND FOR THE KEYPAD AE9884'EQUIPMENT TO OPERATE THE ELECTRONIC GATE AT THE BRIDGE. THE STATION AE9884'IS 0.5 FT (0.2 M) SOUTH OF A CARSONITE WITNESS POST EMBEDDED IN THE AE9884'CONCRETE MONUMENT. THE STATION WAS OCCUPIED AS PART OF THE SAN AE9884'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. AE9884 AE9884 STATION RECOVERY (2002) AE9884 AE9884'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9884'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR AE9884'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS1122 *********************************************************************** JS1122 HT_MOD - This is a Height Modernization Survey Station. JS1122 DESIGNATION - C 464 JS1122 PID - JS1122 JS1122 STATE/COUNTY- CA/SAN JOAQUIN JS1122 USGS QUAD - THORNTON (1978) JS1122 JS1122 *CURRENT SURVEY CONTROL JS1122 ___________________________________________________________________ JS1122* NAD 83(1998)- 38 07 57.21181(N) 121 23 55.34952(W) ADJUSTED JS1122* NAVD 88 - 3.70 (meters) 12.1 (feet) GPS OBS JS1122 ___________________________________________________________________ JS1122 EPOCH DATE - 2002.86 JS1122 X - -2,617,109.418 (meters) COMP JS1122 Y - -4,287,730.879 (meters) COMP JS1122 Z - 3,917,010.853 (meters) COMP JS1122 LAPLACE CORR- 4.66 (seconds) DEFLEC99 JS1122 ELLIP HEIGHT- -27.86 (meters) (10/28/05) GPS OBS JS1122 GEOID HEIGHT- -31.58 (meters) GEOID03 JS1122 JS1122 HORZ ORDER - FIRST JS1122 VERT ORDER - SECOND CLASS 0 (See Below) JS1122 ELLP ORDER - FOURTH CLASS I JS1122 JS1122.The horizontal coordinates were established by GPS observations JS1122.and adjusted by the National Geodetic Survey in October 2005. JS1122.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS1122.DATUM ITEM on the data sheet items page. JS1122.The horizontal coordinates are valid at the epoch date displayed above. JS1122.The epoch date for horizontal control is a decimal equivalence JS1122.of Year/Month/Day. JS1122 JS1122.The orthometric height was determined by GPS observations and a JS1122.high-resolution geoid model using precise GPS observation and JS1122.processing techniques. JS1122.The vertical order pertains to the NGVD 29 superseded value. JS1122 JS1122.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS1122 JS1122.The Laplace correction was computed from DEFLEC99 derived deflections. JS1122 JS1122.The ellipsoidal height was determined by GPS observations JS1122.and is referenced to NAD 83. JS1122 JS1122.The geoid height was determined by GEOID03. JS1122 JS1122; North East Units Scale Factor Converg. JS1122;SPC CA 3 - 681,563.987 1,921,211.595 MT 0.99995129 -0 33 00.8 JS1122;SPC CA 3 - 2,236,097.85 6,303,175.04 sFT 0.99995129 -0 33 00.8 JS1122;UTM 10 - 4,221,733.988 640,340.081 MT 0.99984257 +0 59 20.2 JS1122 JS1122! - Elev Factor x Scale Factor = Combined Factor JS1122!SPC CA 3 - 1.00000437 x 0.99995129 = 0.99995566 JS1122!UTM 10 - 1.00000437 x 0.99984257 = 0.99984694 JS1122 JS1122 SUPERSEDED SURVEY CONTROL JS1122 JS1122 NAD 83(1992)- 38 07 57.20995(N) 121 23 55.34685(W) AD(1997.30) 1 JS1122 ELLIP H (07/10/98) -27.86 (m) GP(1997.30) 4 1 JS1122 NAD 83(1992)- 38 07 57.20952(N) 121 23 55.34710(W) AD(1997.30) 1 JS1122 ELLIP H (05/14/98) -27.77 (m) GP(1997.30) 3 1 JS1122 NAD 83(1992)- 38 07 57.20768(N) 121 23 55.34355(W) AD(1991.35) 1 JS1122 ELLIP H (10/14/94) -27.78 (m) GP(1991.35) 4 2 JS1122 NGVD 29 (??/??/92) 2.902 (m) 9.52 (f) ADJ UNCH 2 0 JS1122 JS1122.Superseded values are not recommended for survey control. JS1122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1122.See file dsdata.txt to determine how the superseded data were derived. JS1122 JS1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4034021734(NAD 83) JS1122_MARKER: DB = BENCH MARK DISK JS1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT JS1122_STAMPING: C 464 1951 JS1122_MARK LOGO: CGS JS1122_MAGNETIC: N = NO MAGNETIC MATERIAL JS1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1122+STABILITY: SURFACE MOTION JS1122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1122+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002 JS1122 JS1122 HISTORY - Date Condition Report By JS1122 HISTORY - 1951 MONUMENTED CGS JS1122 HISTORY - 19931227 GOOD CADT JS1122 HISTORY - 19940112 GOOD CADT JS1122 HISTORY - 19970902 GOOD BOR JS1122 HISTORY - 20021101 GOOD CADWR JS1122 JS1122 STATION DESCRIPTION JS1122 JS1122'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 JS1122'6.8 MI S FROM THORNTON. JS1122'6.8 MILES SOUTH ALONG THORNTON ROAD FROM THE POST OFFICE AT JS1122'THORNTON, AND 1.1 MILES NORTH FROM THE LOCATION OF BENCH MARK JS1122'D 464 AND THE INTERSECTION OF STATE HIGHWAY 12, 0.35 MILES JS1122'SOUTH OF A T JUNCTION OF VICTOR ROAD, 0.2 MILES NORTH OF A POINT JS1122'WHERE A HIGH TENSION POWER LINE CROSSES THE ROAD, AT A PRIVATE JS1122'FARM ROAD CROSSING, 38 FEET WEST OF THE CENTER LINE OF THE JS1122'ROAD, 7.5 FEET NORTH OF THE NORTH END OF AN IRON GATE ACROSS THE JS1122'TRACK ROAD, 2 FEET SOUTH OF A WITNESS POST, 1.8 FEET EAST OF A JS1122'FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A JS1122'CONCRETE POST PROJECTING 0.4 FEET. JS1122 JS1122 STATION RECOVERY (1993) JS1122 JS1122'RECOVERY NOTE BY CALTRANS 1993 (DBS) JS1122'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. JS1122' JS1122'THE STATION IS LOCATED ON THE WEST SIDE OF THORNTON ROAD, ABOUT 14 MI JS1122'(22.5 KM) NORTH-NORTHWEST OF THE CITY OF STOCKTON, ABOUT 7 MI (11.3 JS1122'KM) WEST OF THE CITY OF LODI AND ABOUT 7 MI (11.3 KM) SOUTH OF THE JS1122'TOWN OF THORNTON. JS1122' JS1122'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 5 AND JS1122'STATE HIGHWAY 12, ABOUT 7 MI (11.3 KM) WEST OF LODI, GO EAST ON JS1122'HIGHWAY 12 FOR 0.15 MI (0.24 KM) TO THE INTERSECTION WITH THORNTON JS1122'ROAD. TURN LEFT AND GO NORTH ON THORNTON ROAD FOR 1.1 MI (1.8 KM) TO JS1122'THE STATION ON THE LEFT. JS1122' JS1122'THE STATION IS ABOUT 400 FT (121.9 M) NORTHWEST OF AND ACROSS THORNTON JS1122'ROAD FROM A POWER LINE TRANSMISSION TOWER ON THE EAST SIDE OF THORNTON JS1122'ROAD, ABOUT 50 FT (15.2 M) NORTH OF AN EXTENSION OF AN IRRIGATION JS1122'CANAL EAST OF THORNTON ROAD, 38.8 FT (11.8 M) WEST OF THE CENTERLINE JS1122'OF THORNTON ROAD, 22.5 FT (6.9 M) EAST OF THE INTERSTATE HIGHWAY 5 JS1122'RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST AND JS1122'LEVEL WITH THORNTON ROAD. JS1122' JS1122'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION JS1122'SURVEY. JS1122 JS1122 STATION RECOVERY (1994) JS1122 JS1122'RECOVERY NOTE BY CALTRANS 1994 (JCB) JS1122'RECOVERED AS DESCRIBED. JS1122 JS1122 STATION RECOVERY (1997) JS1122 JS1122'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS1122'THE STATION WAS RECOVERED AND SOME ADDITIONAL INFORMATION FOLLOWS. THE JS1122'STATION IS IN THE RIGHT-OF-WAY BETWEEN THORNTON ROAD AND THE R-O-W JS1122'FENCE SEPARATING INTERSTATE HIGHWAY 5 FROM THORNTON ROAD, 1.17 MI JS1122'(1.88 KM) NORTH OF THE STATE HIGHWAY 12 INTERCHANGE AND 0.93 MI (1.50 JS1122'KM) SOUTH OF THE TURNER ROAD INTERCHANGE. THORNTON ROAD CAN BE JS1122'ACCESSED FROM ALL DIRECTIONS AT BOTH INTERCHANGES. THE STATION IS 2.0 JS1122'FT (0.6 M) EAST OF A CARSONITE WITNESS POST. THE STATION WAS OCCUPIED JS1122'AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL JS1122'PROJECT. JS1122 JS1122 STATION RECOVERY (2002) JS1122 JS1122'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS1122'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS1122'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6893 *********************************************************************** DH6893 HT_MOD - This is a Height Modernization Survey Station. DH6893 DESIGNATION - CALPACK DH6893 PID - DH6893 DH6893 STATE/COUNTY- CA/SAN JOAQUIN DH6893 USGS QUAD - UNION ISLAND (1978) DH6893 DH6893 *CURRENT SURVEY CONTROL DH6893 ___________________________________________________________________ DH6893* NAD 83(1998)- 37 49 14.01434(N) 121 30 02.81180(W) ADJUSTED DH6893* NAVD 88 - 1.51 (meters) 5.0 (feet) GPS OBS DH6893 ___________________________________________________________________ DH6893 EPOCH DATE - 2002.86 DH6893 X - -2,635,877.132 (meters) COMP DH6893 Y - -4,301,228.929 (meters) COMP DH6893 Z - 3,889,711.181 (meters) COMP DH6893 LAPLACE CORR- 0.18 (seconds) DEFLEC99 DH6893 ELLIP HEIGHT- -30.72 (meters) (10/28/05) GPS OBS DH6893 GEOID HEIGHT- -32.24 (meters) GEOID03 DH6893 DH6893 HORZ ORDER - FIRST DH6893 ELLP ORDER - FOURTH CLASS I DH6893 DH6893.The horizontal coordinates were established by GPS observations DH6893.and adjusted by the National Geodetic Survey in October 2005. DH6893.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6893.DATUM ITEM on the data sheet items page. DH6893.The horizontal coordinates are valid at the epoch date displayed above. DH6893.The epoch date for horizontal control is a decimal equivalence DH6893.of Year/Month/Day. DH6893 DH6893.The orthometric height was determined by GPS observations and a DH6893.high-resolution geoid model using precise GPS observation and DH6893.processing techniques. DH6893 DH6893.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6893 DH6893.The Laplace correction was computed from DEFLEC99 derived deflections. DH6893 DH6893.The ellipsoidal height was determined by GPS observations DH6893.and is referenced to NAD 83. DH6893 DH6893.The geoid height was determined by GEOID03. DH6893 DH6893; North East Units Scale Factor Converg. DH6893;SPC CA 3 - 647,028.239 1,911,893.041 MT 0.99992991 -0 36 45.8 DH6893;SPC CA 3 - 2,122,791.81 6,272,602.42 sFT 0.99992991 -0 36 45.8 DH6893;UTM 10 - 4,186,964.744 631,951.272 MT 0.99981445 +0 55 10.0 DH6893 DH6893! - Elev Factor x Scale Factor = Combined Factor DH6893!SPC CA 3 - 1.00000482 x 0.99992991 = 0.99993473 DH6893!UTM 10 - 1.00000482 x 0.99981445 = 0.99981927 DH6893 DH6893 SUPERSEDED SURVEY CONTROL DH6893 DH6893.No superseded survey control is available for this station. DH6893 DH6893_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG3195186965(NAD 83) DH6893_MARKER: DD = SURVEY DISK DH6893_SETTING: 30 = SET IN A LIGHT STRUCTURE DH6893_SP_SET: CANAL HEADWALL DH6893_STAMPING: CALPACK 1998 DH6893_MARK LOGO: BOR DH6893_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6893+STABILITY: SURFACE MOTION DH6893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6893+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2002 DH6893 DH6893 HISTORY - Date Condition Report By DH6893 HISTORY - 1998 MONUMENTED BOR DH6893 HISTORY - 20021202 GOOD CADWR DH6893 DH6893 STATION DESCRIPTION DH6893 DH6893'DESCRIBED BY CA DEPT OF WATER RES 2002 (WLB) DH6893'THE STATION IS ABOUT 7 MI (11.3 KM) NORTHWEST OF TRACY, ON THE NORTH DH6893'SIDE OF GRANT LINE CANAL, IN THE SOUTHWEST PART OF UNION ISLAND. TO DH6893'REACH THE STATION FROM THE INTERSECTION OF TRACY BOULEVARD AND HOWARD DH6893'ROAD IN THE MIDDLE OF UNION ISLAND, NORTH OF TRACY, GO SOUTH ON TRACY DH6893'BLVD FOR 0.6 MI (1.0 KM) TO A SIDE ROAD RIGHT, CLIFTON COURT RD. DH6893'TURN RIGHT ON CLIFTON COURT RD AND GO WEST FOR 2.6 MI TO THE DH6893'INTERSECTION WITH CALPACK ROAD. TURN LEFT AND GO SOUTH 1.5 MI (2.4 DH6893'KM) ON A DIRT ROAD, ON THE WEST SIDE OF A SMALL IRRIGATION CANAL, TO DH6893'THE NORTH BANK OF GRANT LINE CANAL. TURN RIGHT AND GO WEST FOR ABOUT DH6893'200 FT (61.O M) TO THE STATION ON THE RIGHT. THE MARK IS A 2-IN-DIA DH6893'ALUMINUM ALLOY DOMED DISK WITH MAGNET, SET FLUSH IN THE TOP OF THE DH6893'SOUTHEAST CORNER OF A CONCRETE HEADWALL OF A SMALL IRRIGATION CANAL DH6893'STRUCTURE. THE CANAL EXTENDS NORTH FROM THE BASE OF THE NORTH LEVEE DH6893'OF GRANT LINE CANAL. MARK IS ABOUT 200 FT (61.O M) WEST OF THE DH6893'EXTENDED CENTERLINE OF CALPACK RD, 75 FT (22.9 M) NORTH OF THE CL OF DH6893'THE NORTH LEVEE RD, 72.2 FT (22.0 M) SOUTHWEST OF A POWER POLE WITH DH6893'TRANSFORMER, 19.0 FT (5.8 M) WEST OF A PUMP SERVICE POWER POLE AT THE DH6893'EAST END OF AN IRRIGATION CANAL HEADWALL, AND 3.5 FT (1.1 M) EAST OF DH6893'A CARSONITE WITNESS POST. THE STATION WAS OBSERVED AS PART OF THE DWR DH6893'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6911 *********************************************************************** DH6911 HT_MOD - This is a Height Modernization Survey Station. DH6911 DESIGNATION - CORP DH6911 PID - DH6911 DH6911 STATE/COUNTY- CA/SAN JOAQUIN DH6911 USGS QUAD - STOCKTON WEST (1987) DH6911 DH6911 *CURRENT SURVEY CONTROL DH6911 ___________________________________________________________________ DH6911* NAD 83(1998)- 37 56 05.96795(N) 121 17 45.20266(W) ADJUSTED DH6911* NAVD 88 - 2.85 (meters) 9.4 (feet) GPS OBS DH6911 ___________________________________________________________________ DH6911 EPOCH DATE - 2002.86 DH6911 X - -2,616,428.828 (meters) COMP DH6911 Y - -4,303,964.965 (meters) COMP DH6911 Z - 3,899,737.557 (meters) COMP DH6911 LAPLACE CORR- 2.59 (seconds) DEFLEC99 DH6911 ELLIP HEIGHT- -29.00 (meters) (10/28/05) GPS OBS DH6911 GEOID HEIGHT- -31.86 (meters) GEOID03 DH6911 DH6911 HORZ ORDER - FIRST DH6911 ELLP ORDER - FOURTH CLASS I DH6911 DH6911.The horizontal coordinates were established by GPS observations DH6911.and adjusted by the National Geodetic Survey in October 2005. DH6911.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6911.DATUM ITEM on the data sheet items page. DH6911.The horizontal coordinates are valid at the epoch date displayed above. DH6911.The epoch date for horizontal control is a decimal equivalence DH6911.of Year/Month/Day. DH6911 DH6911.The orthometric height was determined by GPS observations and a DH6911.high-resolution geoid model using precise GPS observation and DH6911.processing techniques. DH6911 DH6911.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6911 DH6911.The Laplace correction was computed from DEFLEC99 derived deflections. DH6911 DH6911.The ellipsoidal height was determined by GPS observations DH6911.and is referenced to NAD 83. DH6911 DH6911.The geoid height was determined by GEOID03. DH6911 DH6911; North East Units Scale Factor Converg. DH6911;SPC CA 3 - 659,554.996 1,930,038.830 MT 0.99993431 -0 29 14.2 DH6911;SPC CA 3 - 2,163,890.02 6,332,135.73 sFT 0.99993431 -0 29 14.2 DH6911;UTM 10 - 4,199,971.510 649,753.762 MT 0.99987622 +1 02 52.2 DH6911 DH6911! - Elev Factor x Scale Factor = Combined Factor DH6911!SPC CA 3 - 1.00000455 x 0.99993431 = 0.99993886 DH6911!UTM 10 - 1.00000455 x 0.99987622 = 0.99988077 DH6911 DH6911 SUPERSEDED SURVEY CONTROL DH6911 DH6911.No superseded survey control is available for this station. DH6911 DH6911_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG4975499972(NAD 83) DH6911_MARKER: DD = SURVEY DISK DH6911_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH6911_STAMPING: CORP LS3945 LS4334 DH6911_MARK LOGO: CA3770 DH6911_PROJECTION: FLUSH DH6911_MAGNETIC: N = NO MAGNETIC MATERIAL DH6911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6911+STABILITY: SURFACE MOTION DH6911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6911+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2002 DH6911 DH6911 HISTORY - Date Condition Report By DH6911 HISTORY - 1994 MONUMENTED CA3770 DH6911 HISTORY - 20021202 GOOD CADWR DH6911 DH6911 STATION DESCRIPTION DH6911 DH6911'DESCRIBED BY CA DEPT OF WATER RES 2002 (WLB) DH6911'STATION IS AT THE CITY OF STOCKTON CORPORATION YARD IN SOUTHWESTERN DH6911'STOCKTON. TO REACH FROM THE INTERSECTION OF INTERSTATE 5 AND CHARTER DH6911'WAY (HWY 4 WEST) EXIT IN STOCKTON, DRIVE EAST ON CHARTER WAY 0.2 MI DH6911'(0.3 KM) TO THE INTERSECTION OF LINCOLN ST, TURN RIGHT AND GO SOUTH DH6911'0.15 MI (0.24 M) ON LINCOLN ST TO THE ENTRANCE OF THE CITY OF DH6911'STOCKTON CORPORATION YARD ON THE RIGHT, TURN RIGHT AND GO WESTERLY 630 DH6911'FT (192.0 M) INTO THE YARD TO THE STATION. ACCESS TO THE STATION IS DH6911'RESTRICTED, CONTACT CITY SURVEYOR. THE MARK IS A 2.5-IN-DIA ALUMINUM DH6911'CAP ATTACHED TO THE TOP OF A 5/8-IN DIAMETER ROD DRIVEN TO REFUSAL, DH6911'IN A 5-IN ALUMINUM MONUMENT BOX WITH A SCREW LOCKING COVER. THE DH6911'STATION IS 666.75 FT (203.23 M) WEST OF NGS BM S 1413, 48.12 FT (14.67 DH6911'M) NORTH OF A LEAD PLUG WITH TACK IN TOP OF A CURB, 30 FEET (9.1 M) DH6911'SOUTH OF THE TRUCK WASH STRUCTURE, 39.96 FT (12.18 M) SOUTHEAST OF A DH6911'PUNCH MARK ON THE SOUTHWEST BOLT OF A YARD LIGHT BASE, AND 28.93 FT DH6911'(8.82 M) SOUTHWEST OF A PUNCH MARK ON THE SOUTHEAST BOLT OF A YARD DH6911'LIGHT BASE. THE STATION WAS OBSERVED AS PART OF THE DWR DELTA 2002 DH6911'SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9885 *********************************************************************** AE9885 HT_MOD - This is a Height Modernization Survey Station. AE9885 DESIGNATION - EMPIRE AE9885 PID - AE9885 AE9885 STATE/COUNTY- CA/SAN JOAQUIN AE9885 USGS QUAD - TERMINOUS (1993) AE9885 AE9885 *CURRENT SURVEY CONTROL AE9885 ___________________________________________________________________ AE9885* NAD 83(1998)- 38 02 36.83791(N) 121 29 51.03313(W) ADJUSTED AE9885* NAVD 88 - 1.56 (meters) 5.1 (feet) GPS OBS AE9885 ___________________________________________________________________ AE9885 EPOCH DATE - 2002.86 AE9885 X - -2,627,681.814 (meters) COMP AE9885 Y - -4,288,405.457 (meters) COMP AE9885 Z - 3,909,234.636 (meters) COMP AE9885 LAPLACE CORR- 4.45 (seconds) DEFLEC99 AE9885 ELLIP HEIGHT- -30.48 (meters) (10/28/05) GPS OBS AE9885 GEOID HEIGHT- -32.05 (meters) GEOID03 AE9885 AE9885 HORZ ORDER - FIRST AE9885 ELLP ORDER - FOURTH CLASS I AE9885 AE9885.The horizontal coordinates were established by GPS observations AE9885.and adjusted by the National Geodetic Survey in October 2005. AE9885.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9885.DATUM ITEM on the data sheet items page. AE9885.The horizontal coordinates are valid at the epoch date displayed above. AE9885.The epoch date for horizontal control is a decimal equivalence AE9885.of Year/Month/Day. AE9885 AE9885.The orthometric height was determined by GPS observations and a AE9885.high-resolution geoid model using precise GPS observation and AE9885.processing techniques. AE9885 AE9885.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9885 AE9885.The Laplace correction was computed from DEFLEC99 derived deflections. AE9885 AE9885.The ellipsoidal height was determined by GPS observations AE9885.and is referenced to NAD 83. AE9885 AE9885.The geoid height was determined by GEOID03. AE9885 AE9885; North East Units Scale Factor Converg. AE9885;SPC CA 3 - 671,774.798 1,912,444.890 MT 0.99994217 -0 36 38.5 AE9885;SPC CA 3 - 2,203,981.15 6,274,412.94 sFT 0.99994217 -0 36 38.5 AE9885;UTM 10 - 4,211,714.223 631,840.271 MT 0.99981408 +0 55 33.8 AE9885 AE9885! - Elev Factor x Scale Factor = Combined Factor AE9885!SPC CA 3 - 1.00000478 x 0.99994217 = 0.99994695 AE9885!UTM 10 - 1.00000478 x 0.99981408 = 0.99981886 AE9885 AE9885 SUPERSEDED SURVEY CONTROL AE9885 AE9885 NAD 83(1992)- 38 02 36.83633(N) 121 29 51.03047(W) AD(1997.30) 1 AE9885 ELLIP H (07/10/98) -30.46 (m) GP(1997.30) 4 1 AE9885 NAD 83(1992)- 38 02 36.83594(N) 121 29 51.03081(W) AD(1997.30) 1 AE9885 ELLIP H (05/14/98) -30.38 (m) GP(1997.30) 3 1 AE9885 AE9885.Superseded values are not recommended for survey control. AE9885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9885.See file dsdata.txt to determine how the superseded data were derived. AE9885 AE9885_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3184011714(NAD 83) AE9885_MARKER: DD = SURVEY DISK AE9885_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE9885_STAMPING: EMPIRE 1997 AE9885_MARK LOGO: BOR AE9885_PROJECTION: FLUSH AE9885_MAGNETIC: N = NO MAGNETIC MATERIAL AE9885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9885+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002 AE9885_ROD/PIPE-DEPTH: 4.90 meters AE9885 AE9885 HISTORY - Date Condition Report By AE9885 HISTORY - 1997 MONUMENTED BOR AE9885 HISTORY - 20021120 GOOD CADWR AE9885 AE9885 STATION DESCRIPTION AE9885 AE9885'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9885'THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF EMPIRE TRACT, ABOUT AE9885'14.2 MI (22.9 KM) SOUTHWEST OF LODI, ABOUT 13.6 MI (21.9 KM) NORTHWEST AE9885'OF STOCKTON, AND ABOUT 4.85 MI (7.81 KM) SOUTH OF TERMINOUS. TO REACH AE9885'THE STATION FROM THE INTERSTATE HIGHWAY 5/EIGHT MILE ROAD INTERCHANGE, AE9885'ABOUT 8 MI (12.9 KM) NORTH OF STOCKTON, GO WEST 6.9 MI (11.1 KM) ON AE9885'EIGHT MILE ROAD TO THE VENICE ISLAND FERRY. TURN LEFT (SOUTH) AND GO AE9885'1.3 MI (2.1 KM) ON EMPIRE TRACT ROAD TO A STEEL PIPE GATE AND THE AE9885'STATION ON THE LEFT (NORTH) . THE STATION IS A 2.5 INCH DIAMETER AE9885'ALUMINUM ALLOY DOMED CAP WITH MAGNET, SET 0.2 FT (0.1 M) BELOW GROUND, AE9885'ATTACHED TO AN ALUMINUM ALLOY ROD DRIVEN 13 FT (4.0 M) TO REFUSAL, AE9885'ENCASED IN A 4 INCH DIAMETER SAND-FILLED PVC PIPE SET TO A DEPTH OF 4 AE9885'FT (1.2 M) IN A 1 FT (0.3 M) DIAMETER CONCRETE-FILLED HOLE 4 FT (1.2 AE9885'M) DEEP. THE STATION IS ABOUT 250 FT (76.2 M) EAST OF CHANNEL LIGHT AE9885'11, 41.0 FT (12.5 M) NORTH OF THE CENTERLINE OF THE EAST-WEST LEVEE AE9885'ROAD, 32.0 FT (9.8 M) NORTH OF THE NORTH METAL GATEPOST, 5.0 FT (1.5 AE9885'M) FROM EACH OF THE 3RD AND 4TH STEEL FENCE POSTS NORTH OF THE NORTH AE9885'GATEPOST, 1.0 FT (0.3 M) WEST OF A STEEL FENCE, AND 1.0 FT (0.3 M) AE9885'SOUTH OF A CARSONITE WITNESS POST. THE STATION WAS OCCUPIED AS PART AE9885'OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. AE9885 AE9885 STATION RECOVERY (2002) AE9885 AE9885'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9885'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR AE9885'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS0455 *********************************************************************** HS0455 HT_MOD - This is a Height Modernization Survey Station. HS0455 DESIGNATION - F 192 RESET 1939 HS0455 PID - HS0455 HS0455 STATE/COUNTY- CA/SAN JOAQUIN HS0455 USGS QUAD - TRACY (1981) HS0455 HS0455 *CURRENT SURVEY CONTROL HS0455 ___________________________________________________________________ HS0455* NAD 83(1998)- 37 44 43.51665(N) 121 27 52.67640(W) ADJUSTED HS0455* NAVD 88 - 11.46 (meters) 37.6 (feet) GPS OBS HS0455 ___________________________________________________________________ HS0455 EPOCH DATE - 2002.86 HS0455 X - -2,635,834.070 (meters) COMP HS0455 Y - -4,307,256.083 (meters) COMP HS0455 Z - 3,883,126.123 (meters) COMP HS0455 LAPLACE CORR- -1.31 (seconds) DEFLEC99 HS0455 ELLIP HEIGHT- -20.69 (meters) (10/28/05) GPS OBS HS0455 GEOID HEIGHT- -32.16 (meters) GEOID03 HS0455 HS0455 HORZ ORDER - FIRST HS0455 VERT ORDER - FIRST CLASS II (See Below) HS0455 ELLP ORDER - FOURTH CLASS I HS0455 HS0455.The horizontal coordinates were established by GPS observations HS0455.and adjusted by the National Geodetic Survey in October 2005. HS0455.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS0455.DATUM ITEM on the data sheet items page. HS0455.The horizontal coordinates are valid at the epoch date displayed above. HS0455.The epoch date for horizontal control is a decimal equivalence HS0455.of Year/Month/Day. HS0455 HS0455.The orthometric height was determined by GPS observations and a HS0455.high-resolution geoid model using precise GPS observation and HS0455.processing techniques. HS0455.The vertical order pertains to the NGVD 29 superseded value. HS0455 HS0455.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS0455 HS0455.The Laplace correction was computed from DEFLEC99 derived deflections. HS0455 HS0455.The ellipsoidal height was determined by GPS observations HS0455.and is referenced to NAD 83. HS0455 HS0455.The geoid height was determined by GEOID03. HS0455 HS0455; North East Units Scale Factor Converg. HS0455;SPC CA 3 - 638,656.080 1,914,989.439 MT 0.99992918 -0 35 26.1 HS0455;SPC CA 3 - 2,095,324.16 6,282,761.18 sFT 0.99992918 -0 35 26.1 HS0455;UTM 10 - 4,178,679.232 635,269.943 MT 0.99982538 +0 56 24.1 HS0455 HS0455! - Elev Factor x Scale Factor = Combined Factor HS0455!SPC CA 3 - 1.00000325 x 0.99992918 = 0.99993243 HS0455!UTM 10 - 1.00000325 x 0.99982538 = 0.99982863 HS0455 HS0455 SUPERSEDED SURVEY CONTROL HS0455 HS0455 NAD 83(1992)- 37 44 43.51505(N) 121 27 52.67384(W) AD(1997.30) 1 HS0455 ELLIP H (07/10/98) -20.69 (m) GP(1997.30) 4 1 HS0455 NAD 83(1992)- 37 44 43.51472(N) 121 27 52.67421(W) AD(1997.30) 1 HS0455 ELLIP H (05/14/98) -20.60 (m) GP(1997.30) 3 1 HS0455 NGVD 29 (??/??/92) 10.671 (m) 35.01 (f) ADJ UNCH 1 2 HS0455 HS0455.Superseded values are not recommended for survey control. HS0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0455.See file dsdata.txt to determine how the superseded data were derived. HS0455 HS0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG3527078679(NAD 83) HS0455_MARKER: DB = BENCH MARK DISK HS0455_SETTING: 30 = SET IN A LIGHT STRUCTURE HS0455_SP_SET: CULVERT HEADWALL HS0455_STAMPING: F 192 1935 RESET 1939 HS0455_MARK LOGO: CGS HS0455_MAGNETIC: N = NO MAGNETIC MATERIAL HS0455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS0455+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002 HS0455 HS0455 HISTORY - Date Condition Report By HS0455 HISTORY - 1939 MONUMENTED CGS HS0455 HISTORY - 1958 GOOD NGS HS0455 HISTORY - 1967 GOOD NGS HS0455 HISTORY - 19970912 GOOD BOR HS0455 HISTORY - 20021101 GOOD CADWR HS0455 HS0455 STATION DESCRIPTION HS0455 HS0455'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 HS0455'2.2 MI NW FROM TRACY. HS0455'2.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS0455'FROM THE STATION AT TRACY, 112 FEET WEST AND ACROSS THE TRACK FROM HS0455'MILEPOLE 80, AT 24-INCH VITRIFIED CLAY PIPE CULVERT 79.96, HS0455'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEAD HS0455'WALL, 7.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 2 FEET HS0455'LOWER THAN THE TRACK. HS0455 HS0455 STATION RECOVERY (1967) HS0455 HS0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 HS0455'RECOVERED IN GOOD CONDITION. HS0455 HS0455 STATION RECOVERY (1997) HS0455 HS0455'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) HS0455'THE STATION WAS RECOVERED 2.2 MI (3.5 KM) NORTHWEST OF TRACY. A HS0455'COMPLETE NEW DESCRIPTION FOLLOWS. TO REACH THE STATION FROM THE HS0455'CENTERLINE INTERSECTION OF INTERSTATE HIGHWAY 205 AND GRANT LINE ROAD HS0455'IN TRACY, GO WEST ON GRANT LINE ROAD FOR 1.2 MI (1.9 KM) TO THE HS0455'DIAGONAL INTERSECTION OF THE BYRON HIGHWAY. MAKE A SHARP LEFT TURN HS0455'ONTO THE BYRON HIGHWAY AND GO SOUTHEAST FOR 1.2 MI (1.9 KM) TO HS0455'CALDRONS GENERAL STORE ON THE RIGHT AT 2650 BYRON HIGHWAY, AND THE HS0455'STATION ON THE LEFT. ALTERNATE ROUTE-- TO REACH FROM THE INTERSTATE HS0455'HIGHWAY 205/TRACY BOULEVARD INTERCHANGE, TRAVEL SOUTH ON TRACY BLVD HS0455'FOR 1.6 MI (2.6 KM) TO THE INTERSECTION OF 11TH STREET. TURN RIGHT HS0455'AND GO WEST ON 11TH STREET FOR ABOUT 0.68 MI (1.09 KM) TO THE HS0455'INTERSECTION OF BYRON ROAD ON THE RIGHT. BEAR RIGHT AND GO NORTHWEST HS0455'FOR ABOUT 1.05 MI (1.69 KM) TO THE STATION ON THE RIGHT OPPOSITE HS0455'CALDRONS GENERAL STORE. THE STATION IS A BENCH MARK DISK SET IN THE HS0455'TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE HEADWALL OF A HS0455'24-INCH CONCRETE PIPE CULVERT UNDER THE RAILROAD TRACKS, 7.5 FT (2.3 HS0455'M) SOUTHWEST OF THE SOUTHWEST RAIL, 1 FT (0.3 M) FROM THE END OF THE HS0455'HEADWALL, AND ABOUT 2 FT (0.6 M) LOWER THAN THE TRACKS. THE STATION HS0455'WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA HS0455'GPS/VERTICAL PROJECT. (RWK) HS0455 HS0455 STATION RECOVERY (2002) HS0455 HS0455'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) HS0455'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR HS0455'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9889 *********************************************************************** AE9889 HT_MOD - This is a Height Modernization Survey Station. AE9889 DESIGNATION - FINCK AE9889 PID - AE9889 AE9889 STATE/COUNTY- CA/SAN JOAQUIN AE9889 USGS QUAD - UNION ISLAND (1978) AE9889 AE9889 *CURRENT SURVEY CONTROL AE9889 ___________________________________________________________________ AE9889* NAD 83(1998)- 37 48 19.67937(N) 121 27 02.21264(W) ADJUSTED AE9889* NAVD 88 - 2.23 (meters) 7.3 (feet) GPS OBS AE9889 ___________________________________________________________________ AE9889 EPOCH DATE - 2002.86 AE9889 X - -2,632,646.284 (meters) COMP AE9889 Y - -4,304,411.846 (meters) COMP AE9889 Z - 3,888,388.196 (meters) COMP AE9889 LAPLACE CORR- 0.81 (seconds) DEFLEC99 AE9889 ELLIP HEIGHT- -29.97 (meters) (10/28/05) GPS OBS AE9889 GEOID HEIGHT- -32.21 (meters) GEOID03 AE9889 AE9889 HORZ ORDER - FIRST AE9889 ELLP ORDER - FOURTH CLASS I AE9889 AE9889.The horizontal coordinates were established by GPS observations AE9889.and adjusted by the National Geodetic Survey in October 2005. AE9889.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9889.DATUM ITEM on the data sheet items page. AE9889.The horizontal coordinates are valid at the epoch date displayed above. AE9889.The epoch date for horizontal control is a decimal equivalence AE9889.of Year/Month/Day. AE9889 AE9889.The orthometric height was determined by GPS observations and a AE9889.high-resolution geoid model using precise GPS observation and AE9889.processing techniques. AE9889 AE9889.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9889 AE9889.The Laplace correction was computed from DEFLEC99 derived deflections. AE9889 AE9889.The ellipsoidal height was determined by GPS observations AE9889.and is referenced to NAD 83. AE9889 AE9889.The geoid height was determined by GEOID03. AE9889 AE9889; North East Units Scale Factor Converg. AE9889;SPC CA 3 - 645,307.175 1,916,292.432 MT 0.99992963 -0 34 55.2 AE9889;SPC CA 3 - 2,117,145.29 6,287,036.09 sFT 0.99992963 -0 34 55.2 AE9889;UTM 10 - 4,185,362.089 636,394.625 MT 0.99982914 +0 56 59.6 AE9889 AE9889! - Elev Factor x Scale Factor = Combined Factor AE9889!SPC CA 3 - 1.00000470 x 0.99992963 = 0.99993433 AE9889!UTM 10 - 1.00000470 x 0.99982914 = 0.99983384 AE9889 AE9889 SUPERSEDED SURVEY CONTROL AE9889 AE9889 NAD 83(1992)- 37 48 19.67730(N) 121 27 02.20958(W) AD(1997.30) 1 AE9889 ELLIP H (07/10/98) -29.98 (m) GP(1997.30) 4 1 AE9889 NAD 83(1992)- 37 48 19.67697(N) 121 27 02.20995(W) AD(1997.30) 1 AE9889 ELLIP H (05/14/98) -29.89 (m) GP(1997.30) 3 1 AE9889 AE9889.Superseded values are not recommended for survey control. AE9889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9889.See file dsdata.txt to determine how the superseded data were derived. AE9889 AE9889_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG3639585362(NAD 83) AE9889_MARKER: DD = SURVEY DISK AE9889_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE9889_STAMPING: FINCK 1997 AE9889_MARK LOGO: BOR AE9889_PROJECTION: FLUSH AE9889_MAGNETIC: N = NO MAGNETIC MATERIAL AE9889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9889+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002 AE9889_ROD/PIPE-DEPTH: 3.05 meters AE9889 AE9889 HISTORY - Date Condition Report By AE9889 HISTORY - 1997 MONUMENTED BOR AE9889 HISTORY - 20021101 GOOD CADWR AE9889 AE9889 STATION DESCRIPTION AE9889 AE9889'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9889'THE STATION IS ABOUT 4.4 MI (7.1 KM) NORTH-NORTHWEST OF TRACY AND NEAR AE9889'THE TRACY BOULEVARD CROSSING OF THE OLD RIVER BRIDGE. TO REACH THE AE9889'STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 205 AND TRACY BLVD AE9889'ON THE NORTH SIDE OF TRACY, GO NORTH ON TRACY BLVD FOR 3.5 MI (5.6 KM) AE9889'TO THE OLD RIVER CROSSING. CONTINUE NORTH ON TRACY BLVD 0.05 MI (0.08 AE9889'KM) TO THE T-INTERSECTION OF FINCK ROAD, A SIDE ROAD LEFT. TURN LEFT AE9889'(WEST) AND GO 0.05 MI (0.08 KM) , PASSING SAMS MARKET ON THE LEFT AE9889'(SOUTH) SIDE OF THE ROAD, TO THE STATION ON THE RIGHT (NORTH) SIDE OF AE9889'THE ROAD. THE STATION IS A 2 1/2 INCH DIAMETER ALUMINUM ALLOY DOMED AE9889'CAP WITH MAGNET, SET 0.2 FT (0.1 M) BELOW GROUND, ATTACHED TO AN AE9889'ALUMINUM ALLOY ROD DRIVEN 10.0 FT (3.0 M) TO REFUSAL, ENCASED IN A AE9889'SAND FILLED 4-INCH DIAMETER PVC PIPE SET TO A DEPTH OF 4 FT (1.2 M) IN AE9889'A 1 FT (0.3 M) DIAMETER CONCRETE-FILLED HOLE 4 FT (1.2 M) DEEP. THE AE9889'STATION IS 286 FT (87.2 M) WEST OF THE CENTERLINE OF TRACY BLVD, 69.9 AE9889'FT (21.3 M) NORTHWEST OF AND ACROSS THE ROAD FROM A FADED ORANGE PIPE AE9889'WITNESS POST MARKING A REBAR PROPERTY CORNER MARKER, 20.3 FT (6.2 M) AE9889'NORTH OF THE CENTERLINE OF FINCK ROAD, 5.7 FT (1.7 M) SOUTH OF POWER AE9889'POLE 591 WHICH IS EAST OF A DIRT TRACK ROAD GOING NORTH FROM FINCK AE9889'ROAD TO THE NORTH SIDE OF A DRAINAGE CANAL PARALLELING THE ROAD. THE AE9889'STATION IS 2.0 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST. THE AE9889'STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA AE9889'GPS/VERTICAL PROJECT. (RWK) AE9889 AE9889 STATION RECOVERY (2002) AE9889 AE9889'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9889'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR AE9889'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS1497 *********************************************************************** JS1497 HT_MOD - This is a Height Modernization Survey Station. JS1497 DESIGNATION - H 17 USGS JS1497 PID - JS1497 JS1497 STATE/COUNTY- CA/SAN JOAQUIN JS1497 USGS QUAD - CLEMENTS (1993) JS1497 JS1497 *CURRENT SURVEY CONTROL JS1497 ___________________________________________________________________ JS1497* NAD 83(1998)- 38 08 53.74103(N) 121 04 40.41070(W) ADJUSTED JS1497* NAVD 88 - 58.30 (meters) 191.3 (feet) GPS OBS JS1497 ___________________________________________________________________ JS1497 EPOCH DATE - 2002.86 JS1497 X - -2,592,527.045 (meters) COMP JS1497 Y - -4,301,432.947 (meters) COMP JS1497 Z - 3,918,415.908 (meters) COMP JS1497 LAPLACE CORR- 4.11 (seconds) DEFLEC99 JS1497 ELLIP HEIGHT- 27.53 (meters) (10/28/05) GPS OBS JS1497 GEOID HEIGHT- -30.79 (meters) GEOID03 JS1497 JS1497 HORZ ORDER - FIRST JS1497 VERT ORDER - THIRD (See Below) JS1497 ELLP ORDER - FOURTH CLASS I JS1497 JS1497.The horizontal coordinates were established by GPS observations JS1497.and adjusted by the National Geodetic Survey in October 2005. JS1497.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS1497.DATUM ITEM on the data sheet items page. JS1497.The horizontal coordinates are valid at the epoch date displayed above. JS1497.The epoch date for horizontal control is a decimal equivalence JS1497.of Year/Month/Day. JS1497 JS1497.The orthometric height was determined by GPS observations and a JS1497.high-resolution geoid model using precise GPS observation and JS1497.processing techniques. JS1497.The vertical order pertains to the NGVD 29 superseded value. JS1497 JS1497.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS1497 JS1497.The Laplace correction was computed from DEFLEC99 derived deflections. JS1497 JS1497.The ellipsoidal height was determined by GPS observations JS1497.and is referenced to NAD 83. JS1497 JS1497.The geoid height was determined by GEOID03. JS1497 JS1497; North East Units Scale Factor Converg. JS1497;SPC CA 3 - 683,084.956 1,949,347.390 MT 0.99995315 -0 21 13.7 JS1497;SPC CA 3 - 2,241,087.89 6,395,483.90 sFT 0.99995315 -0 21 13.7 JS1497;UTM 10 - 4,224,010.540 668,423.202 MT 0.99994937 +1 11 15.2 JS1497 JS1497! - Elev Factor x Scale Factor = Combined Factor JS1497!SPC CA 3 - 0.99999568 x 0.99995315 = 0.99994883 JS1497!UTM 10 - 0.99999568 x 0.99994937 = 0.99994505 JS1497 JS1497 SUPERSEDED SURVEY CONTROL JS1497 JS1497 NAD 83(1992)- 38 08 53.73963(N) 121 04 40.40884(W) AD(1997.30) B JS1497 ELLIP H (07/10/98) 27.54 (m) GP(1997.30) 4 1 JS1497 NAD 83(1992)- 38 08 53.73928(N) 121 04 40.40923(W) AD(1997.30) B JS1497 ELLIP H (05/14/98) 27.63 (m) GP(1997.30) 3 1 JS1497 NGVD 29 (??/??/??) 57.59 (m) 188.9 (f) RESET 3 JS1497 JS1497.Superseded values are not recommended for survey control. JS1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1497.See file dsdata.txt to determine how the superseded data were derived. JS1497 JS1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH6842324011(NAD 83) JS1497_MARKER: DB = BENCH MARK DISK JS1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1497_SP_SET: SET IN TOP OF CONCRETE MONUMENT JS1497_STAMPING: H 17 1932 JS1497_MARK LOGO: USGS JS1497_MAGNETIC: N = NO MAGNETIC MATERIAL JS1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1497+STABILITY: SURFACE MOTION JS1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1497+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2002 JS1497 JS1497 HISTORY - Date Condition Report By JS1497 HISTORY - 1932 MONUMENTED USGS JS1497 HISTORY - 1963 GOOD NGS JS1497 HISTORY - 19971028 GOOD BOR JS1497 HISTORY - 20020626 GOOD NGS JS1497 HISTORY - 20021001 GOOD CADWR JS1497 JS1497 STATION DESCRIPTION JS1497 JS1497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 JS1497'3.7 MI S FROM CLEMENTS. JS1497'0.5 MILE EAST ALONG STATE HIGHWAY NO. 12 FROM THE POST OFFICE JS1497'AT CLEMENTS, THENCE 3.2 MILES SOUTH ALONG CLEMENTS ROAD, 90 JS1497'FEET NORTHWEST OF THE INTERSECTION OF BRANDT ROAD, 87 FEET NORTH JS1497'OF THE CENTER LINE OF BRANDT ROAD, 29 FEET WEST OF THE CENTER JS1497'LINE OF CLEMENTS ROAD, 0.7 FOOT EAST OF A FENCE, 1.5 FEET JS1497'SOUTHWEST OF A WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN THE JS1497'ROADS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT JS1497'ABOVE THE GROUND. JS1497 JS1497 STATION RECOVERY (1997) JS1497 JS1497'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS1497'THE STATION WAS RECOVERED AND A COMPLETE NEW DESCRIPTION FOLLOWS. THE JS1497'STATION IS ABOUT 17.8 MI (28.6 KM) NORTHEAST OF STOCKTON, 10.6 MI JS1497'(17.1 KM) EAST OF LODI, AND 3.1 MI (5.0 KM) SOUTH OF CLEMENTS. TO JS1497'REACH THE STATION FROM THE US POST OFFICE IN CLEMENTS, GO EAST ON JS1497'STATE HIGHWAYS 12 AND 88 FOR ABOUT 0.5 MI (0.8 KM) TO THE INTERSECTION JS1497'OF CLEMENTS ROAD TO THE RIGHT. TURN RIGHT AND GO SOUTH ON CLEMENTS JS1497'ROAD FOR 3.1 MI (5.0 KM) TO THE INTERSECTION OF BRANDT ROAD AND THE JS1497'STATION ON THE RIGHT (NORTHWEST QUADRANT) . TO REACH THE STATION FROM JS1497'THE INTERSECTION OF STATE HIGHWAYS 99 AND 12 NEAR LODI, TRAVEL EAST ON JS1497'STATE HIGHWAY 12 FOR ABOUT 5.2 MI (8.4 KM) TO THE INTERSECTION OF JS1497'STATE HIGHWAYS 88 AND 12. TURN LEFT AND GO NORTH FOR 0.6 MI (1.0 KM) JS1497'TO THE INTERSECTION OF BRANDT ROAD. TURN RIGHT AND GO EAST ON BRANDT JS1497'ROAD FOR 4.4 MI (7.1 KM) TO THE INTERSECTION OF CLEMENTS ROAD AND THE JS1497'STATION ON THE LEFT. THE STATION IS A USGS BENCH MARK DISK, SET IN JS1497'THE TOP OF A 10-INCH DIAMETER CONCRETE POST, 106.5 FT (32.5 M) JS1497'NORTHEAST OF A POWER POLE IN THE SAME QUADRANT AS THE STATION, 91.5 FT JS1497'(27.9 M) AT 324 DEGREES FROM THE SECTION CORNER 34/35/2/3 IN THE JS1497'CENTER OF THE INTERSECTION, ABOUT 87 FT (26.5 M) NORTH OF CENTERLINE JS1497'OF BRANDT ROAD, 64.6 FT (19.7 M) FROM A TRANSFORMER POWER POLE, 28.75 JS1497'FT (8.76 M) WEST OF CENTERLINE OF CLEMENTS ROAD, ABOUT 3.5 FT (1.1 M) JS1497'HIGHER THAN THE LEVEL OF THE ROAD, 0.7 FT (0.2 M) EAST OF A WIRE JS1497'FENCE, AND PROJECTING 0.3 FT (0.1 M) ABOVE THE GROUND. THE STATION JS1497'WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA JS1497'GPS/VERTICAL PROJECT. (RWK) JS1497 JS1497 STATION RECOVERY (2002) JS1497 JS1497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (MEI) JS1497'RECOVERED IN GOOD CONDITION. JS1497 JS1497 STATION RECOVERY (2002) JS1497 JS1497'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS1497'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS1497'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS4194 *********************************************************************** JS4194 HT_MOD - This is a Height Modernization Survey Station. JS4194 DESIGNATION - HARTE RESET JS4194 PID - JS4194 JS4194 STATE/COUNTY- CA/SAN JOAQUIN JS4194 USGS QUAD - LODI SOUTH (1976) JS4194 JS4194 *CURRENT SURVEY CONTROL JS4194 ___________________________________________________________________ JS4194* NAD 83(1998)- 38 03 28.22203(N) 121 21 18.12743(W) ADJUSTED JS4194* NAVD 88 - 3.69 (meters) 12.1 (feet) GPS OBS JS4194 ___________________________________________________________________ JS4194 EPOCH DATE - 2002.86 JS4194 X - -2,616,502.908 (meters) COMP JS4194 Y - -4,294,094.075 (meters) COMP JS4194 Z - 3,910,483.759 (meters) COMP JS4194 LAPLACE CORR- 3.85 (seconds) DEFLEC99 JS4194 ELLIP HEIGHT- -27.98 (meters) (10/28/05) GPS OBS JS4194 GEOID HEIGHT- -31.68 (meters) GEOID03 JS4194 JS4194 HORZ ORDER - FIRST JS4194 ELLP ORDER - FOURTH CLASS I JS4194 JS4194.The horizontal coordinates were established by GPS observations JS4194.and adjusted by the National Geodetic Survey in October 2005. JS4194.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS4194.DATUM ITEM on the data sheet items page. JS4194.The horizontal coordinates are valid at the epoch date displayed above. JS4194.The epoch date for horizontal control is a decimal equivalence JS4194.of Year/Month/Day. JS4194 JS4194.The orthometric height was determined by GPS observations and a JS4194.high-resolution geoid model using precise GPS observation and JS4194.processing techniques. JS4194 JS4194.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS4194 JS4194.The Laplace correction was computed from DEFLEC99 derived deflections. JS4194 JS4194.The ellipsoidal height was determined by GPS observations JS4194.and is referenced to NAD 83. JS4194 JS4194.The geoid height was determined by GEOID03. JS4194 JS4194; North East Units Scale Factor Converg. JS4194;SPC CA 3 - 673,235.173 1,924,964.445 MT 0.99994347 -0 31 24.5 JS4194;SPC CA 3 - 2,208,772.40 6,315,487.52 sFT 0.99994347 -0 31 24.5 JS4194;UTM 10 - 4,213,509.735 644,314.798 MT 0.99985651 +1 00 51.2 JS4194 JS4194! - Elev Factor x Scale Factor = Combined Factor JS4194!SPC CA 3 - 1.00000439 x 0.99994347 = 0.99994786 JS4194!UTM 10 - 1.00000439 x 0.99985651 = 0.99986090 JS4194 JS4194: Primary Azimuth Mark Grid Az JS4194:SPC CA 3 - BM 268 43 05.4 JS4194:UTM 10 - BM 267 10 49.7 JS4194 JS4194|---------------------------------------------------------------------| JS4194| PID Reference Object Distance Geod. Az | JS4194| dddmmss.s | JS4194| DB3743 HARTE RM 1 14.768 METERS 09042 | JS4194| JS4196 BENNETT 302.079 METERS 09605 | JS4194| DB3744 HARTE RM 2 11.518 METERS 18310 | JS4194| DB3742 HARTE AZ MK 2680829.6 | JS4194| DB4129 BM 2681140.9 | JS4194| DB3745 HARTE RM 3 10.374 METERS 27042 | JS4194|---------------------------------------------------------------------| JS4194 JS4194 SUPERSEDED SURVEY CONTROL JS4194 JS4194 NAD 83(1992)- 38 03 28.21939(N) 121 21 18.12468(W) AD(1997.30) 1 JS4194 ELLIP H (07/10/98) -27.99 (m) GP(1997.30) 4 1 JS4194 NAD 83(1992)- 38 03 28.21891(N) 121 21 18.12485(W) AD(1997.30) 1 JS4194 ELLIP H (05/14/98) -27.90 (m) GP(1997.30) 3 1 JS4194 NAD 83(1992)- 38 03 28.21457(N) 121 21 18.12089(W) AD(1991.35) 2 JS4194 NAD 83(1986)- 38 03 28.20878(N) 121 21 18.12484(W) AD(1984.00) 2 JS4194 NAD 27 - 38 03 28.49820(N) 121 21 14.30690(W) AD( ) 2 JS4194 NGVD 29 (07/19/86) 2.4 (m) 8. (f) VERT ANG JS4194 JS4194.Superseded values are not recommended for survey control. JS4194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS4194.See file dsdata.txt to determine how the superseded data were derived. JS4194 JS4194_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4431513510(NAD 83) JS4194_MARKER: DH = HORIZONTAL CONTROL DISK JS4194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS4194_SP_SET: TOP OF SQUARE CONCRETE MONUMENT JS4194_STAMPING: HARTE 1959 1974 JS4194_MARK LOGO: NGS JS4194_MAGNETIC: N = NO MAGNETIC MATERIAL JS4194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS4194+STABILITY: SURFACE MOTION JS4194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS4194+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2002 JS4194 JS4194 HISTORY - Date Condition Report By JS4194 HISTORY - 1974 MONUMENTED NGS JS4194 HISTORY - 1984 GOOD USPSQD JS4194 HISTORY - 19971030 GOOD BOR JS4194 HISTORY - 20021101 GOOD CADWR JS4194 JS4194 STATION DESCRIPTION JS4194 JS4194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974 (CLN) JS4194'REFERENCE MARK 1 WAS RECOVERED IN GOOD CONDITION BUT REFERENCE JS4194'MARK 2, THE AZIMUTH MARK, AND THE SURFACE STATION MARK WERE JS4194'DESTROYED DURING WIDENING AND REALIGNMENT OF EIGHT MILE ROAD. JS4194'THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION JS4194'2.2 FEET BELOW THE SURFACE OF THE GROUND. THE POINT WAS HELD, JS4194'THE MARK WAS REMOVED, AND A NEW UNDERGROUND STATION MARK AND A JS4194'NEW SURFACE STATION MARK WERE SET IN THE SAME EXACT POSITION ON JS4194'THIS DATE. REFERENCE MARK 3 WAS SET AND A NEW AZIMUTH MARK JS4194'WAS ESTABLISHED ON THIS DATE. A COMPLETE DESCRIPTION JS4194'FOLLOWS-- JS4194' JS4194'THE STATION IS LOCATED ON THE NORTH SIDE OF EIGHT MILE ROAD, JS4194'0.15 MILE WEST OF ITS JUNCTION WITH THORNTON ROAD AND IS JS4194'AIRLINE ABOUT 8 MILES NORTH-NORTHWEST OF STOCKTON AND 7 MILES JS4194'SOUTHWEST OF LODI. JS4194' JS4194'TO REACH THE STATION FROM THE CITY HALL AT LODI GO SOUTH ON JS4194'CHURCH STREET 1.3 MILES TO AN INTERSECTION. TURN RIGHT ONTO JS4194'STATE HIGHWAY 12 (KETTLEMAN LANE) AND GO WEST 6.5 MILES TO A JS4194'CROSS ROAD. TURN LEFT ONTO THORNTON ROAD AND GO SOUTHEAST 4.9 JS4194'MILES TO AN INTERSECTION. TURN RIGHT ONTO EIGHT MILE ROAD AND JS4194'GO WEST 0.15 MILE TO THE STATION SITE ON THE RIGHT. JS4194' JS4194'THE UNDERGROUND AND SURFACE STATION MARKS ARE NGS HORIZONTAL CONTROL JS4194'DISKS STAMPED HARTE 1959 1974. THE UNDERGROUND MARK IS SET JS4194'IN THE TOP OF A BLOCK OF CONCRETE IN HARDPAN 3.3 FEET BELOW THE JS4194'SURFACE OF THE GROUND. THE SURFACE MARK IS SET IN THE TOP OF A JS4194'12-INCH CONCRETE CYLINDER FLUSH WITH THE GROUND AND IS 39.7 FEET JS4194'NORTH OF THE CENTER LINE OF THE ROAD, 17.0 FEET WEST OF A JS4194'TELEPHONE POLE, 6 FEET SOUTH OF THE SOUTH EDGE OF A SMALL DITCH, JS4194'2.0 FEET NORTH OF A METAL WITNESS POST, AND ABOUT 1/2 JS4194'FOOT LOWER THAN THE ROAD. JS4194' JS4194'REFERENCE MARK 1 IS A C AND GS REFERENCE MARK DISK STAMPED JS4194'HARTE NO 1 1959 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST JS4194'0.7 FOOT BELOW THE SURFACE OF THE GROUND AND IS 39.2 FEET JS4194'NORTH OF THE CENTER LINE OF THE ROAD, 31.6 FEET EAST OF A JS4194'TELEPHONE POLE, 6 FEET SOUTH OF THE SOUTH EDGE OF A SMALL DITCH, JS4194'AND ABOUT 1 FOOT LOWER THAN THE ROAD. JS4194' JS4194'REFERENCE MARK 3 IS A NGS REFERENCE MARK DISK STAMPED HARTE JS4194'1959 NO 3 1974 SET IN THE TOP OF AN 11-INCH CONCRETE CYLINDER JS4194'PROJECTING 0.1 FOOT ABOVE THE GROUND AND IS 40.0 FEET NORTH OF THE JS4194'CENTER LINE OF THE ROAD, 6 FEET SOUTH OF THE SOUTH EDGE OF A SMALL JS4194'DITCH, 1.1 FEET NORTH OF A METAL WITNESS POST, AND ABOUT 1/2 JS4194'FOOT LOWER THAN THE ROAD. JS4194' JS4194'AZIMUTH MARK ESTABLISHED ON THIS DATE IS A SAN JOAQUIN COUNTY JS4194'3-1/2-INCH UNSTAMPED BENCH MARK DISK SET IN THE TOP OF A 7-INCH JS4194'CONCRETE CYLINDER PROJECTING 0.1 FOOT ABOVE THE GROUND AND IS JS4194'52.7 FEET EAST OF THE EAST GATE POST OF A METAL GATE, 38.1 FEET JS4194'SOUTH OF THE CENTER LINE OF EIGHT MILE ROAD, 2.4 FEET NORTH JS4194'OF A FENCE LINE, 1.3 FEET NORTH OF A WOODEN WITNESS POST, JS4194'AND ABOUT THE SAME ELEVATION AS THE ROAD. JS4194' JS4194'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST ON EIGHT JS4194'MILE ROAD 0.35 MILE TO THE MARK ON THE LEFT. JS4194' JS4194'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SOUTHWEST JS4194'OF LODI JS4194 JS4194 STATION RECOVERY (1984) JS4194 JS4194'RECOVERY NOTE BY US POWER SQUADRON 1984 (JEG) JS4194'HARTE FOUND GOOD. JS4194'WITNESS POST IS 2 FEET N OF BENCH MARK, COULD NOT LOCATE REF. POINT JS4194'1-2. LARGE PILES OF DIRT ON SOUTH BANK OF DITCH. THERE ARE NO JS4194'POWER POLES ON EITHER SIDE OF ROAD. AZIMUTH MARK HAS NO DISC. JS4194'TOP OF CONCRETE CYL, SHATTERED. JS4194 JS4194 STATION RECOVERY (1997) JS4194 JS4194'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS4194'THE STATION WAS RECOVERED AND SOME ADDITIONAL INFORMATION FOLLOWS. THE JS4194'STATION IS ABOUT 0.95 MI (1.53 KM) EAST OF THE INTERSTATE HIGHWAY JS4194'5/EIGHT MILE ROAD INTERCHANGE, ON THE NORTH SIDE OF THE ROAD, ABOUT 96 JS4194'FT (29.3 M) NORTH OF THE FACE OF THE SOUTH SIDEWALK/CURB OF EIGHT MILE JS4194'ROAD, 5 FT (1.5 M) SOUTH OF THE SOUTH EDGE OF A SMALL IRRIGATION JS4194'DITCH, 1.9 FT (0.6 M) SOUTH OF A METAL WITNESS POST AND A CARSONITE JS4194'WITNESS POST, AND FLUSH WITH THE GROUND. REFERENCE MARK NO 1 WAS JS4194'RECOVERED, BURIED 1.35 FT (0.41 M) BELOW THE SURFACE OF THE GROUND AND JS4194'5 FT (1.5 M) SOUTH OF THE SMALL DITCH, BUT NO TELEPHONE POLE. JS4194'REFERENCE MARK NO 3, WAS RECOVERED AS DESCRIBED, FLUSH WITH THE JS4194'GROUND, AND ABOUT 5 FT (1.5 M) SOUTH OF THE SMALL DITCH, BUT WITH NO JS4194'WITNESS POST. THE STATION WAS OCCUPIED AS PART OF THE SAN JS4194'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. JS4194 JS4194 STATION RECOVERY (2002) JS4194 JS4194'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS4194'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS4194'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS1244 *********************************************************************** JS1244 HT_MOD - This is a Height Modernization Survey Station. JS1244 TIDAL BM - This is a Tidal Bench Mark. JS1244 DESIGNATION - HOPE RM 3 JS1244 PID - JS1244 JS1244 STATE/COUNTY- CA/SAN JOAQUIN JS1244 USGS QUAD - THORNTON (1978) JS1244 JS1244 *CURRENT SURVEY CONTROL JS1244 ___________________________________________________________________ JS1244* NAD 83(1998)- 38 13 31.37221(N) 121 29 32.15645(W) ADJUSTED JS1244* NAVD 88 - 6.44 (meters) 21.1 (feet) GPS OBS JS1244 ___________________________________________________________________ JS1244 EPOCH DATE - 2002.86 JS1244 X - -2,620,781.549 (meters) COMP JS1244 Y - -4,278,022.944 (meters) COMP JS1244 Z - 3,925,111.725 (meters) COMP JS1244 LAPLACE CORR- 5.37 (seconds) DEFLEC99 JS1244 ELLIP HEIGHT- -25.15 (meters) (10/28/05) GPS OBS JS1244 GEOID HEIGHT- -31.61 (meters) GEOID03 JS1244 JS1244 HORZ ORDER - FIRST JS1244 VERT ORDER - FIRST CLASS II (See Below) JS1244 ELLP ORDER - FOURTH CLASS I JS1244 JS1244.The horizontal coordinates were established by GPS observations JS1244.and adjusted by the National Geodetic Survey in October 2005. JS1244.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS1244.DATUM ITEM on the data sheet items page. JS1244.The horizontal coordinates are valid at the epoch date displayed above. JS1244.The epoch date for horizontal control is a decimal equivalence JS1244.of Year/Month/Day. JS1244 JS1244.The orthometric height was determined by GPS observations and a JS1244.high-resolution geoid model using precise GPS observation and JS1244.processing techniques. JS1244.The vertical order pertains to the NGVD 29 superseded value. JS1244 JS1244.This Tidal Bench Mark is designated as VM 8685 JS1244.by the Center for Operational Oceanographic Products and Services. JS1244 JS1244.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS1244 JS1244.The Laplace correction was computed from DEFLEC99 derived deflections. JS1244 JS1244.The ellipsoidal height was determined by GPS observations JS1244.and is referenced to NAD 83. JS1244 JS1244.The geoid height was determined by GEOID03. JS1244 JS1244; North East Units Scale Factor Converg. JS1244;SPC CA 3 - 691,949.097 1,913,119.081 MT 0.99996337 -0 36 27.0 JS1244;SPC CA 3 - 2,270,169.66 6,276,624.85 sFT 0.99996337 -0 36 27.0 JS1244;UTM 10 - 4,231,896.573 631,972.492 MT 0.99981450 +0 55 59.0 JS1244 JS1244! - Elev Factor x Scale Factor = Combined Factor JS1244!SPC CA 3 - 1.00000395 x 0.99996337 = 0.99996732 JS1244!UTM 10 - 1.00000395 x 0.99981450 = 0.99981845 JS1244 JS1244: Primary Azimuth Mark Grid Az JS1244:SPC CA 3 - HOPE AZ MK 2 223 32 35.6 JS1244:UTM 10 - HOPE AZ MK 2 222 00 09.6 JS1244 JS1244|---------------------------------------------------------------------| JS1244| PID Reference Object Distance Geod. Az | JS1244| dddmmss.s | JS1244| JS4235 THORNTON CANNING CO TANK APPROX. 6.7 KM 0901410.6 | JS1244| DB3791 HOPE AZ MK 2 2225608.6 | JS1244| JS1243 HOPE 28.419 METERS 33435 | JS1244| JS1242 TIDAL 11 35611 | JS1244|---------------------------------------------------------------------| JS1244 JS1244 SUPERSEDED SURVEY CONTROL JS1244 JS1244 NAD 83(1992)- 38 13 31.37035(N) 121 29 32.14909(W) AD(1997.30) 1 JS1244 ELLIP H (07/10/98) -25.31 (m) GP(1997.30) 4 1 JS1244 NAD 83(1992)- 38 13 31.36994(N) 121 29 32.14943(W) AD(1997.30) 1 JS1244 ELLIP H (05/14/98) -25.22 (m) GP(1997.30) 3 1 JS1244 NAD 83(1992)- 38 13 31.36849(N) 121 29 32.14562(W) AD(1991.35) 1 JS1244 ELLIP H (10/14/94) -25.23 (m) GP(1991.35) 4 2 JS1244 NAD 83(1992)- 38 13 31.36694(N) 121 29 32.14258(W) AD(1991.35) 3 JS1244 NAD 83(1986)- 38 13 31.36293(N) 121 29 32.14558(W) AD(1984.00) 3 JS1244 NAD 27 - 38 13 31.66656(N) 121 29 28.31639(W) AD( ) 3 JS1244 NGVD 29 (??/??/92) 5.576 (m) 18.29 (f) ADJ UNCH 1 2 JS1244 JS1244.Superseded values are not recommended for survey control. JS1244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1244.See file dsdata.txt to determine how the superseded data were derived. JS1244 JS1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3197231897(NAD 83) JS1244_MARKER: DR = REFERENCE MARK DISK JS1244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1244_SP_SET: SET IN TOP OF CONCRETE MONUMENT JS1244_STAMPING: HOPE NO 3 1931 JS1244_MARK LOGO: CGS JS1244_MAGNETIC: N = NO MAGNETIC MATERIAL JS1244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1244+STABILITY: SURFACE MOTION JS1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1244+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002 JS1244 JS1244 HISTORY - Date Condition Report By JS1244 HISTORY - 1954 MONUMENTED CGS JS1244 HISTORY - 1970 GOOD NGS JS1244 HISTORY - 19940112 GOOD CADT JS1244 HISTORY - 19970829 GOOD BOR JS1244 HISTORY - 20021120 POOR CADWR JS1244 HISTORY - 20040810 POOR BESTOR JS1244 JS1244 STATION DESCRIPTION JS1244 JS1244'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 JS1244'REFERENCE MARK 3 IS A C AND GS REFERENCE MARK DISK STAMPED HOPE JS1244'NO 3 1931 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING JS1244'0.8 FOOT ABOVE THE GROUND AND IS 87.5 FEET SOUTH OF THE JS1244'CENTERLINE OF WALNUT GROVE-THORNTON ROAD, 70.8 FEET SOUTH OF THE JS1244'SOUTHWEST CORNER OF THE WEST CONCRETE ABUTMENT OF THE BRIDGE, 22 JS1244'FEET EAST OF THE CENTERLINE OF A LEVEE ROAD, 1.3 FEET NORTHWEST JS1244'OF A METAL WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE JS1244'STATION MARK. JS1244 JS1244 STATION RECOVERY (1970) JS1244 JS1244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 JS1244'2.4 MI SE FROM WALNUT GROVE. JS1244'2.4 MILES SOUTHEAST ALONG WALNUT GROVE-THORNTON ROAD FROM THE JS1244'POST OFFICE AT WALNUT GROVE, AT THE WEST END OF CONCRETE BRIDGE JS1244'NO. 1473 OVER THE SOUTH FORK MOKELUMNE RIVER, AT THE NORTH END JS1244'OF STATEN ISLAND, 93.2 FEET SOUTH-SOUTHEAST OF TRIANGULATION JS1244'STATION HOPE 1931 = TIDAL 7, 87.5 FEET SOUTH OF THE CENTERLINE JS1244'OF WALNUT GROVE-THORNTON ROAD, 70.8 FEET SOUTH OF THE SOUTHWEST JS1244'CORNER OF THE WEST CONCRETE ABUTMENT OF THE BRIDGE, 22 FEET EAST JS1244'OF THE CENTERLINE OF A LEVEE ROAD, 1.3 FEET NORTHWEST OF A JS1244'METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST JS1244'PROJECTING 0.8 FOOT ABOVE THE GROUND. JS1244 JS1244 STATION RECOVERY (1994) JS1244 JS1244'RECOVERY NOTE BY CALTRANS 1994 (DBS) JS1244'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. JS1244' JS1244'THE STATION IS LOCATED AT THE WEST END OF THE WALNUT GROVE ROAD BRIDGE JS1244'(NO. 1473) OVER THE SOUTH FORK OF THE MOKELUMNE RIVER, ABOUT 23 MI JS1244'(37.0 KM) NORTHWEST OF STOCKTON, ABOUT 3.5 MI (5.6 KM) WEST OF JS1244'THORNTON AND ABOUT 2 MI (3.2 KM) SOUTHEAST OF WALNUT GROVE. JS1244' JS1244'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND JS1244'WALNUT GROVE ROAD (THORNTON/WALNUT GROVE EXIT), ABOUT 21 MI (33.8 KM) JS1244'NORTH-NORTHWEST OF STOCKTON, GO WEST ON WALNUT GROVE ROAD FOR 3.35 MI JS1244'(5.39 KM) TO THE WEST END OF THE BRIDGE (NO. 1473) OVER THE SOUTH FORK JS1244'OF THE MOKELUMNE RIVER AND THE STATION ON THE LEFT. JS1244' JS1244'THE STATION IS IN THE TOP OF THE RIVER LEVEE, 87.5 FT (26.7 M) SOUTH JS1244'OF THE CENTERLINE OF WALNUT GROVE ROAD, 70.8 FT (21.6 M) SOUTH OF THE JS1244'SOUTHWEST CORNER OF THE WEST CONCRETE ABUTMENT OF THE BRIDGE, AND JS1244'PROJECTS 0.8 FT (0.2 M) ABOVE THE GROUND. JS1244' JS1244'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION JS1244'SURVEY. JS1244 JS1244 STATION RECOVERY (1997) JS1244 JS1244'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS1244'THE STATION WAS RECOVERED AND IS ABOUT 24.25 MI (39.03 KM) SOUTH OF JS1244'THE STATE CAPITOL IN SACRAMENTO. THE STATION IS NOW 2.4 FT (0.7 M) JS1244'NORTH-NORTHWEST OF A CARSONITE WITNESS POST, 4.4 FT (1.3 M) JS1244'NORTH-NORTHWEST OF A METAL T FENCE POST, AND PROJECTING 1.0 FT (0.3 M) JS1244'ABOVE THE GROUND. THE STATION WAS OCCUPIED AS PART OF THE SAN JS1244'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. JS1244 JS1244 STATION RECOVERY (2002) JS1244 JS1244'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 JS1244'RECOVERED AS DESCRIBED IN POOR CONDITION. STATION WAS INCLUDED THIS JS1244'TIME TO ACQUIRE DATA FOR COMPARISON WITH PREVIOUS (1997) HT MOD JS1244'SURVEY. THE STATION WAS OBSERVED AS PART OF THE DWR DELTA 2002 JS1244'SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS1244 JS1244 STATION RECOVERY (2004) JS1244 JS1244'RECOVERY NOTE BY BESTOR ENGINEERS INCORPORATED 2004 (SDT) JS1244'POINT FOUND UNSTABLE AND PROJECTING APPROXIMATELY 2 FEET ABOVE GROUND. JS1244' 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AA3811 *********************************************************************** AA3811 HT_MOD - This is a Height Modernization Survey Station. AA3811 FBN - This is a Federal Base Network Control Station. AA3811 DESIGNATION - HPGN CA 10 13 AA3811 PID - AA3811 AA3811 STATE/COUNTY- CA/SAN JOAQUIN AA3811 USGS QUAD - MIDWAY (1980) AA3811 AA3811 *CURRENT SURVEY CONTROL AA3811 ___________________________________________________________________ AA3811* NAD 83(1998)- 37 43 18.54418(N) 121 32 02.06367(W) ADJUSTED AA3811* NAVD 88 - 76.28 (meters) 250.3 (feet) GPS OBS AA3811 ___________________________________________________________________ AA3811 EPOCH DATE - 2002.86 AA3811 X - -2,641,905.281 (meters) COMP AA3811 Y - -4,305,476.363 (meters) COMP AA3811 Z - 3,881,093.981 (meters) COMP AA3811 LAPLACE CORR- -3.33 (seconds) DEFLEC99 AA3811 ELLIP HEIGHT- 44.27 (meters) (10/28/05) GPS OBS AA3811 GEOID HEIGHT- -32.01 (meters) GEOID03 AA3811 AA3811 HORZ ORDER - FIRST AA3811 ELLP ORDER - FOURTH CLASS I AA3811 AA3811.ITRF positions are available for this station. AA3811.The horizontal coordinates were established by GPS observations AA3811.and adjusted by the National Geodetic Survey in October 2005. AA3811.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AA3811.DATUM ITEM on the data sheet items page. AA3811.The horizontal coordinates are valid at the epoch date displayed above. AA3811.The epoch date for horizontal control is a decimal equivalence AA3811.of Year/Month/Day. AA3811 AA3811.The orthometric height was determined by GPS observations and a AA3811.high-resolution geoid model using precise GPS observation and AA3811.processing techniques. AA3811 AA3811.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA3811 AA3811.The Laplace correction was computed from DEFLEC99 derived deflections. AA3811 AA3811.The ellipsoidal height was determined by GPS observations AA3811.and is referenced to NAD 83. AA3811 AA3811.The geoid height was determined by GEOID03. AA3811 AA3811; North East Units Scale Factor Converg. AA3811;SPC CA 3 - 636,101.829 1,908,855.779 MT 0.99992931 -0 37 58.8 AA3811;SPC CA 3 - 2,086,944.08 6,262,637.67 sFT 0.99992931 -0 37 58.8 AA3811;UTM 10 - 4,175,962.393 629,207.375 MT 0.99980563 +0 53 49.6 AA3811 AA3811! - Elev Factor x Scale Factor = Combined Factor AA3811!SPC CA 3 - 0.99999305 x 0.99992931 = 0.99992236 AA3811!UTM 10 - 0.99999305 x 0.99980563 = 0.99979868 AA3811 AA3811 SUPERSEDED SURVEY CONTROL AA3811 AA3811 NAD 83(1998)- 37 43 18.54342(N) 121 32 02.06133(W) AD(1998.50) A AA3811 ELLIP H (04/06/00) 44.26 (m) GP(1998.50) 3 1 AA3811 NAD 83(1992)- 37 43 18.54294(N) 121 32 02.06023(W) AD(1997.30) B AA3811 ELLIP H (07/10/98) 44.26 (m) GP(1997.30) 4 1 AA3811 NAD 83(1992)- 37 43 18.54261(N) 121 32 02.06060(W) AD(1997.30) B AA3811 ELLIP H (05/14/98) 44.35 (m) GP(1997.30) 3 1 AA3811 NAD 83(1992)- 37 43 18.54079(N) 121 32 02.05657(W) AD(1991.35) B AA3811 ELLIP H (10/26/94) 44.32 (m) GP(1991.35) 2 1 AA3811 AA3811.Superseded values are not recommended for survey control. AA3811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA3811.See file dsdata.txt to determine how the superseded data were derived. AA3811 AA3811_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG2920775962(NAD 83) AA3811_MARKER: DD = SURVEY DISK AA3811_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) AA3811_STAMPING: HPGN-CALIF. STA. 10-13 1992 AA3811_MARK LOGO: CADT AA3811_PROJECTION: FLUSH AA3811_MAGNETIC: N = NO MAGNETIC MATERIAL AA3811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA3811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA3811+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002 AA3811_ROD/PIPE-DEPTH: 4.57 meters AA3811_SLEEVE-DEPTH : 0.69 meters AA3811 AA3811 HISTORY - Date Condition Report By AA3811 HISTORY - 1992 MONUMENTED CADT AA3811 HISTORY - 19921105 GOOD CADT AA3811 HISTORY - 19931022 GOOD CADT AA3811 HISTORY - 19931201 GOOD CADT AA3811 HISTORY - 19940209 GOOD NGS AA3811 HISTORY - 19970812 GOOD USGS AA3811 HISTORY - 19980420 GOOD NGS AA3811 HISTORY - 20000622 GOOD NGS AA3811 HISTORY - 20020905 GOOD CADWR AA3811 AA3811 STATION DESCRIPTION AA3811 AA3811'DESCRIBED BY CALTRANS 1992 (JCF) AA3811'THE STATION IS LOCATED ABOUT 15 MI (24.1 KM) SOUTHWEST OF STOCKTON AND AA3811'ABOUT 6 MI (9.7 KM) WEST OF TRACY. IT IS WEST OF PATTERSON PASS ROAD AA3811'ABOUT MIDWAY BETWEEN INTERSTATE 580 AND SCHULTE ROAD. AA3811' AA3811'TO REACH THE STATION FROM THE INTERSECTION OF SCHULTE ROAD AND AA3811'PATTERSON PASS ROAD GO SOUTH ON PATTERSON PASS ROAD FOR ABOUT 0.1 MI AA3811'(0.2 KM) TO A SIDE ROAD RIGHT, THE ACCESS ROAD FOR THE CALIFORNIA AA3811'AQUEDUCT. (NOTE THAT THE ACCESS ROAD CAN ONLY BE REACHED FROM THE AA3811'SOUTHBOUND LANES OF PATTERSON PASS ROAD.) TURN RIGHT ON THE ACCESS AA3811'ROAD AND GO WEST FOR ABOUT 150 FT (45.7 M) TO A LOCKED GATE. CONTINUE AA3811'WEST THROUGH THE GATE FOR ABOUT 225 FT (68.6 M) TO THE STATION ON THE AA3811'RIGHT. AA3811' AA3811'THE STATION IS 73 FT (22.3 M) NORTH OF THE CENTERLINE OF THE ACCESS AA3811'ROAD (WHICH PARALLELS THE NORTH BANK OF THE AQUEDUCT), 64 FT (19.5 M) AA3811'NORTHWEST OF THE NORTHWEST CORNER OF A U-SHAPED CONCRETE CULVERT AA3811'CASING, 54 FT (16.5 M) WEST OF THE CENTERLINE OF A DRAINAGE DITCH AND AA3811'3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST. THE STATION IS ALSO AA3811'72.5 FT (22.1 M) NORTHWEST OF A CALIFORNIA DEPARTMENT OF WATER AA3811'RESOURCES DISK SET IN A RECTANGULAR CONCRETE ABUTMENT SET INSIDE THE AA3811'U-SHAPED CULVERT CASING. THE CDWR DISK IS STAMPED MI 11.6 1967. AA3811' AA3811'CONTACT SHOULD BE MADE WITH THE CALIFORNIA DEPARTMENT OF WATER AA3811'RESOURCES OR WITH THE CALIFORNIA DEPARTMENT OF TRANSPORTATION/SURVEYS AA3811'OFFICE IN STOCKTON FOR THE KEY TO THE LOCKED GATE INDICATED ABOVE. AA3811 AA3811 STATION RECOVERY (1993) AA3811 AA3811'RECOVERY NOTE BY CALTRANS 1993 (DAN) AA3811'THE STATION WAS RECOVERED AS DESCRIBED. AA3811 AA3811 STATION RECOVERY (1993) AA3811 AA3811'RECOVERY NOTE BY CALTRANS 1993 (PDG) AA3811'RECOVERED AS DESCRIBED. AA3811 AA3811 STATION RECOVERY (1994) AA3811 AA3811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) AA3811'THE STATION IS LOCATED ABOUT 25 KM (15.5 MI) SOUTHWEST OF STOCKTON AND AA3811'10 KM (6.2 MI) WEST OF TRACY. OWNERSHIP--CALIFORNIA DEPARTMENT OF AA3811'TRANSPORTATION. CONTACT CALTRANS SURVEYS OFFICE IN STOCKTON OR AA3811'CALIFORNIA DEPT OF WATER RESOURCES FOR KEY TO LOCKED GATE (NO NUMBER AA3811'PROVIDED). TO REACH FROM THE INTERSECTION OF SCHULTE AND PATTERSON AA3811'PASS ROAD, GO SOUTH ON PATTERSON PASS ROAD FOR 0.2 KM (0.1 MI) TO A AA3811'ROAD RIGHT, THE ACCESS ROAD TO THE CALIFORNIA AQUEDUCT (NOTE-THIS AA3811'ACCESS ROAD CAN ONLY BE REACHED FROM THE SOUTHBOUND LANES OF PATTERSON AA3811'PASS ROAD). TURN RIGHT, WEST, ON ACCESS ROAD FOR ABOUT 45 M (147.6 FT) AA3811'TO A LOCKED GATE. PASS THROUGH GATE, WEST, FOR 70 M (229.7 FT) TO THE AA3811'STATION ON THE RIGHT. STATION MARK IS A CADT SURVEY DISK ATOP AN AA3811'ALUMINUM ALLOY ROD ENCASED IN A PIPE WITH LOGO CAP SURROUNDED BY AA3811'CONCRETE SET FLUSH WITH THE GROUND. IT IS 22.3 M (73.2 FT) NORTH OF AA3811'THE CENTER OF THE ACCESS ROAD, 22.1 M (72.5 FT) NORTHWEST OF A AA3811'CALIFORNIA DEPARTMENT OF WATER RESOURCES DISK STAMPED---MI 11.6 1967, AA3811'19.5 M (64.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF OF A U-SHPAED AA3811'CONCRETE CULVERT CASING, 16.5 M (54.1 FT) WEST OF A DRAINAGE DITCH, AA3811'AND 0.9 M (3.0 FT) SOUTH OF A FIBERGLASS WITNESS POST. AA3811 AA3811 STATION RECOVERY (1997) AA3811 AA3811'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1997 (MEI) AA3811'THE STATION WAS RECOVERED AND OCCUPIED AS PART OF THE SAN AA3811'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. AA3811 AA3811 STATION RECOVERY (1998) AA3811 AA3811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) AA3811'THE STATION IS LOCATED ABOUT 24.1 KM (14.95 MI) SOUTHWEST OF STOCKTON, AA3811'9.7 KM (6.00 MI) WEST OF TRACY, ABOUT MIDWAY BETWEEN INTERSTATE AA3811'HIGHWAY 580 AND SCHULTE ROAD, NEAR THE NORTH SIDE OF THE AQUEDUCT AA3811'NORTH ACCESS ROAD. OWNERSHIP--CALIFORNIA DEPARTMENT OF WATER AA3811'RESOURCES. FOR KEY TO LOCKED GATE, CONTACT DON DONOFRIO, NGS, C/O AA3811'CALIFORNIA DEPARTMENT OF TRANSPORTATION, PO BOX 942874, MS 35, AA3811'SACRAMENTO CA 94274-0001, PHONE 916-227-7325, FAX 227-7670. TO REACH AA3811'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 580 AND PATTERSON AA3811'PASS ROAD EXIT, ABOUT 9.7 KM (6.00 MI) SOUTHWEST OF TRACY, GO NORTH AA3811'(STAYING IN LEFT LANE) FOR 0.4 KM (0.25 MI) ON PATTERSON PASS ROAD TO AA3811'THE INTERSECTION OF SCHULTE ROAD. MAKE A U-TURN AND GO SOUTH FOR AA3811'ABOUT 0.2 KM (0.10 MI) ON PATTERSON PASS ROAD TO THE NORTH ACCESS ROAD AA3811'FOR THE CALIFORNIA AQUEDUCT ON THE RIGHT. TURN RIGHT, WEST FOR ABOUT AA3811'45.7 M (149.9 FT) ON THE ACCESS ROAD TO A LOCKED GATE. CONTINUE WEST AA3811'THROUGH GATE FOR ABOUT 68.6 M (225.1 FT) TO THE STATION ON THE RIGHT. AA3811'LOCATED 22.3 M (73.2 FT) NORTH OF THE CENTER OF ACCESS ROAD, 19.5 M AA3811'(64.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF A U-SHAPED CONCRETE AA3811'CULVERT CASING, 16.5 M (54.1 FT) WEST OF THE CENTER OF DRAINAGE DITCH AA3811'AND 0.9 M (3.0 FT) SOUTH OF A FIBERGLASS WITNESS POST. AA3811 AA3811 STATION RECOVERY (2000) AA3811 AA3811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS) AA3811'5.8 KM (3.60 MI) WESTERLY ALONG INTERSTATE HIGHWAY 205 FROM THE AA3811'JUNCTION OF GRANT LINE ROAD IN TRACY, THENCE 0.5 KM (0.30 MI) WESTERLY AA3811'ALONG THE MOUNTAIN HOUSE PARKWAY EXIT RAMP, THENCE 2.4 KM (1.50 MI) AA3811'SOUTHERLY ALONG PATTERSON PASS ROAD, THENCE 0.1 KM (0.05 MI) AA3811'NORTHWESTERLY ALONG A ROAD ON THE NORTH SIDE OF THE CALIFORNIA AA3811'AQUEDUCT, 22.3 M (73.2 FT) NORTH OF THE ROAD CENTER, 19.5 M (64.0 FT) AA3811'NORTHWEST OF NORTHWEST CORNER OF A U SHAPED CONCRETE CULVERT CASING, AA3811'16.5 M (54.1 FT) WEST OF THE CENTER OF A DRAINAGE DITCH, 1.0 M (3.3 AA3811'FT) BELOW THE LEVEL OF THE ROAD, AND 0.9 M (3.0 FT) NORTH OF A WITNESS AA3811'POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. AA3811'THE MONUMENT IS ON PROPERTY OF THE STATE OF CALIFORNIA, DEPARTMENT OF AA3811'WATER RESOURCES, 5280 BURNS ROAD, BYRON, CA 95414, TELEPHONE (209) AA3811'835-7106. THIS IS A CANDIDATE FOR FEDERAL BASE NETWORK CONTROL. AA3811 AA3811 STATION RECOVERY (2002) AA3811 AA3811'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AA3811'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL NOTES. CONTINUE AA3811'NORTH ON THE SERVICE ROAD AND TURN LEFT IMMEDIATELY AFTER THE AA3811'LANDSCAPING MOUND SEPARATING THE SERVICE ROAD FROM THE PAVED WIDE AA3811'PEDESTRIAN ACCESS TRAIL. THE STATION IS 62.5 FT WEST OF THE WEST EDGE AA3811'OF THE PEDESTRIAN ROAD WHERE LETTERING '04HK' HAS BEEN SPRAY PAINTED, AA3811'62.5 FT SOUTHWEST OF AN ALDER TREE WITH SEVERE BARK DAMAGE TO THE AA3811'WEST SIDE OF ITS TRUNK, 20 FT SOUTH OF THE HIGHEST KNOLL. THE LID IS AA3811'BROKEN AT THE HINGE END STEM. THE STATION WAS OBSERVED AS PART OF THE AA3811'DWR DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AA4256 *********************************************************************** AA4256 HT_MOD - This is a Height Modernization Survey Station. AA4256 DESIGNATION - HPGN D CA 10 HG AA4256 PID - AA4256 AA4256 STATE/COUNTY- CA/SAN JOAQUIN AA4256 USGS QUAD - VERNALIS (1991) AA4256 AA4256 *CURRENT SURVEY CONTROL AA4256 ___________________________________________________________________ AA4256* NAD 83(1998)- 37 43 48.30671(N) 121 19 50.27639(W) ADJUSTED AA4256* NAVD 88 - 9.68 (meters) 31.8 (feet) GPS OBS AA4256 ___________________________________________________________________ AA4256 EPOCH DATE - 2002.86 AA4256 X - -2,626,294.289 (meters) COMP AA4256 Y - -4,314,297.510 (meters) COMP AA4256 Z - 3,881,778.910 (meters) COMP AA4256 LAPLACE CORR- 0.14 (seconds) DEFLEC99 AA4256 ELLIP HEIGHT- -22.49 (meters) (10/28/05) GPS OBS AA4256 GEOID HEIGHT- -32.18 (meters) GEOID03 AA4256 AA4256 HORZ ORDER - FIRST AA4256 ELLP ORDER - FOURTH CLASS I AA4256 AA4256.The horizontal coordinates were established by GPS observations AA4256.and adjusted by the National Geodetic Survey in October 2005. AA4256.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AA4256.DATUM ITEM on the data sheet items page. AA4256.The horizontal coordinates are valid at the epoch date displayed above. AA4256.The epoch date for horizontal control is a decimal equivalence AA4256.of Year/Month/Day. AA4256 AA4256.The orthometric height was determined by GPS observations and a AA4256.high-resolution geoid model using precise GPS observation and AA4256.processing techniques. AA4256 AA4256.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA4256 AA4256.The Laplace correction was computed from DEFLEC99 derived deflections. AA4256 AA4256.The ellipsoidal height was determined by GPS observations AA4256.and is referenced to NAD 83. AA4256 AA4256.The geoid height was determined by GEOID03. AA4256 AA4256; North East Units Scale Factor Converg. AA4256;SPC CA 3 - 636,840.823 1,926,783.072 MT 0.99992925 -0 30 30.7 AA4256;SPC CA 3 - 2,089,368.60 6,321,454.13 sFT 0.99992925 -0 30 30.7 AA4256;UTM 10 - 4,177,179.734 647,106.862 MT 0.99986655 +1 01 18.3 AA4256 AA4256! - Elev Factor x Scale Factor = Combined Factor AA4256!SPC CA 3 - 1.00000353 x 0.99992925 = 0.99993278 AA4256!UTM 10 - 1.00000353 x 0.99986655 = 0.99987008 AA4256 AA4256 SUPERSEDED SURVEY CONTROL AA4256 AA4256 NAD 83(1992)- 37 43 48.30518(N) 121 19 50.27365(W) AD(1997.30) 1 AA4256 ELLIP H (07/10/98) -22.51 (m) GP(1997.30) 4 1 AA4256 NAD 83(1992)- 37 43 48.30485(N) 121 19 50.27403(W) AD(1997.30) 1 AA4256 ELLIP H (05/14/98) -22.42 (m) GP(1997.30) 3 1 AA4256 NAD 83(1992)- 37 43 48.30317(N) 121 19 50.27160(W) AD(1991.35) 1 AA4256 ELLIP H (10/14/94) -22.44 (m) GP(1991.35) 4 2 AA4256 AA4256.Superseded values are not recommended for survey control. AA4256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4256.See file dsdata.txt to determine how the superseded data were derived. AA4256 AA4256_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG4710777180(NAD 83) AA4256_MARKER: DD = SURVEY DISK AA4256_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AA4256_STAMPING: CA-HPGN-DENSIFICATION STA 10-HG 1993 AA4256_MARK LOGO: CADT AA4256_PROJECTION: FLUSH AA4256_MAGNETIC: N = NO MAGNETIC MATERIAL AA4256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AA4256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA4256+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002 AA4256_ROD/PIPE-DEPTH: 8.70 meters AA4256 AA4256 HISTORY - Date Condition Report By AA4256 HISTORY - 1993 MONUMENTED CADT AA4256 HISTORY - 19970814 GOOD USGS AA4256 HISTORY - 20020905 GOOD CADWR AA4256 AA4256 STATION DESCRIPTION AA4256 AA4256'DESCRIBED BY CALTRANS 1993 (PDG) AA4256'THE STATION IS LOCATED NEAR THE DEUEL VOCATIONAL INSTITUTION, ABOUT 5 AA4256'MI (8.0 KM) EAST OF TRACY AND ABOUT 8 MI (12.9 KM) SOUTHWEST OF AA4256'MANTECA. AA4256' AA4256'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND AA4256'KASSON ROAD, ABOUT 4.5 MI (7.2 KM) EAST OF TRACY, GO SOUTHEAST ON AA4256'KASSON ROAD FOR 0.3 MI (0.5 KM) TO THE ENTRANCE TO THE DEUEL AA4256'VOCATIONAL INSTITUTION. CONTINUE SOUTHEAST ON KASSON ROAD FOR 1.2 MI AA4256'(1.9 KM) TO A GRAVEL FARM ROAD AND THE STATION ON THE RIGHT. AA4256' AA4256'THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET AA4256'IN CONCRETE FLUSH WITH THE GROUND. IT IS 33.3 FT (10.1 M) NORTHEAST OF AA4256'12 INCH DIAMETER GATE VALVE WHEEL ON A 36 INCH DIAMETER STAND PIPE (AT AA4256'NORTH END OF AN IRRIGATION POND), 33.2 FT (10.1 M) SOUTHWEST OF THE AA4256'CENTERLINE OF KASSON ROAD, 20.0 FT (6.1 M) SOUTHEAST OF THE CENTER OF AA4256'THE GRAVEL FARM ROAD, 7.7 FT (2.3 M) EAST OF A 6 INCH DIAMETER STEEL AA4256'GATE POST ON THE SOUTHEAST SIDE OF THE GRAVEL ROAD, 2.0 FT (0.6 M) AA4256'NORTHWEST OF A CARSONITE WITNESS POST AND 2.0 FT (0.6 M) SOUTHEAST OF AA4256'ANOTHER WITNESS POST. AA4256' AA4256'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION AA4256'SURVEY. AA4256 AA4256 STATION RECOVERY (1997) AA4256 AA4256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1997 (MEI) AA4256'THE STATION WAS RECOVERED AND OCCUPIED AS PART OF THE SAN AA4256'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. AA4256 AA4256 STATION RECOVERY (2002) AA4256 AA4256'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AA4256'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR AA4256'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AA4257 *********************************************************************** AA4257 HT_MOD - This is a Height Modernization Survey Station. AA4257 DESIGNATION - HPGN D CA 10 JF AA4257 PID - AA4257 AA4257 STATE/COUNTY- CA/SAN JOAQUIN AA4257 USGS QUAD - HOLT (1994) AA4257 AA4257 *CURRENT SURVEY CONTROL AA4257 ___________________________________________________________________ AA4257* NAD 83(1998)- 37 56 38.32380(N) 121 24 46.96259(W) ADJUSTED AA4257* NAVD 88 - 0.29 (meters) 1.0 (feet) GPS OBS AA4257 ___________________________________________________________________ AA4257 EPOCH DATE - 2002.86 AA4257 X - -2,624,903.078 (meters) COMP AA4257 Y - -4,298,080.733 (meters) COMP AA4257 Z - 3,900,522.634 (meters) COMP AA4257 LAPLACE CORR- 3.29 (seconds) DEFLEC99 AA4257 ELLIP HEIGHT- -31.74 (meters) (10/28/05) GPS OBS AA4257 GEOID HEIGHT- -32.05 (meters) GEOID03 AA4257 AA4257 HORZ ORDER - FIRST AA4257 ELLP ORDER - FOURTH CLASS I AA4257 AA4257.The horizontal coordinates were established by GPS observations AA4257.and adjusted by the National Geodetic Survey in October 2005. AA4257.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AA4257.DATUM ITEM on the data sheet items page. AA4257.The horizontal coordinates are valid at the epoch date displayed above. AA4257.The epoch date for horizontal control is a decimal equivalence AA4257.of Year/Month/Day. AA4257 AA4257.The orthometric height was determined by GPS observations and a AA4257.high-resolution geoid model using precise GPS observation and AA4257.processing techniques. AA4257 AA4257.The X, Y, and Z were computed from the position and the ellipsoidal ht. AA4257 AA4257.The Laplace correction was computed from DEFLEC99 derived deflections. AA4257 AA4257.The ellipsoidal height was determined by GPS observations AA4257.and is referenced to NAD 83. AA4257 AA4257.The geoid height was determined by GEOID03. AA4257 AA4257; North East Units Scale Factor Converg. AA4257;SPC CA 3 - 660,646.508 1,919,750.532 MT 0.99993483 -0 33 32.4 AA4257;SPC CA 3 - 2,167,471.08 6,298,381.54 sFT 0.99993483 -0 33 32.4 AA4257;UTM 10 - 4,200,786.963 639,440.711 MT 0.99983948 +0 58 33.5 AA4257 AA4257! - Elev Factor x Scale Factor = Combined Factor AA4257!SPC CA 3 - 1.00000498 x 0.99993483 = 0.99993981 AA4257!UTM 10 - 1.00000498 x 0.99983948 = 0.99984446 AA4257 AA4257 SUPERSEDED SURVEY CONTROL AA4257 AA4257 NAD 83(1992)- 37 56 38.32198(N) 121 24 46.95966(W) AD(1997.30) 1 AA4257 ELLIP H (07/10/98) -31.77 (m) GP(1997.30) 4 1 AA4257 NAD 83(1992)- 37 56 38.32160(N) 121 24 46.95998(W) AD(1997.30) 1 AA4257 ELLIP H (05/14/98) -31.68 (m) GP(1997.30) 3 1 AA4257 NAD 83(1992)- 37 56 38.31961(N) 121 24 46.95628(W) AD(1991.35) 1 AA4257 ELLIP H (10/14/94) -31.67 (m) GP(1991.35) 4 2 AA4257 AA4257.Superseded values are not recommended for survey control. AA4257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AA4257.See file dsdata.txt to determine how the superseded data were derived. AA4257 AA4257_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3944100787(NAD 83) AA4257_MARKER: DD = SURVEY DISK AA4257_SETTING: 30 = SET IN A LIGHT STRUCTURE AA4257_SP_SET: AQUEDUCT ACCESS STATION AA4257_STAMPING: CA-HPGN-DENSIFICATION STA. 10-JF 1993 AA4257_MARK LOGO: CADT AA4257_MAGNETIC: N = NO MAGNETIC MATERIAL AA4257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AA4257+STABILITY: SURFACE MOTION AA4257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AA4257+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2002 AA4257 AA4257 HISTORY - Date Condition Report By AA4257 HISTORY - 1993 MONUMENTED CADT AA4257 HISTORY - 19970808 GOOD USGS AA4257 HISTORY - 20020905 GOOD CADWR AA4257 AA4257 STATION DESCRIPTION AA4257 AA4257'DESCRIBED BY CALTRANS 1993 (DBS) AA4257'THE STATION IS LOCATED ALONG THE EAST BAY MUNICIPAL UTILITY DISTRICT AA4257'(EBMUD) MOKELUMNE AQUEDUCT RIGHT-OF-WAY AT STATION 2084, ABOUT 8 MI AA4257'(12.9 KM) WEST OF THE CITY OF STOCKTON AND ABOUT 2 MI (3.2 KM) AA4257'NORTHEAST OF HOLT. AA4257' AA4257'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND AA4257'STATE HIGHWAY 4 (CHARTER WAY) IN STOCKTON, GO WEST ON HIGHWAY 4 FOR AA4257'5.5 MI (8.9 KM) TO THE INTERSECTION OF INLAND DRIVE. TURN RIGHT AND GO AA4257'NORTH ON INLAND DRIVE FOR 1.6 MI (2.6 KM) TO THE INTERSECTION OF AA4257'JACOBS ROAD. TURN LEFT AND GO SOUTHWEST ON JACOBS ROAD FOR 0.6 MI (1.0 AA4257'KM) TO THE STATION ON THE RIGHT. AA4257' AA4257'THE STATION IS A DISK SET IN THE TOP OF THE SOUTHWEST CORNER OF A 5.5 AA4257'FT (1.7 M) BY 5.5 FT (1.7 M) CONCRETE MANHOLE. IT IS 75.0 FEET (22.9 AA4257'M) NORTH OF THE CENTERLINE OF JACOBS ROAD, 55.2 FT (16.8 M) SOUTHWEST AA4257'OF THE SOUTHERN GATE POST OF A WOODEN FENCE, 24.0 FT (7.3 M) NORTH OF AA4257'THE CENTER OF A 6 FT (1.8 M) DIAMETER ROUND CONCRETE MANHOLE AND 1 FT AA4257'(0.3 M) ABOVE THE GROUND. AA4257' AA4257'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION AA4257'SURVEY. AA4257 AA4257 STATION RECOVERY (1997) AA4257 AA4257'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1997 (MEI) AA4257'THE STATION WAS RECOVERED AND OCCUPIED AS PART OF THE SAN AA4257'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. AA4257 AA4257 STATION RECOVERY (2002) AA4257 AA4257'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AA4257'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL NOTES. THE MARK AA4257'IS 24.0 FT NORTH OF A ROUND CONCRETE MANHOLE FOR STA 2084, 4.7 FT AA4257'SOUTHWEST OF AN EBMUD SURVEY DISK STAMPED 'STA P3084+02.18, AA4257'H3083+91.69, ELEV -1.40', AND IS SET IN THE CENTER OF THE EAST SIDE AA4257'OF THE MANHOLE CONCRETE BLOCK. THE STATION WAS OBSERVED AS PART OF THE AA4257'DWR DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS1145 *********************************************************************** JS1145 HT_MOD - This is a Height Modernization Survey Station. JS1145 DESIGNATION - J 464 JS1145 PID - JS1145 JS1145 STATE/COUNTY- CA/SAN JOAQUIN JS1145 USGS QUAD - TERMINOUS (1993) JS1145 JS1145 *CURRENT SURVEY CONTROL JS1145 ___________________________________________________________________ JS1145* NAD 83(1998)- 38 06 54.91757(N) 121 28 36.94931(W) ADJUSTED JS1145* NAVD 88 - -1.73 (meters) -5.7 (feet) GPS OBS JS1145 ___________________________________________________________________ JS1145 EPOCH DATE - 2002.86 JS1145 X - -2,623,577.552 (meters) COMP JS1145 Y - -4,285,161.383 (meters) COMP JS1145 Z - 3,915,496.356 (meters) COMP JS1145 LAPLACE CORR- 4.96 (seconds) DEFLEC99 JS1145 ELLIP HEIGHT- -33.56 (meters) (10/28/05) GPS OBS JS1145 GEOID HEIGHT- -31.84 (meters) GEOID03 JS1145 JS1145 HORZ ORDER - FIRST JS1145 VERT ORDER - FIRST CLASS II (See Below) JS1145 ELLP ORDER - FOURTH CLASS I JS1145 JS1145.The horizontal coordinates were established by GPS observations JS1145.and adjusted by the National Geodetic Survey in October 2005. JS1145.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS1145.DATUM ITEM on the data sheet items page. JS1145.The horizontal coordinates are valid at the epoch date displayed above. JS1145.The epoch date for horizontal control is a decimal equivalence JS1145.of Year/Month/Day. JS1145 JS1145.The orthometric height was determined by GPS observations and a JS1145.high-resolution geoid model using precise GPS observation and JS1145.processing techniques. JS1145.The vertical order pertains to the NGVD 29 superseded value. JS1145 JS1145.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS1145 JS1145.The Laplace correction was computed from DEFLEC99 derived deflections. JS1145 JS1145.The ellipsoidal height was determined by GPS observations JS1145.and is referenced to NAD 83. JS1145 JS1145.The geoid height was determined by GEOID03. JS1145 JS1145; North East Units Scale Factor Converg. JS1145;SPC CA 3 - 679,712.189 1,914,334.165 MT 0.99994933 -0 35 53.2 JS1145;SPC CA 3 - 2,230,022.41 6,280,611.34 sFT 0.99994933 -0 35 53.2 JS1145;UTM 10 - 4,219,698.420 633,515.672 MT 0.99981955 +0 56 24.9 JS1145 JS1145! - Elev Factor x Scale Factor = Combined Factor JS1145!SPC CA 3 - 1.00000527 x 0.99994933 = 0.99995460 JS1145!UTM 10 - 1.00000527 x 0.99981955 = 0.99982482 JS1145 JS1145 SUPERSEDED SURVEY CONTROL JS1145 JS1145 NAD 83(1992)- 38 06 54.91627(N) 121 28 36.94621(W) AD(1997.30) B JS1145 ELLIP H (07/10/98) -33.44 (m) GP(1997.30) 4 1 JS1145 NAD 83(1992)- 38 06 54.91593(N) 121 28 36.94658(W) AD(1997.30) B JS1145 ELLIP H (05/14/98) -33.35 (m) GP(1997.30) 3 1 JS1145 NAD 83(1992)- 38 06 54.91573(N) 121 28 36.93954(W) AD(1991.35) 3 JS1145 NAD 83(1986)- 38 06 54.91227(N) 121 28 36.93900(W) AD(1984.00) 3 JS1145 NAD 27 - 38 06 55.20869(N) 121 28 33.11446(W) AD( ) 3 JS1145 NGVD 29 (??/??/92) -2.074 (m) -6.80 (f) ADJ UNCH 1 2 JS1145 JS1145.Superseded values are not recommended for survey control. JS1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1145.See file dsdata.txt to determine how the superseded data were derived. JS1145 JS1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3351619698(NAD 83) JS1145_MARKER: DB = BENCH MARK DISK JS1145_SETTING: 30 = SET IN A LIGHT STRUCTURE JS1145_SP_SET: WATER TANK FOUNDATION JS1145_STAMPING: J 464 1951 JS1145_MARK LOGO: CGS JS1145_MAGNETIC: N = NO MAGNETIC MATERIAL JS1145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS1145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1145+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2004 JS1145 JS1145 HISTORY - Date Condition Report By JS1145 HISTORY - 1951 MONUMENTED CGS JS1145 HISTORY - 1973 GOOD NGS JS1145 HISTORY - 19970902 GOOD BOR JS1145 HISTORY - 20021101 GOOD CADWR JS1145 HISTORY - 20040811 GOOD BESTOR JS1145 JS1145 STATION DESCRIPTION JS1145 JS1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (LFS) JS1145'A C AND GS BENCH MARK DISK STAMPED J464 1951 SET IN THE TOP OF THE JS1145'NORTHWEST CORNER OF A 1.8X2.0 FOOT CONCRETE BLOCK (FORMER JS1145'FOUNDATION FOR A WATER TANK) PROJECTING 0.1 FOOT ABOVE THE GROUND JS1145'AND IS 0.2 MILE WEST OF CORREIA ROAD, 63.5 FEET SOUTH OF THE JS1145'CENTERLINE OF STATE HIGHWAY 12, 0.8 FOOT EAST OF A METAL WITNESS JS1145'POST, 0.5 FOOT SOUTHEAST OF THE NORTHWEST CORNER OF THE CONCRETE JS1145'BLOCK AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. JS1145 JS1145 STATION RECOVERY (1973) JS1145 JS1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 JS1145'1.1 MI E FROM TERMINOUS. JS1145'1.1 MILES EAST ALONG STATE HIGHWAY 12 FROM THE BRIDGE OVER JS1145'POTATO SLOUGH AT TERMINOUS, IN THE TOP OF THE NORTHWEST CORNER JS1145'OF A 1.8 X 2.0-FOOT CONCRETE BLOCK (FORMER FOUNDATION FOR A JS1145'WATER TANK), 0.2 MILE WEST OF CORREIA ROAD, 63.5 FEET SOUTH JS1145'OF THE CENTER LINE OF THE HIGHWAY, 0.8 FOOT EAST OF A METAL JS1145'WITNESS POST, 0.5 FOOT SOUTHEAST OF THE NORTHWEST CORNER OF THE JS1145'CONCRETE BLOCK AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. JS1145'NOTE-- (J 464 IS THE AZIMUTH MARK 1973 FOR TRIANGULATION STATION JS1145'GRASS 1931). JS1145 JS1145 STATION RECOVERY (1997) JS1145 JS1145'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS1145'THE STATION WAS RECOVERED AND A COMPLETE NEW DESCRIPTION FOLLOWS. THE JS1145'STATION IS ABOUT 31.85 MI (51.26 KM) SOUTH OF THE STATE CAPITOL IN JS1145'SACRAMENTO, ABOUT 15.15 MI (24.38 KM) NORTHWEST OF STOCKTON, ABOUT 12 JS1145'MI (19.3 KM) WEST OF LODI, AND ABOUT 1.1 MI (1.8 KM) EAST OF JS1145'TERMINOUS. TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE JS1145'HIGHWAY 5 AND STATE HIGHWAY 12, GO WEST ON HIGHWAY 12 FROM THE JS1145'CENTERLINE OF I-5 FOR 3.2 MI (5.1 KM) TO THE INTERSECTION OF PEATLAND JS1145'ROAD. CONTINUE WEST FOR 1.15 MI (1.85 KM) TO THE STATION ON THE LEFT JS1145'(SOUTH) , ABOUT 0.2 MI (0.3 KM) WEST OF CORREIA ROAD. THE STATION IS JS1145'A CGS BENCH MARK DISK SET IN THE NORTHWEST CORNER OF A 1.8 X 2.0-FT JS1145'CONCRETE BLOCK, 1.1 MI (1.8 KM) EAST OF THE BRIDGE OVER POTATO SLOUGH, JS1145'0.2 MI (0.3 KM) WEST OF CORREIA ROAD, ABOUT 246 FT (75.0 M) EAST OF A JS1145'POWER POLE, 48.3 FT (14.7 M) SOUTH OF CENTERLINE OF HIGHWAY 12, 46.9 JS1145'FT (14.3 M) WEST OF A POWER POLE, 4.7 FT (1.4 M) NORTHWEST OF A JS1145'3/4-INCH BOLT IN CONCRETE PAD PROJECTING 0.4 FT (0.1 M) ABOVE GROUND, JS1145'2.15 FT (0.66 M) EAST OF A METAL WITNESS POST, 2.0 FT (0.6 M) JS1145'SOUTH-SOUTHWEST OF METAL T-POST, ABOUT A FOOT HIGHER THAN THE LEVEL OF JS1145'THE HIGHWAY, AND FLUSH WITH THE GROUND. THE STATION WAS OCCUPIED AS JS1145'PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. JS1145'(RWK) JS1145 JS1145 STATION RECOVERY (2002) JS1145 JS1145'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS1145'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL NOTES. THE JS1145'STATION IS IN THE VICINITY OF AN EXCEPTIONALLY WIDE SHOULDER ALONG HWY JS1145'12. THE WITNESS POST IS NEARLY COVERED UP BY A LARGE CLUMP OF ANISE. JS1145'THE DISK HAS SOME GOUGE MARKS AND THE CONRETE BLOCK IS TILTING DOWN JS1145'TO THE SOUTH. THE STATION WAS OBSERVED AS PART OF THE DWR DELTA 2002 JS1145'SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS1145 JS1145 STATION RECOVERY (2004) JS1145 JS1145'RECOVERY NOTE BY BESTOR ENGINEERS INCORPORATED 2004 (SDT) JS1145'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6898 *********************************************************************** DH6898 HT_MOD - This is a Height Modernization Survey Station. DH6898 DESIGNATION - JERRY DH6898 PID - DH6898 DH6898 STATE/COUNTY- CA/SAN JOAQUIN DH6898 USGS QUAD - THORNTON (1978) DH6898 DH6898 *CURRENT SURVEY CONTROL DH6898 ___________________________________________________________________ DH6898* NAD 83(1998)- 38 10 07.39795(N) 121 24 01.22534(W) ADJUSTED DH6898* NAVD 88 - 5.33 (meters) 17.5 (feet) GPS OBS DH6898 ___________________________________________________________________ DH6898 EPOCH DATE - 2002.86 DH6898 X - -2,615,940.361 (meters) COMP DH6898 Y - -4,285,541.029 (meters) COMP DH6898 Z - 3,920,168.507 (meters) COMP DH6898 LAPLACE CORR- 4.94 (seconds) DEFLEC99 DH6898 ELLIP HEIGHT- -26.14 (meters) (10/28/05) GPS OBS DH6898 GEOID HEIGHT- -31.48 (meters) GEOID03 DH6898 DH6898 HORZ ORDER - FIRST DH6898 ELLP ORDER - FOURTH CLASS I DH6898 DH6898.The horizontal coordinates were established by GPS observations DH6898.and adjusted by the National Geodetic Survey in October 2005. DH6898.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6898.DATUM ITEM on the data sheet items page. DH6898.The horizontal coordinates are valid at the epoch date displayed above. DH6898.The epoch date for horizontal control is a decimal equivalence DH6898.of Year/Month/Day. DH6898 DH6898.The orthometric height was determined by GPS observations and a DH6898.high-resolution geoid model using precise GPS observation and DH6898.processing techniques. DH6898 DH6898.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6898 DH6898.The Laplace correction was computed from DEFLEC99 derived deflections. DH6898 DH6898.The ellipsoidal height was determined by GPS observations DH6898.and is referenced to NAD 83. DH6898 DH6898.The geoid height was determined by GEOID03. DH6898 DH6898; North East Units Scale Factor Converg. DH6898;SPC CA 3 - 685,579.038 1,921,107.125 MT 0.99995568 -0 33 04.4 DH6898;SPC CA 3 - 2,249,270.56 6,302,832.29 sFT 0.99995568 -0 33 04.4 DH6898;UTM 10 - 4,225,744.336 640,127.800 MT 0.99984183 +0 59 19.4 DH6898 DH6898! - Elev Factor x Scale Factor = Combined Factor DH6898!SPC CA 3 - 1.00000410 x 0.99995568 = 0.99995978 DH6898!UTM 10 - 1.00000410 x 0.99984183 = 0.99984593 DH6898 DH6898 SUPERSEDED SURVEY CONTROL DH6898 DH6898.No superseded survey control is available for this station. DH6898 DH6898_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4012825744(NAD 83) DH6898_MARKER: DD = SURVEY DISK DH6898_SETTING: 30 = SET IN A LIGHT STRUCTURE DH6898_SP_SET: IRRIGATION VALVE STRUCTURE DH6898_STAMPING: JERRY 1998 DH6898_MARK LOGO: BOR DH6898_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6898+STABILITY: SURFACE MOTION DH6898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6898+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002 DH6898 DH6898 HISTORY - Date Condition Report By DH6898 HISTORY - 1998 MONUMENTED BOR DH6898 HISTORY - 20021120 GOOD CADWR DH6898 DH6898 STATION DESCRIPTION DH6898 DH6898'DESCRIBED BY CA DEPT OF WATER RES 2002 (WLB) DH6898'THE STATION IS ABOUT 7.3 MI (11.7 KM) NORTHWEST OF LODI, AND ABOUT 3.8 DH6898'MI (6.1 KM) SOUTH OF THORNTON. TO REACH THE STATION FROM THE DH6898'INTERSECTION OF INTERSTATE HWY 5 AND PELTIER ROAD EXIT (ONE EXIT DH6898'SOUTH OF WALNUT GROVE RD), GO EAST ON PELTIER RD (COUNTY RT J12) FOR DH6898'0.15 MI (0.24 KM) TO THORNTON RD (COUNTY RT J8), TURN RIGHT AND GO DH6898'SOUTH ON THORNTON RD FOR 2.0 MI (3.2 KM) TO WOODBRIDGE RD. TURN DH6898'RIGHT AND GO WEST FOR 0.1 MI (0.2 KM) ON WOODBRIDGE RD UNDER I-5 TO DH6898'VAN EXEL RD, TURN RIGHT AND GO NORTH ON VAN EXEL RD FOR 0.5 MI (0.8 DH6898'KM) TO THE END OF THE ROAD AND THE STATION ON THE LEFT. A PAVED DH6898'PRIVATE DRIVE CONTINUES NORTH FROM THE END OF THE ROAD. THE STATION DH6898'IS A 2-IN-DIA ALUMINUM DISK WITH MAGNET, SET IN THE TOP NORTHEAST DH6898'CORNER OF A CONCRETE IRRIGATION TURNOUT STRUCTURE, WHICH IS ON THE DH6898'NORTH SIDE OF AN EAST-WEST EARTHEN CANAL. IT IS 53.5 FT (16.3 M) DH6898'WEST OF THE WEST I-5 R.O.W. FENCE, 31.3 FT (9.5 M) NORTHWEST OF THE DH6898'WESTERLY OF TWO 5-INCH STEEL GATE POSTS ON THE WEST SIDE OF VAN EXEL DH6898'RD, 31.0 FT (9.4 M) WEST OF THE CENTERLINE OF THE EXTENSION OF VAN DH6898'EXEL RD, 3.8 FT (1.2 M) EAST OF A CARSONITE WITNESS POST, AND 2.0 FT DH6898'(0.6 M) SOUTHEAST OF A 4-IN-DIA VERTICAL PVC VENT PIPE ABOUT 6 FT DH6898'(1.8 M) HIGH. THE STATION WAS OBSERVED AS PART OF THE DWR DELTA 2002 DH6898'SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9883 *********************************************************************** AE9883 HT_MOD - This is a Height Modernization Survey Station. AE9883 DESIGNATION - JONES AE9883 PID - AE9883 AE9883 STATE/COUNTY- CA/SAN JOAQUIN AE9883 USGS QUAD - HOLT (1994) AE9883 AE9883 *CURRENT SURVEY CONTROL AE9883 ___________________________________________________________________ AE9883* NAD 83(1998)- 37 56 14.92861(N) 121 29 39.96915(W) ADJUSTED AE9883* NAVD 88 - -2.77 (meters) -9.1 (feet) GPS OBS AE9883 ___________________________________________________________________ AE9883 EPOCH DATE - 2002.86 AE9883 X - -2,631,236.365 (meters) COMP AE9883 Y - -4,294,723.625 (meters) COMP AE9883 Z - 3,899,951.782 (meters) COMP AE9883 LAPLACE CORR- 2.99 (seconds) DEFLEC99 AE9883 ELLIP HEIGHT- -34.97 (meters) (10/28/05) GPS OBS AE9883 GEOID HEIGHT- -32.21 (meters) GEOID03 AE9883 AE9883 HORZ ORDER - FIRST AE9883 ELLP ORDER - FOURTH CLASS I AE9883 AE9883.The horizontal coordinates were established by GPS observations AE9883.and adjusted by the National Geodetic Survey in October 2005. AE9883.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9883.DATUM ITEM on the data sheet items page. AE9883.The horizontal coordinates are valid at the epoch date displayed above. AE9883.The epoch date for horizontal control is a decimal equivalence AE9883.of Year/Month/Day. AE9883 AE9883.The orthometric height was determined by GPS observations and a AE9883.high-resolution geoid model using precise GPS observation and AE9883.processing techniques. AE9883 AE9883.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9883 AE9883.The Laplace correction was computed from DEFLEC99 derived deflections. AE9883 AE9883.The ellipsoidal height was determined by GPS observations AE9883.and is referenced to NAD 83. AE9883 AE9883.The geoid height was determined by GEOID03. AE9883 AE9883; North East Units Scale Factor Converg. AE9883;SPC CA 3 - 659,998.177 1,912,589.525 MT 0.99993445 -0 36 31.8 AE9883;SPC CA 3 - 2,165,344.02 6,274,887.47 sFT 0.99993445 -0 36 31.8 AE9883;UTM 10 - 4,199,947.158 632,300.403 MT 0.99981558 +0 55 32.7 AE9883 AE9883! - Elev Factor x Scale Factor = Combined Factor AE9883!SPC CA 3 - 1.00000549 x 0.99993445 = 0.99993994 AE9883!UTM 10 - 1.00000549 x 0.99981558 = 0.99982107 AE9883 AE9883 SUPERSEDED SURVEY CONTROL AE9883 AE9883 NAD 83(1992)- 37 56 14.92678(N) 121 29 39.96664(W) AD(1997.30) 1 AE9883 ELLIP H (07/10/98) -34.99 (m) GP(1997.30) 4 1 AE9883 NAD 83(1992)- 37 56 14.92638(N) 121 29 39.96695(W) AD(1997.30) 1 AE9883 ELLIP H (05/14/98) -34.91 (m) GP(1997.30) 3 1 AE9883 AE9883.Superseded values are not recommended for survey control. AE9883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9883.See file dsdata.txt to determine how the superseded data were derived. AE9883 AE9883_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG3230099947(NAD 83) AE9883_MARKER: DD = SURVEY DISK AE9883_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE9883_STAMPING: JONES 1997 AE9883_MARK LOGO: BOR AE9883_PROJECTION: FLUSH AE9883_MAGNETIC: N = NO MAGNETIC MATERIAL AE9883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9883+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2002 AE9883_ROD/PIPE-DEPTH: 3.10 meters AE9883 AE9883 HISTORY - Date Condition Report By AE9883 HISTORY - 1997 MONUMENTED BOR AE9883 HISTORY - 20021201 GOOD CADWR AE9883 AE9883 STATION DESCRIPTION AE9883 AE9883'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9883'THE STATION IS ABOUT 11.9 MI (19.2 KM) SOUTH OF TERMINOUS, 11 MI (17.7 AE9883'KM) EAST OF BRENTWOOD, AND ABOUT 11 MI (17.7 KM) WEST OF STOCKTON, ON AE9883'THE NORTH SIDE OF UPPER JONES TRACT, ON THE NORTH SIDE OF THE AE9883'MOKELUMNE AQUEDUCT PIPELINE OF THE EAST BAY MUNICIPAL UTILITY AE9883'DISTRICT. TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE AE9883'HIGHWAY 5 AND STATE HIGHWAY 4 (CHARTER WAY) IN STOCKTON, GO WEST ON AE9883'HIGHWAY 4 FOR 7.7 MI (12.4 KM) TO THE INTERSECTION OF BACON ISLAND AE9883'ROAD ON THE RIGHT (NORTHWEST) . TURN RIGHT AND GO ACROSS TRAPPER AE9883'SLOUGH, THEN IMMEDIATELY TURN LEFT AND GO SOUTHWEST, NORTHWEST, AND AE9883'THEN WEST ON BACON ISLAND ROAD FOR 3.5 MI (5.6 KM) TO A FARMHOUSE AND AE9883'EQUIPMENT BARN ON THE RIGHT. CONTINUE WEST FOR ANOTHER 0.25 MI (0.40 AE9883'KM) TO A PAIR OF FARM FIELD ROADS ON THE RIGHT SEPARATED BY A DRAINAGE AE9883'DITCH. TURN RIGHT ONTO THE WEST FIELD ROAD AND GO NORTH FOR 1.1 MI AE9883'(1.8 KM) TO THE MOKELUMNE AQUEDUCT, AN ABOVE-GROUND PIPELINE. TURN AE9883'LEFT AND GO WEST FOR 0.23 MI (0.37 KM) TO A 6.3-FT SQUARE CONCRETE AE9883'SUPPORT BLOCK ON THE PIPELINE. AS OF THIS DATE THE GROUND CLEARANCE AE9883'WAS 7.6 FT (2.3 M) UNDER THE PIPES TO THE WEST OF THIS BLOCK AND COULD AE9883'BE DRIVEN UNDER. THE STATION IS JUST WEST OF THIS BLOCK ON THE NORTH AE9883'SIDE OF THE PIPELINE. THE STATION IS 2.5 INCH DIAMETER ALUMINUM ALLOY AE9883'DOMED CAP WITH MAGNET, SET 0.1 FT (0.0 M) BELOW GROUND, ATTACHED TO AN AE9883'ALUMINUM ROD DRIVEN 10.0 FT (3.0 M) TO REFUSAL, ENCASED IN A AE9883'SAND-FILLED 4 INCH DIAMETER PVC PIPE SET TO A DEPTH OF 4 FT (1.2 M) IN AE9883'A 1 FT (0.3 M) DIAMETER CONCRETE-FILLED HOLE 4 FT (1.2 M) DEEP AND AE9883'FLUSH WITH THE GROUND. THE STATION IS 0.38 MI (0.61 KM) WEST OF A AE9883'RADIO ANTENNA AND GRAIN BINS NORTH OF THE RAILROAD TRACKS, 0.28 MI AE9883'(0.45 KM) WEST OF BENCHMARK 09.63 EBMUD (PID HS0566) STAMPED P AE9883'2327+09.63, 0.24 MI (0.39 KM) EAST OF CGS BENCHMARK U 1105 AND AE9883'BENCHMARK 34.63 EBMUD (PID HS0567) STAMPED P 2352+34.63, 56.1 FT (17.1 AE9883'M) WEST OF AN UNDERGROUND GAS PIPELINE AERIAL MILEPOST MARKER MARKED AE9883'36.9, 46.5 FT (14.2 M) NORTH OF THE CENTERLINE OF THE NORTHERN-MOST OF AE9883'THREE ABOVE-GROUND STEEL PIPELINES OF THE MOKELUMNE AQUEDUCT, 30.0 FT AE9883'(9.1 M) NORTH OF THE CENTERLINE OF THE ACCESS ROAD, 26 FT (7.9 M) WEST AE9883'OF THE CENTERLINE OF A DRAINAGE DITCH, 12 FT (3.7 M) NORTH OF AN AE9883'18-INCH UNDERGROUND GAS PIPELINE, 8.65 FT (2.64 M) EAST OF CENTERLINE AE9883'OF STEEL SUPPORT FOR PIPELINE, AND 1.8 FT (0.5 M) SOUTH OF A CARSONITE AE9883'WITNESS POST. -STA 2340- IS STENCILED ON THE NORTH SIDE OF THE MIDDLE AE9883'PIPELINE SOUTH OF THE STATION. THE STATION WAS OCCUPIED AS PART OF AE9883'THE SAN JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. AE9883 AE9883 STATION RECOVERY (2002) AE9883 AE9883'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9883'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL NOTES. AFTER AE9883'DRIVING PAST THE HOUSE AND EQUIPMENT BARN ON THE RIGHT ON BACON ISLAND AE9883'ROAD, CONTINUE WEST FOR 0.25 MI TO A DIRT SIDE ROAD RIGHT. TURN AE9883'RIGHT AND IMMEDIATELY LEFT DRIVING WEST FOR 0.1 MI AND THEN TURN AE9883'RIGHT AND DRIVE NORTH ON THE EASTERN (NEARER) DIRT ROAD BETWEEN TWO AE9883'DITCHES FOR 1.1 MI TO THE MOKELUMNE AQUEDUCT. TURN LEFT AND GO WEST AE9883'FOR 0.23 MI TO A 14 FT X 21 FT CONCRETE SUPPORT BLOCK FOR THE AE9883'PIPELINE. THE STATION IS 43 FT NORTH OF THE SECOND 6 FT X 9 FT AE9883'CONCRETE SUPPORT BLOCK WEST OF THE LARGE(R) ONES. IT IS 21.7 FT AE9883'NORTHWEST OF A NEW-ISH INTERLOCKING PVC RETAINING WALL WITH WHITE 2 FT AE9883'X 8 FT LUMBER RAILS, 12 FT NORTH OF AN 'UNDERGROUND GAS PIPELINE' AE9883'SIGNPOST, AND 'STA 2340' IS STENCILED ON THE SOUTH SIDE OF THE MIDDLE AE9883'PIPELINE SOUTH OF THE STATION. NEED 4 WHEEL DRIVE VEHICLE IF DIRT IS AE9883'WET. THE STATION WAS OBSERVED AS PART OF THE DWR DELTA 2002 SUBSIDENCE AE9883'NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS3896 *********************************************************************** JS3896 DESIGNATION - LODIPORT JS3896 PID - JS3896 JS3896 STATE/COUNTY- CA/SAN JOAQUIN JS3896 USGS QUAD - LODI NORTH (1976) JS3896 JS3896 *CURRENT SURVEY CONTROL JS3896 ___________________________________________________________________ JS3896* NAD 83(1998)- 38 12 12.26346(N) 121 16 08.47763(W) ADJUSTED JS3896* NAVD 88 - 17.494 (meters) 57.39 (feet) ADJUSTED JS3896 ___________________________________________________________________ JS3896 EPOCH DATE - 2002.86 JS3896 X - -2,604,881.008 (meters) COMP JS3896 Y - -4,289,499.465 (meters) COMP JS3896 Z - 3,923,202.468 (meters) COMP JS3896 LAPLACE CORR- 4.17 (seconds) DEFLEC99 JS3896 ELLIP HEIGHT- -13.48 (meters) (10/28/05) GPS OBS JS3896 GEOID HEIGHT- -31.02 (meters) GEOID03 JS3896 DYNAMIC HT - 17.483 (meters) 57.36 (feet) COMP JS3896 MODELED GRAV- 979,986.0 (mgal) NAVD 88 JS3896 JS3896 HORZ ORDER - FIRST JS3896 VERT ORDER - FIRST CLASS II JS3896 ELLP ORDER - FOURTH CLASS I JS3896 JS3896.This mark is at Lodi Airport (1O3) JS3896 JS3896.The horizontal coordinates were established by GPS observations JS3896.and adjusted by the National Geodetic Survey in October 2005. JS3896.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS3896.DATUM ITEM on the data sheet items page. JS3896.The horizontal coordinates are valid at the epoch date displayed above. JS3896.The epoch date for horizontal control is a decimal equivalence JS3896.of Year/Month/Day. JS3896 JS3896.The orthometric height was determined by differential leveling JS3896.and adjusted by the National Geodetic Survey in June 1991. JS3896 JS3896.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS3896 JS3896.The Laplace correction was computed from DEFLEC99 derived deflections. JS3896 JS3896.The ellipsoidal height was determined by GPS observations JS3896.and is referenced to NAD 83. JS3896 JS3896.The geoid height was determined by GEOID03. JS3896 JS3896.The dynamic height is computed by dividing the NAVD 88 JS3896.geopotential number by the normal gravity value computed on the JS3896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JS3896.degrees latitude (g = 980.6199 gals.). JS3896 JS3896.The modeled gravity was interpolated from observed gravity values. JS3896 JS3896; North East Units Scale Factor Converg. JS3896;SPC CA 3 - 689,326.136 1,932,645.370 MT 0.99996028 -0 28 15.0 JS3896;SPC CA 3 - 2,261,564.16 6,340,687.35 sFT 0.99996028 -0 28 15.0 JS3896;SPC CA 2 - 559,840.087 2,064,027.251 MT 1.00003199 +0 27 39.1 JS3896;SPC CA 2 - 1,836,742.02 6,771,729.41 sFT 1.00003199 +0 27 39.1 JS3896;UTM 10 - 4,229,799.928 651,560.027 MT 0.99988290 +1 04 14.7 JS3896 JS3896! - Elev Factor x Scale Factor = Combined Factor JS3896!SPC CA 3 - 1.00000212 x 0.99996028 = 0.99996240 JS3896!SPC CA 2 - 1.00000212 x 1.00003199 = 1.00003411 JS3896!UTM 10 - 1.00000212 x 0.99988290 = 0.99988501 JS3896 JS3896: Primary Azimuth Mark Grid Az JS3896:SPC CA 3 - LODIPORT AZ MK 266 44 33.7 JS3896:SPC CA 2 - LODIPORT AZ MK 265 48 39.6 JS3896:UTM 10 - LODIPORT AZ MK 265 12 04.0 JS3896 JS3896|---------------------------------------------------------------------| JS3896| PID Reference Object Distance Geod. Az | JS3896| dddmmss.s | JS3896| JS3895 LODIPORT AZ MK 407.827 METERS 2661618.7 | JS3896|---------------------------------------------------------------------| JS3896 JS3896 SUPERSEDED SURVEY CONTROL JS3896 JS3896 NAD 83(1992)- 38 12 12.26188(N) 121 16 08.47542(W) AD(1997.30) 1 JS3896 ELLIP H (07/10/98) -13.51 (m) GP(1997.30) 4 1 JS3896 NAD 83(1992)- 38 12 12.26123(N) 121 16 08.47531(W) AD(1997.30) 1 JS3896 ELLIP H (05/14/98) -13.42 (m) GP(1997.30) 3 1 JS3896 NAD 83(1992)- 38 12 12.25924(N) 121 16 08.47091(W) AD(1991.35) 3 JS3896 ELLIP H (03/08/94) -13.36 (m) GP(1991.35) 4 1 JS3896 NAD 83(1986)- 38 12 12.25766(N) 121 16 08.47001(W) AD(1984.00) 3 JS3896 NAVD 88 (10/28/05) 17.49 (m) 57.4 (f) LEVELING 3 JS3896 JS3896.Superseded values are not recommended for survey control. JS3896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS3896.See file dsdata.txt to determine how the superseded data were derived. JS3896 JS3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH5156029800(NAD 83) JS3896_MARKER: DH = HORIZONTAL CONTROL DISK JS3896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS3896_SP_SET: CONCRETE POST JS3896_STAMPING: LODIPORT 1987 JS3896_MARK LOGO: NGS JS3896_PROJECTION: FLUSH JS3896_MAGNETIC: N = NO MAGNETIC MATERIAL JS3896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS3896+STABILITY: SURFACE MOTION JS3896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS3896+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2002 JS3896 JS3896 HISTORY - Date Condition Report By JS3896 HISTORY - 1987 MONUMENTED NGS JS3896 HISTORY - 1987 GOOD NGS JS3896 HISTORY - 19970829 GOOD BOR JS3896 HISTORY - 20021201 GOOD CADWR JS3896 JS3896 STATION DESCRIPTION JS3896 JS3896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 (MRM) JS3896'THE STATION IS LOCATED ABOUT 74.0 KM (46 MI) JS3896'SOUTH OF SACRAMENTO, JS3896'11.3 KM (7 MI) EAST OF INTERSTATE HIGHWAY 5, JS3896'6.4 KM (4 MI) NORTH OF LODI, JS3896'0.6 KM (0.4 MI) WEST OF STATE HIGHWAY 99 AND AT THE LODI AIRPORT. JS3896'OWNERSHIP--LODI AIRPORT CORPORATION, ROBERT KUPKA - OWNER, 23987 JS3896'NORTH HWY 99, ACAMPO CA 95220, PHONE 209-369-9126, 334-6719 (HOME). JS3896' JS3896'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 99 JS3896'SOUTHBOUND LANES AND JAHUNT ROAD EXIT WHICH IS ABOUT 4.8 KM (3 MI) JS3896'NORTH OF LODI, GO SOUTH THEN WEST FOR 0.2 KM (0.1 MI) ON THE JS3896'JAHUNT ROAD EXIT RAMP TO A STOP SIGN AND HIGHWAY 99 FRONTAGE ROAD. JS3896'TURN LEFT AND GO JS3896'SOUTH FOR 0.2 KM (0.1 MI) ON THE FRONTAGE ROAD TO A STOP SIGN AND JS3896'WOODSON ROAD. JS3896'CONTINUE STRAIGHT AHEAD AND GO SOUTH FOR 0.1 KM (0.05 MI) ON THE JS3896'FRONTAGE ROAD TO A STOP SIGN, JAHUNT ROAD ON RIGHT AND HIGHWAY 99 JS3896'FRONTAGE ROAD ON LEFT. TURN LEFT AND GO EAST THEN SOUTH FOR JS3896'0.2 KM (0.1 MI) ON HIGHWAY 99 FRONTAGE ROAD TO THE LODI AIRPORT JS3896'CAFE ON THE RIGHT. TURN RIGHT AND GO WEST FOR 0.5 KM (0.3 MI) JS3896'THROUGH PARKING AREA AND ON TAXIWAY TO THE STATION ON THE RIGHT. JS3896' JS3896'THE STATION IS A STANDARD NGS DISK JS3896'STAMPED---LODIPORT 1987---, JS3896'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT JS3896'30 CM IN DIAMETER FLUSH WITH GROUND. LOCATED JS3896'22.2 METERS (72.8 FT) NORTH-NORTHWEST FROM THE APPROXIMATE CENTER JS3896'OF TAXIWAY, JS3896'5.0 METERS (16.4 FT) WEST-SOUTHWEST FROM A WINDSOCK POLE AND JS3896'0.5 METERS (1.6 FT) SOUTH FROM A CARSONITE WITNESS POST. JS3896' JS3896'AZIMUTH MARK NO. 1 IS A STANDARD NGS DISK JS3896'STAMPED---LODIPORT AZ MK 1987---, JS3896'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT JS3896'30 CM IN DIAMETER PROJECTING 2 CM ABOVE GROUND. LOCATED JS3896'12.0 METERS (39.4 FT) SOUTH FROM THE APPROXIMATE CENTER OF TAXIWAY, JS3896'11.1 METERS (36.4 FT) NORTH FROM THE APPROXIMATE CENTER OF RUNWAY JS3896'08-26, JS3896'6.5 METERS (21.3 FT) EAST FROM A RUNWAY LIGHT AND JS3896'0.7 METERS (2.3 FT) WEST FROM A CARSONITE WITNESS POST. JS3896'TO REACH THE AZIMUTH FROM THE STATION, JS3896'GO WEST FOR 0.4 KM (0.25 MI) ON THE TAXIWAY, CROSSING RUNWAY 12-30, JS3896'TO THE MARK ON THE LEFT, BETWEEN TAXIWAY AND RUNWAY. JS3896' JS3896'NO REFERENCE MARKS WERE SET AT THIS TIME. JS3896' JS3896'CALIFORNIA FAA AIRPORTS, 1987. JS3896' JS3896'THIS STATION SUITABLE FOR GPS SURVEYS. JS3896' JS3896'DESCRIBED BY S.E. RANDALL. JS3896 JS3896 STATION RECOVERY (1987) JS3896 JS3896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 JS3896'8.9 KM (5.55 MI) NORTH FROM LODI. JS3896'6.3 KM (3.90 MI) NORTH ALONG LOWER SACRAMENTO ROAD FROM THE JUNCTION JS3896'OF TURNER ROAD IN LODI, THENCE 2.6 KM (1.60 MI) EAST ALONG JAHANT JS3896'ROAD, AT LODI AIRPORT, AT THE NORTH WINDSOCK POLE AND AN EAST-WEST JS3896'TAXIWAY, 22.2 M (72.8 FT) WEST-NORTHWEST OF THE CENTER OF THE JS3896'TAXIWAY, 5.0 M (16.4 FT) WEST-SOUTHWEST OF THE POLE. JS3896'THE MARK IS ABOVE LEVEL WITH THE TAXIWAY. JS3896 JS3896 STATION RECOVERY (1997) JS3896 JS3896'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS3896'THE STATION WAS RECOVERED. THE 1987 RECOVERY NOTE IS ADEQUATE. NOTIFY JS3896'THE AIRPORT MANAGER IF PRESENT BEFORE DRIVING TO THE STATION. WATCH JS3896'FOR AIRCRAFT TAXIING BETWEEN HANGARS AND RUNWAY. THE STATION WAS JS3896'OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA JS3896'GPS/VERTICAL PROJECT. JS3896 JS3896 STATION RECOVERY (2002) JS3896 JS3896'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS3896'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS3896'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9887 *********************************************************************** AE9887 HT_MOD - This is a Height Modernization Survey Station. AE9887 DESIGNATION - MARTI AE9887 PID - AE9887 AE9887 STATE/COUNTY- CA/SAN JOAQUIN AE9887 USGS QUAD - HOLT (1994) AE9887 AE9887 *CURRENT SURVEY CONTROL AE9887 ___________________________________________________________________ AE9887* NAD 83(1998)- 37 58 32.21892(N) 121 28 26.36097(W) ADJUSTED AE9887* NAVD 88 - 3.49 (meters) 11.5 (feet) GPS OBS AE9887 ___________________________________________________________________ AE9887 EPOCH DATE - 2002.86 AE9887 X - -2,628,346.857 (meters) COMP AE9887 Y - -4,293,446.126 (meters) COMP AE9887 Z - 3,903,293.259 (meters) COMP AE9887 LAPLACE CORR- 3.70 (seconds) DEFLEC99 AE9887 ELLIP HEIGHT- -28.62 (meters) (10/28/05) GPS OBS AE9887 GEOID HEIGHT- -32.12 (meters) GEOID03 AE9887 AE9887 HORZ ORDER - FIRST AE9887 ELLP ORDER - FOURTH CLASS I AE9887 AE9887.The horizontal coordinates were established by GPS observations AE9887.and adjusted by the National Geodetic Survey in October 2005. AE9887.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9887.DATUM ITEM on the data sheet items page. AE9887.The horizontal coordinates are valid at the epoch date displayed above. AE9887.The epoch date for horizontal control is a decimal equivalence AE9887.of Year/Month/Day. AE9887 AE9887.The orthometric height was determined by GPS observations and a AE9887.high-resolution geoid model using precise GPS observation and AE9887.processing techniques. AE9887 AE9887.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9887 AE9887.The Laplace correction was computed from DEFLEC99 derived deflections. AE9887 AE9887.The ellipsoidal height was determined by GPS observations AE9887.and is referenced to NAD 83. AE9887 AE9887.The geoid height was determined by GEOID03. AE9887 AE9887; North East Units Scale Factor Converg. AE9887;SPC CA 3 - 664,211.726 1,914,430.768 MT 0.99993683 -0 35 46.7 AE9887;SPC CA 3 - 2,179,167.97 6,280,928.28 sFT 0.99993683 -0 35 46.7 AE9887;UTM 10 - 4,204,208.018 634,027.911 MT 0.99982125 +0 56 20.9 AE9887 AE9887! - Elev Factor x Scale Factor = Combined Factor AE9887!SPC CA 3 - 1.00000449 x 0.99993683 = 0.99994132 AE9887!UTM 10 - 1.00000449 x 0.99982125 = 0.99982574 AE9887 AE9887 SUPERSEDED SURVEY CONTROL AE9887 AE9887 NAD 83(1992)- 37 58 32.21670(N) 121 28 26.35829(W) AD(1997.30) 1 AE9887 ELLIP H (07/10/98) -28.64 (m) GP(1997.30) 4 1 AE9887 NAD 83(1992)- 37 58 32.21629(N) 121 28 26.35858(W) AD(1997.30) 1 AE9887 ELLIP H (05/14/98) -28.55 (m) GP(1997.30) 3 1 AE9887 AE9887.Superseded values are not recommended for survey control. AE9887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9887.See file dsdata.txt to determine how the superseded data were derived. AE9887 AE9887_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3402804208(NAD 83) AE9887_MARKER: DD = SURVEY DISK AE9887_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE9887_STAMPING: MARTI 1997 AE9887_MARK LOGO: BOR AE9887_PROJECTION: FLUSH AE9887_MAGNETIC: N = NO MAGNETIC MATERIAL AE9887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9887+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2002 AE9887_ROD/PIPE-DEPTH: 5.80 meters AE9887 AE9887 HISTORY - Date Condition Report By AE9887 HISTORY - 1997 MONUMENTED BOR AE9887 HISTORY - 20021202 GOOD CADWR AE9887 AE9887 STATION DESCRIPTION AE9887 AE9887'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9887'THE STATION IS LOCATED ABOUT 10.5 MI (16.9 KM) WEST OF STOCKTON ON THE AE9887'NORTHWEST CORNER OF ROBERTS ISLAND, NEAR THE BRIDGE OVER TURNER CUT TO AE9887'MACDONALD ISLAND. TO REACH THE STATION FROM THE INTERSECTION OF AE9887'INTERSTATE HIGHWAY 5 AND STATE HIGHWAY 4 AT STOCKTON, GO WEST ON AE9887'HIGHWAY 4 FOR 5.5 MI (8.9 KM) TO THE INTERSECTION OF INLAND DRIVE. AE9887'TURN RIGHT AND GO NORTH ON INLAND DRIVE FOR 2.1 MI (3.4 KM) TO WHERE AE9887'THE ROAD MAKES A 90-DEGREE TURN WEST. TURN LEFT AND GO WEST ON AE9887'MACDONALD ROAD FOR 4.5 MI (7.2 KM) TO THE BRIDGE GOING TO MACDONALD AE9887'ISLAND AND THE STATION ON THE LEFT. THE STATION IS A 2.5 INCH AE9887'ALUMINUM ALLOY DOMED CAP WITH MAGNET, SET 0.2 FT (0.1 M) BELOW GROUND, AE9887'ATTACHED TO A ALUMINUM ALLOY ROD DRIVEN 19 FT (5.8 M) TO REFUSAL, AE9887'ENCASED IN A 4 INCH DIAMETER PVC PIPE SET TO A DEPTH OF 4 FT (1.2 M) AE9887'IN A 1 FT (0.3 M) DIAMETER CONCRETE-FILLED HOLE 4 FT (1.2 M) DEEP. AE9887'THE STATION IS 62.5 FT (19.1 M) SOUTHEAST OF A CHISELED CROSS ON THE AE9887'CONCRETE CURB AT THE SOUTHEAST END OF THE BRIDGE, 50 FT (15.2 M) AE9887'SOUTHWEST OF THE STOP SIGN AT THE INTERSECTION TO THE BRIDGE ACCESS AE9887'ROAD, 21.7 FT (6.6 M) NORTH OF THE EAST (PAINTED WHITE) LEVEE ROAD AE9887'GATEPOST, AND 1.2 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST. THE AE9887'STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA AE9887'GPS/VERTICAL PROJECT. AE9887 AE9887 STATION RECOVERY (2002) AE9887 AE9887'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9887'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL NOTES. ADJACENT AE9887'THE BRIDGE TO MACDONALD ISLAND IS A LARGE SIGN FOR ZUCKERMAN HERITAGE, AE9887'INC PACKING SHED AND DELTA BLUEGRASS COMPANY. THE ROADWAY TO THE AE9887'BRIDGE IS 0.3 MI SOUTH OF THE ACCESS ROAD TO THE LAUNCH RAMP OF THE AE9887'TIKI LAGUN (SIC) RESORT AND MARINA. THE STATION WAS OBSERVED AS PART AE9887'OF THE DWR DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS0118 *********************************************************************** HS0118 HT_MOD - This is a Height Modernization Survey Station. HS0118 DESIGNATION - MATTHEW HS0118 PID - HS0118 HS0118 STATE/COUNTY- CA/SAN JOAQUIN HS0118 USGS QUAD - STOCKTON WEST (1987) HS0118 HS0118 *CURRENT SURVEY CONTROL HS0118 ___________________________________________________________________ HS0118* NAD 83(1998)- 37 52 56.96425(N) 121 17 22.47727(W) ADJUSTED HS0118* NAVD 88 - 5.05 (meters) 16.6 (feet) GPS OBS HS0118 ___________________________________________________________________ HS0118 EPOCH DATE - 2002.86 HS0118 X - -2,617,814.975 (meters) COMP HS0118 Y - -4,307,314.208 (meters) COMP HS0118 Z - 3,895,141.153 (meters) COMP HS0118 LAPLACE CORR- 2.02 (seconds) DEFLEC99 HS0118 ELLIP HEIGHT- -26.90 (meters) (10/28/05) GPS OBS HS0118 GEOID HEIGHT- -31.96 (meters) GEOID03 HS0118 HS0118 HORZ ORDER - FIRST HS0118 VERT ORDER - FIRST CLASS II (See Below) HS0118 ELLP ORDER - FOURTH CLASS I HS0118 HS0118.The horizontal coordinates were established by GPS observations HS0118.and adjusted by the National Geodetic Survey in October 2005. HS0118.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS0118.DATUM ITEM on the data sheet items page. HS0118.The horizontal coordinates are valid at the epoch date displayed above. HS0118.The epoch date for horizontal control is a decimal equivalence HS0118.of Year/Month/Day. HS0118 HS0118.The orthometric height was determined by GPS observations and a HS0118.high-resolution geoid model using precise GPS observation and HS0118.processing techniques. HS0118.The vertical order pertains to the NGVD 29 superseded value. HS0118 HS0118.Photographs are available for this station. HS0118 HS0118.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS0118 HS0118.The Laplace correction was computed from DEFLEC99 derived deflections. HS0118 HS0118.The ellipsoidal height was determined by GPS observations HS0118.and is referenced to NAD 83. HS0118 HS0118.The geoid height was determined by GEOID03. HS0118 HS0118; North East Units Scale Factor Converg. HS0118;SPC CA 3 - 653,723.555 1,930,544.553 MT 0.99993180 -0 29 00.3 HS0118;SPC CA 3 - 2,144,758.03 6,333,794.92 sFT 0.99993180 -0 29 00.3 HS0118;UTM 10 - 4,194,156.026 650,415.426 MT 0.99987866 +1 03 01.7 HS0118 HS0118! - Elev Factor x Scale Factor = Combined Factor HS0118!SPC CA 3 - 1.00000422 x 0.99993180 = 0.99993602 HS0118!UTM 10 - 1.00000422 x 0.99987866 = 0.99988288 HS0118 HS0118: Primary Azimuth Mark Grid Az HS0118:SPC CA 3 - MATTHEW AZ MK 093 35 08.7 HS0118:UTM 10 - MATTHEW AZ MK 092 03 06.7 HS0118 HS0118|---------------------------------------------------------------------| HS0118| PID Reference Object Distance Geod. Az | HS0118| dddmmss.s | HS0118| HS4708 STOCKTON COUNTY HOSPITAL TANK 445.961 METERS 0435556.4 | HS0118| HS4659 STOCKTON AIRPORT BEACON ON TK APPROX. 3.9 KM 0751633.1 | HS0118| HS0117 MATTHEW RM 1 7.799 METERS 09259 | HS0118| HS0116 MATTHEW AZ MK 0930608.4 | HS0118| HS0120 MATTHEW RM 2 20.678 METERS 27151 | HS0118| HS0119 MATTHEW RM 3 20.711 METERS 27204 | HS0118|---------------------------------------------------------------------| HS0118 HS0118 SUPERSEDED SURVEY CONTROL HS0118 HS0118 NAD 83(1992)- 37 52 56.96229(N) 121 17 22.47386(W) AD(1997.30) 1 HS0118 ELLIP H (07/10/98) -26.92 (m) GP(1997.30) 4 1 HS0118 NAD 83(1992)- 37 52 56.96195(N) 121 17 22.47422(W) AD(1997.30) 1 HS0118 ELLIP H (05/14/98) -26.83 (m) GP(1997.30) 3 1 HS0118 NAD 83(1992)- 37 52 56.96028(N) 121 17 22.47166(W) AD(1991.35) 1 HS0118 ELLIP H (10/14/94) -26.85 (m) GP(1991.35) 4 2 HS0118 NAD 83(1992)- 37 52 56.97034(N) 121 17 22.46904(W) AD(1991.35) 2 HS0118 NAD 83(1986)- 37 52 56.96218(N) 121 17 22.47220(W) AD(1984.00) 2 HS0118 NAD 27 - 37 52 57.23220(N) 121 17 18.66930(W) AD( ) 2 HS0118 NGVD 29 (??/??/92) 4.311 (m) 14.14 (f) ADJ UNCH 1 2 HS0118 HS0118.Superseded values are not recommended for survey control. HS0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0118.See file dsdata.txt to determine how the superseded data were derived. HS0118 HS0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG5041594156(NAD 83) HS0118_MARKER: DS = TRIANGULATION STATION DISK HS0118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0118_SP_SET: SET IN TOP OF CONCRETE MONUMENT HS0118_STAMPING: MATTHEW 1959 HS0118_MARK LOGO: CGS HS0118_MAGNETIC: N = NO MAGNETIC MATERIAL HS0118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0118+STABILITY: SURFACE MOTION HS0118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS0118+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2004 HS0118 HS0118 HISTORY - Date Condition Report By HS0118 HISTORY - 1959 MONUMENTED CGS HS0118 HISTORY - 1959 GOOD CGS HS0118 HISTORY - 1964 SEE DESCRIPTION CGS HS0118 HISTORY - 1973 SEE DESCRIPTION NGS HS0118 HISTORY - 1973 GOOD NGS HS0118 HISTORY - 19931123 GOOD CADT HS0118 HISTORY - 19970812 GOOD USGS HS0118 HISTORY - 20021202 GOOD CADWR HS0118 HISTORY - 20040811 GOOD BESTOR HS0118 HS0118 STATION DESCRIPTION HS0118 HS0118'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG) HS0118'THE STATION IS LOCATED ABOUT 1/4 MILE AIRLINE, SOUTHWEST OF THE HS0118'SAN JOAQUIN COUNTY HOSPITAL, 1 MILE AIRLINE, WEST OF FRENCH HS0118'CAMP, AND JUST NORTH OF MATTHEWS ROAD. HS0118' HS0118'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 50 HS0118'AND STATE HIGHWAY 4 AT THE SOUTH PART OF STOCKTON, GO SOUTHERLY HS0118'ON U.S. HIGHWAY 50 FOR 3.7 MILES TO A SIDE ROAD ON THE RIGHT HS0118'AT A SIGN, HOSPITAL ROAD. CONTINUE ON U.S. HIGHWAY 50 FOR HS0118'0.3 MILE TO MATHEWS ROAD ON THE RIGHT. TURN RIGHT AND GO HS0118'WEST ON MATHEWS ROAD FOR 0.25 MILE TO THE AZIMUTH MARK ON THE HS0118'LEFT. CONTINUE WEST ON MATHEWS ROAD FOR 0.5 MILE TO THE HS0118'STATION ON THE RIGHT. HS0118' HS0118'THE STATION MARK IS A STANDARD BRONZE DISK STAMPED MATTHEW 1959, HS0118'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, WHICH HS0118'IS FLUSH WITH GROUND LEVEL. MARK IS 3 FEET SOUTH OF A FENCELINE, HS0118'24 FEET NORTH OF THE APPROXIMATE CENTER LINE OF MATHEWS ROAD, HS0118'AND 10 FEET EAST OF A METAL WITNESS POST. HS0118' HS0118'REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED HS0118'MATTHEW NO 1 1959, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE HS0118'MONUMENT, WHICH IS FLUSH WITH THE GROUND LEVEL. MARK IS 24 HS0118'FEET NORTH OF THE APPROXIMATE CENTER LINE OF MATHEWS ROAD, HS0118'AND 2 FEET SOUTH OF A POWER LINE POLE. HS0118' HS0118'REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED HS0118'MATTHEW NO 2 1959, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE HS0118'MONUMENT, WHICH IS FLUSH WITH GROUND LEVEL. MARK IS 3 FEET SOUTH HS0118'OF A FENCE LINE AND 24 FEET NORTH OF THE APPROXIMATE CENTER HS0118'LINE OF MATHEWS ROAD. HS0118' HS0118'THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED MATTHEW 1959, HS0118'SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, WHICH HS0118'IS FLUSH WITH GROUND LEVEL. MARK IS 22 FEET SOUTH OF THE HS0118'APPROXIMATE CENTER LINE OF MATHEWS ROAD, 12 FEET WEST OF THE HS0118'APPROXIMATE CENTER LINE OF A SIDE ROAD, AND 1 FOOT SOUTH HS0118'OF A POWER LINE POLE. HS0118 HS0118 STATION RECOVERY (1959) HS0118 HS0118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 HS0118'1 MI W FROM FRENCH CAMP. HS0118'0.1 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM HS0118'THE LIGON AND COMPANY PACKING SHED (A FORMER STATION) AT FRENCH HS0118'CAMP, THENCE 0.9 MILE WEST ALONG MATHEWS ROAD, 186 FEET NORTHEAST HS0118'OF AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A MESH WIRE HS0118'FENCE AROUND THE FRENCH CAMP SUBSTATION, 26 FEET WEST OF TELEPHONE HS0118'POLE 22, 28 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3 FEET HS0118'SOUTH OF A FENCE, 10 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH HS0118'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE HS0118'GROUND. HS0118 HS0118 STATION RECOVERY (1964) HS0118 HS0118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (CH) HS0118'THE STATION, R.M. 1 AND AZIMUTH WERE RECOVERED IN GOOD CONDITION. HS0118' HS0118'THE STATION IS LOCATED ABOUT 0.9 MILE WEST OF FRENCH CAMP. TO HS0118'REACH FROM FRENCH CAMP GO 0.9 MILE WEST ALONG MATTHEW ROAD. HS0118' HS0118'THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED HS0118'MATTHEW 1959, 28 FEET NORTH OF THE CENTER LINE OF THE ROAD, HS0118'26 FEET WEST OF TELEPHONE POLE 22, 10 FEET EAST OF A WITNESS HS0118'POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A HS0118'CONCRETE POST FLUSH WITH THE GROUND. HS0118' HS0118'R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED MATTHEW NO HS0118'1 1959, 25.6 FEET EAST OF THE STATION, 28 FEET NORTH OF THE HS0118'CENTER LINE OF THE ROAD, AND SET IN THE TOP OF A CONCRETE HS0118'POST PROJECTING 0.1 FOOT ABOVE THE GROUND. HS0118' HS0118'R.M. 2 IS DESTROYED, THE CONCRETE POST LYING ON TOP OF THE HS0118'GROUND. THE DISK WAS RECOVERED. HS0118' HS0118'MATTHEW AZI IS A C AND GS AZIMUTH MARK DISK, STAMPED MATTHEW HS0118'1959, 0.4 MILE EAST OF THE STATION, 27 FEET SOUTH OF THE CENTER HS0118'LINE OF THE ROAD, 1 FOOT SOUTH OF POWER LINE POLE 4/21, ABOUT HS0118'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST HS0118'FLUSH WITH THE GROUND. HS0118 HS0118 STATION RECOVERY (1973) HS0118 HS0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (CLN) HS0118'THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARK 1 WERE HS0118'RECOVERED IN GOOD CONDITION. THE REFERENCE MARK 2 CONCRETE HS0118'POST WAS FOUND TILTED IN THE GROUND AND THE DISK WAS MISSING SO THE HS0118'CONCRETE POST WAS STRAIGHTENED AND A NEW DISK, REFERENCE MARK 3, HS0118'WAS SET IN IT ON THIS DATE. THE DISTANCE AND DIRECTION TO HS0118'REFERENCE MARK 1 MEASURED ON THIS DATE AGREED WITH THE 1959 HS0118'MEASUREMENTS. THE 1959 DESCRIPTION IS ADEQUATE WITH THE HS0118'FOLLOWING ADDITIONS-- HS0118' HS0118'THE STATION MARK IS 25.6 FEET WEST OF A TELEPHONE POLE AND 2.1 HS0118'FEET NORTH OF A METAL WITNESS POST. HS0118' HS0118'REFERENCE MARK 3 IS A NGS REFERENCE MARK DISK STAMPED MATTHEW HS0118'1959 NO 3 1973 SET IN THE TOP OF A 10-INCH-SQUARE CONCRETE HS0118'POST PROJECTING 0.2 FOOT ABOVE THE GROUND AND IS 28.3 FEET HS0118'NORTH OF THE CENTER LINE OF THE ROAD, 2.2 FEET SOUTH OF HS0118'A FENCE LINE, 1.1 FEET NORTH OF A METAL WITNESS POST, AND 0.8 HS0118'FOOT HIGHER THAN THE STATION MARK. HS0118' HS0118'THE AZIMUTH MARK IS 28.0 FEET SOUTH OF THE CENTER LINE OF HS0118'MATHEWS ROAD, 20.3 FEET EAST OF POWER POLE 4/21 266, AND HS0118'14 FEET WEST OF THE CENTER LINE OF GRAVELED GROVE TREE STREET HS0118'LEADING SOUTH. HS0118' HS0118'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON MATHEWS HS0118'ROAD 0.35 MILE TO GROVE TREE STREET AND THE AZIMUTH MARK ON HS0118'THE RIGHT (SOUTH). HS0118' HS0118'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1/4 MILE HS0118'SW OF SAN JOAQUIN COUNTY HOSP. HS0118 HS0118 STATION RECOVERY (1973) HS0118 HS0118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 HS0118'RECOVERED IN GOOD CONDITION. HS0118 HS0118 STATION RECOVERY (1993) HS0118 HS0118'RECOVERY NOTE BY CALTRANS 1993 (PDG) HS0118'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED. A COMPLETE NEW HS0118'DESCRIPTION FOLLOWS. HS0118' HS0118'THE STATION IS LOCATED AT THE SAN JOAQUIN COUNTY JUVENILE JUSTICE HS0118'CENTER (535 WEST MATHEWS ROAD), ABOUT 5 MI (8.0 KM) SOUTH OF THE CITY HS0118'OF STOCKTON AND ABOUT 1 MI (1.6 KM) WEST OF THE TOWN OF FRENCH CAMP. HS0118' HS0118'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND HS0118'MATHEWS ROAD, ABOUT 5 MILES (8.0 KM) SOUTH OF STOCKTON, GO WEST ON HS0118'MATHEWS ROAD FOR 0.6 MI (1.0 KM) TO THE JUVENILE JUSTICE CENTER AND HS0118'THE STATION ON THE RIGHT. HS0118' HS0118'THE STATION IS 74.8 FT (22.8 M) EAST OF A LIGHT POLE, 49.1 FT (15.0 M) HS0118'SOUTH OF THE SOUTH FACE OF THE JUVENILE JUSTICE CENTER BUILDING, 27.2 HS0118'FT (8.3 M) NORTH OF THE CENTERLINE OF MATHEWS ROAD, 25.1 FT (7.7 M) HS0118'WEST OF A TELEPHONE POLE WITH JUNCTION BOX AND REFERENCE MARK NO 1, HS0118'1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST AND 0.3 FT (0.1 M) HS0118'BELOW THE GROUND. THE NORTHEAST CORNER OF THE CONCRETE MONUMENT IS HS0118'BROKEN OFF AND THE DISK HAS SOME GOUGE MARKS. THE MONUMENT IS STABLE. HS0118' HS0118'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION HS0118'SURVEY. HS0118 HS0118 STATION RECOVERY (1997) HS0118 HS0118'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1997 (MEI) HS0118'THE STATION WAS RECOVERED AND OCCUPIED AS PART OF THE SAN HS0118'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. HS0118 HS0118 STATION RECOVERY (2002) HS0118 HS0118'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) HS0118'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR HS0118'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. HS0118 HS0118 STATION RECOVERY (2004) HS0118 HS0118'RECOVERY NOTE BY BESTOR ENGINEERS INCORPORATED 2004 (SDT) HS0118'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS3429 *********************************************************************** HS3429 HT_MOD - This is a Height Modernization Survey Station. HS3429 TIDAL BM - This is a Tidal Bench Mark. HS3429 DESIGNATION - OLD RM 3=TIDAL 5 HS3429 PID - HS3429 HS3429 STATE/COUNTY- CA/SAN JOAQUIN HS3429 USGS QUAD - WOODWARD ISLAND (1978) HS3429 HS3429 *CURRENT SURVEY CONTROL HS3429 ___________________________________________________________________ HS3429* NAD 83(1998)- 37 53 25.11939(N) 121 34 09.15146(W) ADJUSTED HS3429* NAVD 88 - 4.51 (meters) 14.8 (feet) GPS OBS HS3429 ___________________________________________________________________ HS3429 EPOCH DATE - 2002.86 HS3429 X - -2,638,526.090 (meters) COMP HS3429 Y - -4,294,031.949 (meters) COMP HS3429 Z - 3,895,825.719 (meters) COMP HS3429 LAPLACE CORR- 0.53 (seconds) DEFLEC99 HS3429 ELLIP HEIGHT- -27.78 (meters) (10/28/05) GPS OBS HS3429 GEOID HEIGHT- -32.30 (meters) GEOID03 HS3429 HS3429 HORZ ORDER - FIRST HS3429 VERT ORDER - FIRST CLASS II (See Below) HS3429 ELLP ORDER - FOURTH CLASS I HS3429 HS3429.The horizontal coordinates were established by GPS observations HS3429.and adjusted by the National Geodetic Survey in October 2005. HS3429.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS3429.DATUM ITEM on the data sheet items page. HS3429.The horizontal coordinates are valid at the epoch date displayed above. HS3429.The epoch date for horizontal control is a decimal equivalence HS3429.of Year/Month/Day. HS3429 HS3429.The orthometric height was determined by GPS observations and a HS3429.high-resolution geoid model using precise GPS observation and HS3429.processing techniques. HS3429.The vertical order pertains to the NGVD 29 superseded value. HS3429 HS3429.This Tidal Bench Mark is designated as VM 11850 HS3429.by the Center for Operational Oceanographic Products and Services. HS3429 HS3429.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS3429 HS3429.The Laplace correction was computed from DEFLEC99 derived deflections. HS3429 HS3429.The ellipsoidal height was determined by GPS observations HS3429.and is referenced to NAD 83. HS3429 HS3429.The geoid height was determined by GEOID03. HS3429 HS3429; North East Units Scale Factor Converg. HS3429;SPC CA 3 - 654,835.792 1,905,957.488 MT 0.99993212 -0 39 16.6 HS3429;SPC CA 3 - 2,148,407.09 6,253,128.86 sFT 0.99993212 -0 39 16.6 HS3429;UTM 10 - 4,194,609.766 625,809.773 MT 0.99979495 +0 52 43.8 HS3429 HS3429! - Elev Factor x Scale Factor = Combined Factor HS3429!SPC CA 3 - 1.00000436 x 0.99993212 = 0.99993648 HS3429!UTM 10 - 1.00000436 x 0.99979495 = 0.99979931 HS3429 HS3429 SUPERSEDED SURVEY CONTROL HS3429 HS3429 NAD 83(1998)- 37 53 25.11850(N) 121 34 09.14997(W) AD(2000.86) B HS3429 ELLIP H (11/27/02) -27.77 (m) GP(2000.86) 4 1 HS3429 NAD 83(1992)- 37 53 25.11761(N) 121 34 09.14888(W) AD(1997.30) 1 HS3429 ELLIP H (07/10/98) -27.79 (m) GP(1997.30) 4 1 HS3429 NAD 83(1992)- 37 53 25.11724(N) 121 34 09.14921(W) AD(1997.30) 1 HS3429 ELLIP H (05/14/98) -27.70 (m) GP(1997.30) 3 1 HS3429 NGVD 29 (??/??/92) 3.793 (m) 12.44 (f) ADJ UNCH 1 2 HS3429 HS3429.Superseded values are not recommended for survey control. HS3429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS3429.See file dsdata.txt to determine how the superseded data were derived. HS3429 HS3429_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG2581094610(NAD 83) HS3429_MARKER: DR = REFERENCE MARK DISK HS3429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS3429_SP_SET: SET IN TOP OF CONCRETE MONUMENT HS3429_STAMPING: OLD RM 3 1931 HS3429_MARK LOGO: CGS HS3429_MAGNETIC: N = NO MAGNETIC MATERIAL HS3429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS3429+STABILITY: SURFACE MOTION HS3429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS3429+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2004 HS3429 HS3429 HISTORY - Date Condition Report By HS3429 HISTORY - 1931 MONUMENTED CGS HS3429 HISTORY - 1951 GOOD NGS HS3429 HISTORY - 1975 GOOD NGS HS3429 HISTORY - 19970815 GOOD USGS HS3429 HISTORY - 20010116 GOOD FRAME HS3429 HISTORY - 20021022 GOOD CADT HS3429 HISTORY - 20021202 GOOD CADWR HS3429 HISTORY - 20040817 GOOD BESTOR HS3429 HS3429 STATION DESCRIPTION HS3429 HS3429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951 HS3429'AT VICTORIA ISLAND. HS3429'ON THE WEST SIDE OF VICTORIA ISLAND, 124.1 FEET NORTHEAST OF HS3429'THE EAST CORNER OF STATE HIGHWAY 4 DRAWBRIDGE OVER OLD RIVER, HS3429'ON THE SOUTHEAST SHOULDER OF THE LEVEE, 119.5 FEET NORTHEAST OF HS3429'TIDAL 1, 62.8 FEET SOUTHWEST OF TRIANGULATION STATION OLD, 15 HS3429'FEET SOUTHEAST OF THE CENTER LINE OF THE LEVEE ROAD, 3.4 FEET HS3429'EAST OF A WITNES POST, ABOUT ONE FOOT LOWER THAN THE ROAD, HS3429'0.6 FEET UNDERGROUND, AND SET IN THE TOP OF A CONCRETE POST. HS3429 HS3429 STATION RECOVERY (1975) HS3429 HS3429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 HS3429'RECOVERED IN GOOD CONDITION. HS3429 HS3429 STATION RECOVERY (1997) HS3429 HS3429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1997 (MEI) HS3429'THE STATION WAS RECOVERED AND A COMPLETE NEW DESCRIPTION FOLLOWS. THE HS3429'STATION IS ABOUT 15.7 MI (25.3 KM) SOUTHWEST OF STOCKTON, ABOUT 7.5 MI HS3429'(12.1 KM) EAST-SOUTHEAST OF BRENTWOOD AND ABOUT 2.1 MI (3.4 KM) EAST HS3429'OF DISCOVERY BAY ON THE WEST SIDE OF VICTORIA ISLAND. TO REACH THE HS3429'STATION FROM THE INTERSECTION OF STATE HIGHWAY 4 AND TRACY BLVD, ABOUT HS3429'10 MI (16.1 KM) SOUTHWEST OF STOCKTON, GO WEST ON STATE HIGHWAY 4 FOR HS3429'ABOUT 4.7 MI (7.6 KM) TO THE EAST ABUTMENT OF THE BRIDGE OVER OLD HS3429'RIVER. TURN RIGHT (NORTHEAST) ONTO THE LEVEE ROAD AND GO 124 FT (37.8 HS3429'M) TO THE STATION ON THE RIGHT. THE STATION IS 124 FT (37.8 M) HS3429'NORTHEAST OF THE EAST CORNER OF THE BRIDGE, 15 FT (4.6 M) SOUTHEAST OF HS3429'THE CENTERLINE OF THE LEVEE ROAD, SET IN THE TOP OF A CONCRETE POST HS3429'LEVEL WITH THE LEVEE ROAD. THE DISK SHOWS SIGN OF SOME VANDALISM BUT HS3429'APPEARS TO BE STABLE. THE STATION WAS OCCUPIED AS PART OF THE SAN HS3429'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. HS3429 HS3429 STATION RECOVERY (2001) HS3429 HS3429'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2001 (JHF) HS3429'RECOVERED AS DESCRIBED. HS3429 HS3429 STATION RECOVERY (2002) HS3429 HS3429'RECOVERY NOTE BY CALTRANS 2002 (DH) HS3429'FOUND IN GOOD CONDITION. HS3429 HS3429 STATION RECOVERY (2002) HS3429 HS3429'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) HS3429'RECOVERED AS DESCRIBED. HISTORICAL TIDE GAGE WAS 9414836, BORDEN HWY HS3429'BRIDGE, OLD RIVER. THE STATION WAS OBSERVED AS PART OF THE DWR DELTA HS3429'2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. HS3429 HS3429 STATION RECOVERY (2004) HS3429 HS3429'RECOVERY NOTE BY BESTOR ENGINEERS INCORPORATED 2004 (DT) HS3429'STAMPING IS MOSTLY ILLEGIBLE. OTHERWISE IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6902 *********************************************************************** DH6902 HT_MOD - This is a Height Modernization Survey Station. DH6902 DESIGNATION - OR 8 DH6902 PID - DH6902 DH6902 STATE/COUNTY- CA/SAN JOAQUIN DH6902 USGS QUAD - CLIFTON COURT FOREBAY (1978) DH6902 DH6902 *CURRENT SURVEY CONTROL DH6902 ___________________________________________________________________ DH6902* NAD 83(1998)- 37 48 36.47433(N) 121 32 30.73761(W) ADJUSTED DH6902* NAVD 88 - 5.44 (meters) 17.8 (feet) GPS OBS DH6902 ___________________________________________________________________ DH6902 EPOCH DATE - 2002.86 DH6902 X - -2,639,333.996 (meters) COMP DH6902 Y - -4,299,944.910 (meters) COMP DH6902 Z - 3,888,799.263 (meters) COMP DH6902 LAPLACE CORR- -1.09 (seconds) DEFLEC99 DH6902 ELLIP HEIGHT- -26.77 (meters) (10/28/05) GPS OBS DH6902 GEOID HEIGHT- -32.22 (meters) GEOID03 DH6902 DH6902 HORZ ORDER - FIRST DH6902 ELLP ORDER - FOURTH CLASS I DH6902 DH6902.The horizontal coordinates were established by GPS observations DH6902.and adjusted by the National Geodetic Survey in October 2005. DH6902.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6902.DATUM ITEM on the data sheet items page. DH6902.The horizontal coordinates are valid at the epoch date displayed above. DH6902.The epoch date for horizontal control is a decimal equivalence DH6902.of Year/Month/Day. DH6902 DH6902.The orthometric height was determined by GPS observations and a DH6902.high-resolution geoid model using precise GPS observation and DH6902.processing techniques. DH6902 DH6902.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6902 DH6902.The Laplace correction was computed from DEFLEC99 derived deflections. DH6902 DH6902.The ellipsoidal height was determined by GPS observations DH6902.and is referenced to NAD 83. DH6902 DH6902.The geoid height was determined by GEOID03. DH6902 DH6902; North East Units Scale Factor Converg. DH6902;SPC CA 3 - 645,910.461 1,908,262.769 MT 0.99992971 -0 38 16.3 DH6902;SPC CA 3 - 2,119,124.57 6,260,692.10 sFT 0.99992971 -0 38 16.3 DH6902;UTM 10 - 4,185,750.455 628,352.619 MT 0.99980291 +0 53 38.5 DH6902 DH6902! - Elev Factor x Scale Factor = Combined Factor DH6902!SPC CA 3 - 1.00000420 x 0.99992971 = 0.99993391 DH6902!UTM 10 - 1.00000420 x 0.99980291 = 0.99980711 DH6902 DH6902 SUPERSEDED SURVEY CONTROL DH6902 DH6902.No superseded survey control is available for this station. DH6902 DH6902_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG2835385750(NAD 83) DH6902_MARKER: DD = SURVEY DISK DH6902_SETTING: 56 = COPPER-CLAD ROD IN SLEEVE (10 FT.+) DH6902_STAMPING: OR 8 DH6902_MARK LOGO: CADWR DH6902_PROJECTION: PROJECTING 3 CENTIMETERS DH6902_MAGNETIC: N = NO MAGNETIC MATERIAL DH6902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6902+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2002 DH6902_ROD/PIPE-DEPTH: 7.3 meters DH6902 DH6902 HISTORY - Date Condition Report By DH6902 HISTORY - 1998 MONUMENTED CADWR DH6902 HISTORY - 20021202 GOOD CADWR DH6902 DH6902 STATION DESCRIPTION DH6902 DH6902'DESCRIBED BY CA DEPT OF WATER RES 2002 (WLB) DH6902'THE STATION IS ABOUT 7 MI (11.3 KM) NORTHWEST OF TRACY AND ABOUT 5 MI DH6902'(8.0 KM) NORTHEAST OF THE TOWN OF BYRON. TO REACH THE STATION FROM DH6902'THE INTERSECTION OF INTERSTATE 205 AND TRACY BLVD IN TRACY, GO NORTH DH6902'ON TRACY BLVD 3.5 MI (5.6 KM) TO THE INTERSECTION OF FINCK RD, A SIDE DH6902'RD LEFT. TURN LEFT ON FINCK RD AND GO WEST ABOUT 6 MI (9.7 KM) TO THE DH6902'END OF THE PAVEMENT AND A SET OF FARM BUILDINGS. FOLLOW THE DIRT DH6902'ROAD NORTHWESTERLY THAT PARALLELS THE TOE OF THE NORTH LEVEE OF OLD DH6902'RIVER AND GOES AMONG THE BUILDINGS AND UP ONTO THE LEVEE ROAD. DH6902'FOLLOW THE LEVEE RD NORTHWEST ABOUT 0.45 MI (0.72 KM) TO A DWR GAGING DH6902'STATION AND THE MARK ON THE LEFT. THE STATION IS A 2-IN-DIA BRASS DH6902'DISK SET 3 IN. BELOW THE TOP OF A 4-IN-DIA PVC PIPE. IT IS 17 FT DH6902'(5.2 M) SOUTH OF THE CENTERLINE OF THE LEVEE RD, 7.5 FT (2.3 M) EAST DH6902'OF THE EASTERN RAIL OF THE CATWALK TO THE GAGING STATION, 4.5 FT (1.4 DH6902'M) NORTHWEST OF THE GAGING STATION HORIZONTAL PIPE BRACE WHERE IT DH6902'ENTERS THE LEVEE CROWN, AND 2.0 FT (0.6 M) SOUTH OF A STEEL WITNESS DH6902'POST. THE STATION WAS OBSERVED AS PART OF THE DWR DELTA 2002 DH6902'SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AC9217 *********************************************************************** AC9217 HT_MOD - This is a Height Modernization Survey Station. AC9217 DESIGNATION - PELTIER AZ MK AC9217 PID - AC9217 AC9217 STATE/COUNTY- CA/SAN JOAQUIN AC9217 USGS QUAD - LOCKEFORD (1993) AC9217 AC9217 *CURRENT SURVEY CONTROL AC9217 ___________________________________________________________________ AC9217* NAD 83(1998)- 38 11 00.11314(N) 121 14 37.27159(W) ADJUSTED AC9217* NAVD 88 - 21.20 (meters) 69.6 (feet) GPS OBS AC9217 ___________________________________________________________________ AC9217 EPOCH DATE - 2002.86 AC9217 X - -2,603,698.988 (meters) COMP AC9217 Y - -4,291,829.386 (meters) COMP AC9217 Z - 3,921,456.347 (meters) COMP AC9217 LAPLACE CORR- 3.90 (seconds) DEFLEC99 AC9217 ELLIP HEIGHT- -9.79 (meters) (10/28/05) GPS OBS AC9217 GEOID HEIGHT- -31.02 (meters) GEOID03 AC9217 AC9217 HORZ ORDER - FIRST AC9217 ELLP ORDER - FOURTH CLASS I AC9217 AC9217.The horizontal coordinates were established by GPS observations AC9217.and adjusted by the National Geodetic Survey in October 2005. AC9217.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AC9217.DATUM ITEM on the data sheet items page. AC9217.The horizontal coordinates are valid at the epoch date displayed above. AC9217.The epoch date for horizontal control is a decimal equivalence AC9217.of Year/Month/Day. AC9217 AC9217.The orthometric height was determined by GPS observations and a AC9217.high-resolution geoid model using precise GPS observation and AC9217.processing techniques. AC9217 AC9217.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC9217 AC9217.The Laplace correction was computed from DEFLEC99 derived deflections. AC9217 AC9217.The ellipsoidal height was determined by GPS observations AC9217.and is referenced to NAD 83. AC9217 AC9217.The geoid height was determined by GEOID03. AC9217 AC9217; North East Units Scale Factor Converg. AC9217;SPC CA 3 - 687,083.727 1,934,846.608 MT 0.99995758 -0 27 19.1 AC9217;SPC CA 3 - 2,254,207.19 6,347,909.25 sFT 0.99995758 -0 27 19.1 AC9217;UTM 10 - 4,227,617.698 653,820.625 MT 0.99989141 +1 05 09.4 AC9217 AC9217! - Elev Factor x Scale Factor = Combined Factor AC9217!SPC CA 3 - 1.00000154 x 0.99995758 = 0.99995912 AC9217!UTM 10 - 1.00000154 x 0.99989141 = 0.99989295 AC9217 AC9217 SUPERSEDED SURVEY CONTROL AC9217 AC9217 NAD 83(1992)- 38 11 00.11149(N) 121 14 37.26988(W) AD(1997.30) 1 AC9217 ELLIP H (07/10/98) -9.81 (m) GP(1997.30) 4 1 AC9217 NAD 83(1992)- 38 11 00.11082(N) 121 14 37.26976(W) AD(1997.30) 1 AC9217 ELLIP H (05/14/98) -9.72 (m) GP(1997.30) 3 1 AC9217 NAD 83(1992)- 38 11 00.10898(N) 121 14 37.26635(W) AD(1991.35) 1 AC9217 ELLIP H (06/13/97) -9.70 (m) GP(1991.35) 4 2 AC9217 AC9217.Superseded values are not recommended for survey control. AC9217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC9217.See file dsdata.txt to determine how the superseded data were derived. AC9217 AC9217_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH5382127618(NAD 83) AC9217_MARKER: DZ = AZIMUTH MARK DISK AC9217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT AC9217_STAMPING: PELTIER 1954 AC9217_MARK LOGO: CGS AC9217_MAGNETIC: N = NO MAGNETIC MATERIAL AC9217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AC9217+STABILITY: SURFACE MOTION AC9217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC9217+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2002 AC9217 AC9217 HISTORY - Date Condition Report By AC9217 HISTORY - 1954 MONUMENTED CGS AC9217 HISTORY - 19940201 GOOD CADT AC9217 HISTORY - 19970829 GOOD BOR AC9217 HISTORY - 20021122 GOOD CADWR AC9217 AC9217 STATION DESCRIPTION AC9217 AC9217'DESCRIBED BY CALTRANS 1994 (JCB) AC9217'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE AC9217'STATION IS LOCATED NEAR THE INTERSECTION OF PELTIER ROAD AND KENNEFICK AC9217'ROAD, ABOUT 16 MI (25.7 KM) NORTH-NORTHEAST OF STOCKTON AND 4 MI (6.4 AC9217'KM) NORTHEAST OF LODI. TO REACH THE STATION FROM THE JUNCTION OF AC9217'STATE HIGHWAY 99 AND STATE HIGHWAY 12 (EAST) IN LODI, GO NORTH ON AC9217'HIGHWAY 99 FOR 3.6 MI (5.8 KM) TO THE PELTIER ROAD OFF-RAMP. TAKE THE AC9217'OFF-RAMP NORTH AND EAST FOR 0.15 MI (0.24 KM) TO A T-INTERSECTION WITH AC9217'A FRONTAGE ROAD. TURN RIGHT AND GO SOUTH ON THE FRONTAGE ROAD FOR 0.1 AC9217'MI (0.2 KM) TO THE INTERSECTION WITH PELTIER ROAD. TURN LEFT AND GO AC9217'EAST ON PELTIER ROAD FOR 0.95 MI (1.53 KM) TO THE INTERSECTION WITH AC9217'KENNEFICK ROAD, JUST WEST OF THE CENTRAL CALIFORNIA TRACTION COMPANY AC9217'RAILROAD TRACKS. TURN RIGHT AND GO SOUTH ON KENNEFICK ROAD FOR 0.4 MI AC9217'(0.6 KM) TO THE STATION ON THE LEFT, BETWEEN KENNEFICK ROAD AND THE AC9217'RAILROAD TRACKS. THE STATION IS 81.5 FT (24.8 M) SOUTH OF A POWER AC9217'POLE, 28.0 FT (8.5 M) WEST OF THE WEST RAIL OF THE TRACKS, 23.0 FT AC9217'(7.0 M) EAST OF THE CENTERLINE OF KENNEFICK ROAD, 2.0 FT (0.6 M) NORTH AC9217'OF A CARSONITE WITNESS POST, 1.0 FT (0.3 M) NORTH OF A METAL WITNESS AC9217'POST, LEVEL WITH KENNEFICK ROAD AND PROJECTS 0.4 FT (0.1 M) ABOVE AC9217'GROUND. THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN AC9217'DENSIFICATION SURVEY. AC9217 AC9217 STATION RECOVERY (1997) AC9217 AC9217'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) AC9217'THE STATION WAS RECOVERED AND OCCUPIED AT PART OF THE SAN AC9217'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. AC9217 AC9217 STATION RECOVERY (2002) AC9217 AC9217'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AC9217'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR AC9217'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6903 *********************************************************************** DH6903 HT_MOD - This is a Height Modernization Survey Station. DH6903 DESIGNATION - READY DH6903 PID - DH6903 DH6903 STATE/COUNTY- CA/SAN JOAQUIN DH6903 USGS QUAD - STOCKTON WEST (1987) DH6903 DH6903 *CURRENT SURVEY CONTROL DH6903 ___________________________________________________________________ DH6903* NAD 83(1998)- 37 57 45.51852(N) 121 21 56.30520(W) ADJUSTED DH6903* NAVD 88 - 4.94 (meters) 16.2 (feet) GPS OBS DH6903 ___________________________________________________________________ DH6903 EPOCH DATE - 2002.86 DH6903 X - -2,620,684.834 (meters) COMP DH6903 Y - -4,299,166.280 (meters) COMP DH6903 Z - 3,902,159.164 (meters) COMP DH6903 LAPLACE CORR- 3.15 (seconds) DEFLEC99 DH6903 ELLIP HEIGHT- -26.97 (meters) (10/28/05) GPS OBS DH6903 GEOID HEIGHT- -31.92 (meters) GEOID03 DH6903 DH6903 HORZ ORDER - FIRST DH6903 ELLP ORDER - FOURTH CLASS I DH6903 DH6903.The horizontal coordinates were established by GPS observations DH6903.and adjusted by the National Geodetic Survey in October 2005. DH6903.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6903.DATUM ITEM on the data sheet items page. DH6903.The horizontal coordinates are valid at the epoch date displayed above. DH6903.The epoch date for horizontal control is a decimal equivalence DH6903.of Year/Month/Day. DH6903 DH6903.The orthometric height was determined by GPS observations and a DH6903.high-resolution geoid model using precise GPS observation and DH6903.processing techniques. DH6903 DH6903.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6903 DH6903.The Laplace correction was computed from DEFLEC99 derived deflections. DH6903 DH6903.The ellipsoidal height was determined by GPS observations DH6903.and is referenced to NAD 83. DH6903 DH6903.The geoid height was determined by GEOID03. DH6903 DH6903; North East Units Scale Factor Converg. DH6903;SPC CA 3 - 662,678.446 1,923,936.083 MT 0.99993597 -0 31 47.9 DH6903;SPC CA 3 - 2,174,137.53 6,312,113.63 sFT 0.99993597 -0 31 47.9 DH6903;UTM 10 - 4,202,930.119 643,569.953 MT 0.99985387 +1 00 20.0 DH6903 DH6903! - Elev Factor x Scale Factor = Combined Factor DH6903!SPC CA 3 - 1.00000423 x 0.99993597 = 0.99994020 DH6903!UTM 10 - 1.00000423 x 0.99985387 = 0.99985810 DH6903 DH6903 SUPERSEDED SURVEY CONTROL DH6903 DH6903.No superseded survey control is available for this station. DH6903 DH6903_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4357002930(NAD 83) DH6903_MARKER: DD = SURVEY DISK DH6903_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN DH6903+WITH SETTING: PAVEMENT DH6903_SP_SET: CONCRETE SLAB DH6903_STAMPING: READY 1998 DH6903_MARK LOGO: BOR DH6903_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH6903+STABILITY: SURFACE MOTION DH6903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6903+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2002 DH6903 DH6903 HISTORY - Date Condition Report By DH6903 HISTORY - 1998 MONUMENTED BOR DH6903 HISTORY - 20021202 GOOD CADWR DH6903 DH6903 STATION DESCRIPTION DH6903 DH6903'DESCRIBED BY CA DEPT OF WATER RES 2002 (WLB) DH6903'THE STATION IS LOCATED ON ROUGH AND READY ISLAND, ABOUT 4.5 MI (7.2 DH6903'KM) WEST OF DOWNTOWN STOCKTON. TO REACH THE STATION FROM THE DH6903'INTERSECTION OF INTERSTATE 5 AND STATE HWY 4 WEST EXIT IN STOCKTON, DH6903'GO WEST ON HWY 4 FOR 0.85 MI (1.37 KM) TO FRESNO AVE. TURN RIGHT ON DH6903'FRESNO AVE AND DRIVE NORTH FOR 1.38 MI (2.22 KM) TO WEST WASHINGTON DH6903'ST, TURN LEFT AND DRIVE 1.11 MI (1.79 KM) WEST TO A T-INTERSECTION DH6903'WITH NAVY DR ON THE LEFT AND NAVAL ANNEX RD ON THE RIGHT. BEAR RIGHT DH6903'AND GO NORTHWEST ON NAVAL ANNEX RD FOR 0.2 MI (0.32 KM) TO A BRIDGE DH6903'OVER THE SAN JOAQUIN RIVER. CONTINUE FOR ANOTHER 0.16 MI (0.26 KM) TO DH6903'THE RAILROAD TRACKS. AFTER CROSSING THE TRACKS, VEER LEFT ONTO FYFFE DH6903'RD AND GO 0.27 MI (0.43 KM) WEST TO THE GATE AT THE NAVAL GUARD DH6903'STATION. FROM THE GATE, CONTINUE WEST ON FYFFE AVE FOR A SHORT DH6903'DISTANCE TO HOOPER DR, TURN RIGHT AND GO NORTHNORTHWEST FOR 0.32 MI DH6903'(0.51 KM) TO EMBARCADERO. BEAR LEFT AND GO NORTHWEST FOR 1.2 MI (1.9 DH6903'KM) TO THE NORTHWEST END OF THE LAST WAREHOUSE (BUILDING 803) ON THE DH6903'RIGHT. TURN RIGHT AND GO NORTHEAST FOR ABOUT 250 FT (76.2 M) AND THE DH6903'STATION ON THE LEFT. THE STATION IS A 2-IN ALUMINUM ALLOY DISK WITH DH6903'MAGNET, SET FLUSH IN A LARGE CONCRETE SLAB. THE STATION IS 34.2 FT DH6903'(10.4 M) SOUTH OF THE NORTH END OF THE WHARF, 18.2 FT (5.5 M) DH6903'SOUTHEAST OF THE TIDE/STREAM GAGE INSTRUMENT SHELTER, 15.7 FT (4.8 M) DH6903'SOUTH OF THE SOUTHEAST CORNER OF BUILDING 803B, 15.2 FT (4.6 M) EAST DH6903'OF THE WEST EDGE OF THE WHARF, 5.4 FT (1.6 M) WEST OF A SOLID METAL DH6903'STOP BLOCK FOR A TRAIN ON A RAILROAD SIDING, AND MIDWAY BETWEEN THE DH6903'SOUTHERN SET OF TRACKS. THE STATION IS 40 FT (15.2 M) NORTHEAST OF DH6903'USCGS BENCH MARK G 478 LOCATED ON A CURB ON THE EDGE OF THE WHARF. DH6903'THE STATION WAS OBSERVED AS PART OF THE DWR DELTA 2002 SUBSIDENCE DH6903'NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6904 *********************************************************************** DH6904 HT_MOD - This is a Height Modernization Survey Station. DH6904 DESIGNATION - RINDGE DH6904 PID - DH6904 DH6904 STATE/COUNTY- CA/SAN JOAQUIN DH6904 USGS QUAD - HOLT (1994) DH6904 DH6904 *CURRENT SURVEY CONTROL DH6904 ___________________________________________________________________ DH6904* NAD 83(1998)- 37 59 48.30992(N) 121 25 19.83479(W) ADJUSTED DH6904* NAVD 88 - 3.90 (meters) 12.8 (feet) GPS OBS DH6904 ___________________________________________________________________ DH6904 EPOCH DATE - 2002.86 DH6904 X - -2,623,710.655 (meters) COMP DH6904 Y - -4,294,589.400 (meters) COMP DH6904 Z - 3,905,142.663 (meters) COMP DH6904 LAPLACE CORR- 3.79 (seconds) DEFLEC99 DH6904 ELLIP HEIGHT- -28.06 (meters) (10/28/05) GPS OBS DH6904 GEOID HEIGHT- -31.97 (meters) GEOID03 DH6904 DH6904 HORZ ORDER - FIRST DH6904 ELLP ORDER - FOURTH CLASS I DH6904 DH6904.The horizontal coordinates were established by GPS observations DH6904.and adjusted by the National Geodetic Survey in October 2005. DH6904.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6904.DATUM ITEM on the data sheet items page. DH6904.The horizontal coordinates are valid at the epoch date displayed above. DH6904.The epoch date for horizontal control is a decimal equivalence DH6904.of Year/Month/Day. DH6904 DH6904.The orthometric height was determined by GPS observations and a DH6904.high-resolution geoid model using precise GPS observation and DH6904.processing techniques. DH6904 DH6904.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6904 DH6904.The Laplace correction was computed from DEFLEC99 derived deflections. DH6904 DH6904.The ellipsoidal height was determined by GPS observations DH6904.and is referenced to NAD 83. DH6904 DH6904.The geoid height was determined by GEOID03. DH6904 DH6904; North East Units Scale Factor Converg. DH6904;SPC CA 3 - 666,511.410 1,919,005.717 MT 0.99993834 -0 33 52.5 DH6904;SPC CA 3 - 2,186,712.85 6,295,937.92 sFT 0.99993834 -0 33 52.5 DH6904;UTM 10 - 4,206,629.225 638,539.092 MT 0.99983639 +0 58 17.4 DH6904 DH6904! - Elev Factor x Scale Factor = Combined Factor DH6904!SPC CA 3 - 1.00000440 x 0.99993834 = 0.99994274 DH6904!UTM 10 - 1.00000440 x 0.99983639 = 0.99984079 DH6904 DH6904 SUPERSEDED SURVEY CONTROL DH6904 DH6904.No superseded survey control is available for this station. DH6904 DH6904_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH3853906629(NAD 83) DH6904_MARKER: DD = SURVEY DISK DH6904_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) DH6904_STAMPING: RINDGE 2002 DH6904_MARK LOGO: BOR DH6904_PROJECTION: RECESSED 10 CENTIMETERS DH6904_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH6904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6904+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2002 DH6904_ROD/PIPE-DEPTH: 7.3 meters DH6904_SLEEVE-DEPTH : 1.2 meters DH6904 DH6904 HISTORY - Date Condition Report By DH6904 HISTORY - 1998 MONUMENTED BOR DH6904 HISTORY - 20021202 GOOD CADWR DH6904 DH6904 STATION DESCRIPTION DH6904 DH6904'DESCRIBED BY CA DEPT OF WATER RES 2002 (WLB) DH6904'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTHWEST OF THE CITY OF DH6904'STOCKTON, NEAR THE SOUTHEAST CORNER OF RINDGE TRACT. TO REACH THE DH6904'STATION FROM THE INTERSECTION OF INTERSTATE 5 AND EIGHT MILE ROAD DH6904'EXIT, ABOUT 8 MI NORTH OF STOCKTON, GO WEST ON EIGHT MILE RD FOR 2.4 DH6904'MI (3.9 KM) TO RIO BLANCO RD, A SIDE ROAD LEFT JUST BEFORE THE BRIDGE DH6904'OVER BISHOP CUT. TURN LEFT AND GO SOUTH ON RIO BLANCO RD FOR ABOUT DH6904'1.1 MI (1.8 KM) TO PARADISE POINT, THE END OF THE COUNTY MAINTAINED DH6904'ROAD, AND THE BRIDGE OVER DISAPPOINTMENT SLOUGH TO RINDGE TRACT. GO DH6904'ACROSS THE BRIDGE TO A T-INTERSECTION. TURN LEFT AND GO EAST AND THEN DH6904'SOUTHERLY FOR 5.5 MI (8.9 KM) FOLLOWING THE LEVEE ROAD, TO A VERTICAL DH6904'4-FT-DIA CORRUGATED METAL PIPE GAGING STATION STRUCTURE ON THE LEFT. DH6904'CONTINUE SOUTH AND THEN WEST FOR 0.2 MI (0.3 KM) ALONG THE LEVEE ROAD DH6904'TO THE STATION ON THE RIGHT. THE STATION IS A 3.5-IN-DIA ALUMINUM DH6904'ALLOY DOMED CAP WITH MAGNET, ATTACHED TO AN ALUMINUM ALLOY ROD, DH6904'ENCASED IN A 4-IN-DIA PVC PIPE FILLED WITH SAND, IN A 1-FT-DIA DH6904'CONCRETE-FILLED HOLE FOUR FT DEEP. THE STATION IS ABOUT 105 FT (32.O) DH6904'SOUTHWEST OF A 100 FT (30.5 M) -TALL METAL TOWER SUPPORTING DH6904'POWERLINES CROSSING OVER THE WATER, 38.4 FT (11.7 M) NORTHEAST OF THE DH6904'CENTERLINE OF THE LEVEE RD, AND 31.8 FT (9.7 M) SOUTHWEST OF THE DH6904'SOUTHWEST GUYWIRE ANCHOR FOR THE TOWER, NEAR THE NORTHEAST EDGE OF A DH6904'FLAT AREA ADJACENT THE NORTH SIDE OF THE LEVEE ROAD. THE STATION WAS DH6904'OBSERVED AS PART OF THE DWR DELTA 2002 SUBSIDENCE NETWORK HEIGHT DH6904'MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS0309 *********************************************************************** HS0309 HT_MOD - This is a Height Modernization Survey Station. HS0309 DESIGNATION - S 474 HS0309 PID - HS0309 HS0309 STATE/COUNTY- CA/SAN JOAQUIN HS0309 USGS QUAD - STOCKTON WEST (1987) HS0309 HS0309 *CURRENT SURVEY CONTROL HS0309 ___________________________________________________________________ HS0309* NAD 83(1998)- 37 52 38.94225(N) 121 20 58.54376(W) ADJUSTED HS0309* NAVD 88 - 2.15 (meters) 7.1 (feet) GPS OBS HS0309 ___________________________________________________________________ HS0309 EPOCH DATE - 2002.86 HS0309 X - -2,622,501.805 (meters) COMP HS0309 Y - -4,304,858.980 (meters) COMP HS0309 Z - 3,894,700.746 (meters) COMP HS0309 LAPLACE CORR- 2.21 (seconds) DEFLEC99 HS0309 ELLIP HEIGHT- -29.89 (meters) (10/28/05) GPS OBS HS0309 GEOID HEIGHT- -32.04 (meters) GEOID03 HS0309 HS0309 HORZ ORDER - FIRST HS0309 VERT ORDER - SECOND CLASS 0 (See Below) HS0309 ELLP ORDER - FOURTH CLASS I HS0309 HS0309.The horizontal coordinates were established by GPS observations HS0309.and adjusted by the National Geodetic Survey in October 2005. HS0309.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS0309.DATUM ITEM on the data sheet items page. HS0309.The horizontal coordinates are valid at the epoch date displayed above. HS0309.The epoch date for horizontal control is a decimal equivalence HS0309.of Year/Month/Day. HS0309 HS0309.The orthometric height was determined by GPS observations and a HS0309.high-resolution geoid model using precise GPS observation and HS0309.processing techniques. HS0309.The vertical order pertains to the NGVD 29 superseded value. HS0309 HS0309.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS0309 HS0309.The Laplace correction was computed from DEFLEC99 derived deflections. HS0309 HS0309.The ellipsoidal height was determined by GPS observations HS0309.and is referenced to NAD 83. HS0309 HS0309.The geoid height was determined by GEOID03. HS0309 HS0309; North East Units Scale Factor Converg. HS0309;SPC CA 3 - 653,214.203 1,925,260.101 MT 0.99993160 -0 31 12.5 HS0309;SPC CA 3 - 2,143,086.93 6,316,457.51 sFT 0.99993160 -0 31 12.5 HS0309;UTM 10 - 4,193,505.454 645,146.831 MT 0.99985948 +1 00 48.5 HS0309 HS0309! - Elev Factor x Scale Factor = Combined Factor HS0309!SPC CA 3 - 1.00000469 x 0.99993160 = 0.99993629 HS0309!UTM 10 - 1.00000469 x 0.99985948 = 0.99986417 HS0309 HS0309 SUPERSEDED SURVEY CONTROL HS0309 HS0309 NAD 83(1992)- 37 52 38.94026(N) 121 20 58.54060(W) AD(1997.30) 1 HS0309 ELLIP H (07/10/98) -29.90 (m) GP(1997.30) 4 1 HS0309 NAD 83(1992)- 37 52 38.93992(N) 121 20 58.54095(W) AD(1997.30) 1 HS0309 ELLIP H (05/14/98) -29.81 (m) GP(1997.30) 3 1 HS0309 NGVD 29 (??/??/92) 1.520 (m) 4.99 (f) ADJ UNCH 2 0 HS0309 HS0309.Superseded values are not recommended for survey control. HS0309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0309.See file dsdata.txt to determine how the superseded data were derived. HS0309 HS0309_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG4514793505(NAD 83) HS0309_MARKER: DB = BENCH MARK DISK HS0309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0309_SP_SET: CONCRETE POST HS0309_STAMPING: S 474 1951 HS0309_MARK LOGO: CGS HS0309_MAGNETIC: N = NO MAGNETIC MATERIAL HS0309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0309+STABILITY: SURFACE MOTION HS0309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS0309+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004 HS0309 HS0309 HISTORY - Date Condition Report By HS0309 HISTORY - 1951 MONUMENTED CGS HS0309 HISTORY - 1967 GOOD NGS HS0309 HISTORY - 19890311 GOOD NGS HS0309 HISTORY - 19970813 GOOD USGS HS0309 HISTORY - 20021202 GOOD CADWR HS0309 HISTORY - 20040322 GOOD COMPA HS0309 HS0309 STATION DESCRIPTION HS0309 HS0309'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 HS0309'1.2 MI S FROM FAIRCHILD SCHOOL. HS0309'0.8 MILES SOUTH ALONG ROBERTS ROAD FROM FAIRCHILD SCHOOL, THENCE HS0309'0.4 MILES WEST ALONG HOWARD ROAD, 0.6 MILES EAST OF A T JUNCTION HS0309'OF BORBA ROAD, 31.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, HS0309'5 1/2-FEET SOUTH OF A TELEPHONE POLE AT A T JUNCTION OF TELEPHONE HS0309'LINES, 2 FEET NORTH OF THE EAST END OF A SHORT SECTION OF BOARD HS0309'FENCE, 2 FEET SOUTH OF A WITNESS POST, ABOUT TWO FEET HIGHER THAN HS0309'THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 HS0309'FEET ABOVE THE GROUND. HS0309 HS0309 STATION RECOVERY (1967) HS0309 HS0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 HS0309'RECOVERED IN GOOD CONDITION. HS0309 HS0309 STATION RECOVERY (1989) HS0309 HS0309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 HS0309'RECOVERED IN GOOD CONDITION. HS0309 HS0309 STATION RECOVERY (1997) HS0309 HS0309'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1997 (MEI) HS0309'THE STATION WAS RECOVERED AND A COMPLETE NEW DESCRIPTION FOLLOWS. THE HS0309'STATION IS ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF STOCKTON AND ABOUT 4.5 HS0309'MI (7.2 KM) WEST OF FRENCH CAMP. TO REACH THE STATION FROM THE HS0309'INTERSECTION OF INTERSTATE HIGHWAY 5 AND MATHEWS ROAD, ABOUT 5 MI (8.0 HS0309'KM) SOUTH OF STOCKTON, GO WEST ON MATHEWS ROAD FOR 0.9 MI (1.4 KM) TO HS0309'A Y-INTERSECTION WITH HOWARD ROAD. BEAR LEFT ONTO HOWARD ROAD AND GO HS0309'SOUTHWEST AND WEST FOR 2.6 MI (4.2 KM) TO A SIDE ROAD RIGHT (NORTH) , HS0309'ROBERTS ROAD. THIS INTERSECTION IS 3.8 MI (6.1 KM) SOUTH OF THE HS0309'INTERSECTION OF ROBERTS ROAD AND STATE HIGHWAY 4. CONTINUE WEST ON HS0309'HOWARD ROAD FOR 0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT. THE HS0309'STATION IS ALSO 0.6 MI (1.0 KM) EAST OF THE NEXT SIDE ROAD RIGHT, HS0309'BORBA ROAD. THE STATION IS 31.5 FT (9.6 M) NORTH OF THE CENTERLINE OF HS0309'HOWARD ROAD, 23 FT (7.0 M) WEST OF THE CENTERLINE OF A PAVED FARM HS0309'ACCESS ROAD HEADING NORTH FROM HOWARD ROAD, 12 FT (3.7 M) WEST OF THE HS0309'WEST 12 INCH DIAMETER WOODEN CABLE GATE POST ON THE FARM ACCESS ROAD, HS0309'10.5 FT (3.2 M) WEST OF THE END OF A 10 INCH PRECAST CONCRETE PIPE IN HS0309'AN IRRIGATION DITCH THAT RUNS UNDER THE FARM ROAD, 7.0 FT (2.1 M) HS0309'NORTHEAST OF THE INLET END OF A BURIED 8 INCH METAL PIPE THAT DRAINS HS0309'THE ROAD DITCH INTO THE IRRIGATION DITCH, AND 0.9 FT (0.3 M) SOUTH OF HS0309'A METAL WITNESS POST. THE STATION WAS OCCUPIED AS PART OF THE SAN HS0309'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. HS0309 HS0309 STATION RECOVERY (2002) HS0309 HS0309'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) HS0309'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR HS0309'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. HS0309 HS0309 STATION RECOVERY (2004) HS0309 HS0309'RECOVERY NOTE BY COMPASSCOM INC 2004 (JC) HS0309'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS0679 *********************************************************************** HS0679 HT_MOD - This is a Height Modernization Survey Station. HS0679 DESIGNATION - SJ 7 USE HS0679 PID - HS0679 HS0679 STATE/COUNTY- CA/SAN JOAQUIN HS0679 USGS QUAD - VERNALIS (1991) HS0679 HS0679 *CURRENT SURVEY CONTROL HS0679 ___________________________________________________________________ HS0679* NAD 83(1998)- 37 41 02.44286(N) 121 17 07.90193(W) ADJUSTED HS0679* NAVD 88 - 13.12 (meters) 43.0 (feet) GPS OBS HS0679 ___________________________________________________________________ HS0679 EPOCH DATE - 2002.86 HS0679 X - -2,624,522.817 (meters) COMP HS0679 Y - -4,319,038.818 (meters) COMP HS0679 Z - 3,877,735.312 (meters) COMP HS0679 LAPLACE CORR- -0.29 (seconds) DEFLEC99 HS0679 ELLIP HEIGHT- -19.06 (meters) (10/28/05) GPS OBS HS0679 GEOID HEIGHT- -32.19 (meters) GEOID03 HS0679 HS0679 HORZ ORDER - FIRST HS0679 VERT ORDER - THIRD (See Below) HS0679 ELLP ORDER - FOURTH CLASS I HS0679 HS0679.The horizontal coordinates were established by GPS observations HS0679.and adjusted by the National Geodetic Survey in October 2005. HS0679.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS0679.DATUM ITEM on the data sheet items page. HS0679.The horizontal coordinates are valid at the epoch date displayed above. HS0679.The epoch date for horizontal control is a decimal equivalence HS0679.of Year/Month/Day. HS0679 HS0679.The orthometric height was determined by GPS observations and a HS0679.high-resolution geoid model using precise GPS observation and HS0679.processing techniques. HS0679.The vertical order pertains to the NGVD 29 superseded value. HS0679 HS0679.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS0679 HS0679.The Laplace correction was computed from DEFLEC99 derived deflections. HS0679 HS0679.The ellipsoidal height was determined by GPS observations HS0679.and is referenced to NAD 83. HS0679 HS0679.The geoid height was determined by GEOID03. HS0679 HS0679; North East Units Scale Factor Converg. HS0679;SPC CA 3 - 631,693.316 1,930,715.796 MT 0.99992986 -0 28 51.3 HS0679;SPC CA 3 - 2,072,480.49 6,334,356.74 sFT 0.99992986 -0 28 51.3 HS0679;UTM 10 - 4,172,139.329 651,175.375 MT 0.99988150 +1 02 53.8 HS0679 HS0679! - Elev Factor x Scale Factor = Combined Factor HS0679!SPC CA 3 - 1.00000299 x 0.99992986 = 0.99993285 HS0679!UTM 10 - 1.00000299 x 0.99988150 = 0.99988449 HS0679 HS0679 SUPERSEDED SURVEY CONTROL HS0679 HS0679 NGVD 29 (??/??/??) 12.44 (m) 40.8 (f) RESET 3 HS0679 HS0679.Superseded values are not recommended for survey control. HS0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0679.See file dsdata.txt to determine how the superseded data were derived. HS0679 HS0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG5117572139(NAD 83) HS0679_MARKER: DD = SURVEY DISK HS0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT HS0679_STAMPING: SJ 7 AZ MK BM 1951 HS0679_MAGNETIC: N = NO MAGNETIC MATERIAL HS0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS0679+STABILITY: SURFACE MOTION HS0679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS0679+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2002 HS0679 HS0679 HISTORY - Date Condition Report By HS0679 HISTORY - 1951 MONUMENTED DOD HS0679 HISTORY - 1961 GOOD NGS HS0679 HISTORY - 1965 GOOD NGS HS0679 HISTORY - 20021105 GOOD CADWR HS0679 HS0679 STATION DESCRIPTION HS0679 HS0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 HS0679'10.1 MI SE FROM TRACY. HS0679'4.05 MILES EAST ALONG U.S. HIGHWAY 50 FROM UNION HIGH SCHOOL HS0679'AT TRACY, THENCE 6.05 MILES SOUTHEAST ALONG KASSON ROAD, 1.0 MILE HS0679'NORTHWEST OF BENCH MARK B 1128, 0.6 MILE NORTHWEST OF THE T HS0679'JUNCTION OF AN ASPHALT ROAD NORTHEAST TO SAN JOAQUIN RIVER CLUB, HS0679'AT THE T JUNCTION OF FENCES, 38 FEET NORTHEAST OF THE CENTER LINE HS0679'OF THE ROAD, 129 FEET EAST-NORTHEAST OF AND ACROSS THE ROAD FROM HS0679'FROM POWER POLE 12/18, 71 FEET SOUTHEAST OF A TELEPHONE POLE, HS0679'3 WEST OF JUNCTION FENCE POST, 1.8 FEET SOUTHWEST OF A FENCE, HS0679'1.1 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, HS0679'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. HS0679 HS0679 STATION RECOVERY (1965) HS0679 HS0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 HS0679'RECOVERED IN GOOD CONDITION. HS0679 HS0679 STATION RECOVERY (2002) HS0679 HS0679'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) HS0679'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR HS0679'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS4763 *********************************************************************** HS4763 HT_MOD - This is a Height Modernization Survey Station. HS4763 DESIGNATION - STOCKTON SOUTHWEST BASE HS4763 PID - HS4763 HS4763 STATE/COUNTY- CA/SAN JOAQUIN HS4763 USGS QUAD - STOCKTON WEST (1987) HS4763 HS4763 *CURRENT SURVEY CONTROL HS4763 ___________________________________________________________________ HS4763* NAD 83(1998)- 37 59 31.38387(N) 121 18 39.32483(W) ADJUSTED HS4763* NAVD 88 - 4.63 (meters) 15.2 (feet) GPS OBS HS4763 ___________________________________________________________________ HS4763 EPOCH DATE - 2002.86 HS4763 X - -2,615,534.128 (meters) COMP HS4763 Y - -4,299,950.930 (meters) COMP HS4763 Z - 3,904,731.973 (meters) COMP HS4763 LAPLACE CORR- 3.18 (seconds) DEFLEC99 HS4763 ELLIP HEIGHT- -27.12 (meters) (10/28/05) GPS OBS HS4763 GEOID HEIGHT- -31.75 (meters) GEOID03 HS4763 HS4763 HORZ ORDER - FIRST HS4763 ELLP ORDER - FOURTH CLASS I HS4763 HS4763.The horizontal coordinates were established by GPS observations HS4763.and adjusted by the National Geodetic Survey in October 2005. HS4763.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS4763.DATUM ITEM on the data sheet items page. HS4763.The horizontal coordinates are valid at the epoch date displayed above. HS4763.The epoch date for horizontal control is a decimal equivalence HS4763.of Year/Month/Day. HS4763 HS4763.The orthometric height was determined by GPS observations and a HS4763.high-resolution geoid model using precise GPS observation and HS4763.processing techniques. HS4763 HS4763.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS4763 HS4763.The Laplace correction was computed from DEFLEC99 derived deflections. HS4763 HS4763.The ellipsoidal height was determined by GPS observations HS4763.and is referenced to NAD 83. HS4763 HS4763.The geoid height was determined by GEOID03. HS4763 HS4763; North East Units Scale Factor Converg. HS4763;SPC CA 3 - 665,899.116 1,928,772.208 MT 0.99993800 -0 29 47.3 HS4763;SPC CA 3 - 2,184,704.02 6,327,980.15 sFT 0.99993800 -0 29 47.3 HS4763;UTM 10 - 4,206,279.010 648,317.660 MT 0.99987094 +1 02 23.7 HS4763 HS4763! - Elev Factor x Scale Factor = Combined Factor HS4763!SPC CA 3 - 1.00000426 x 0.99993800 = 0.99994226 HS4763!UTM 10 - 1.00000426 x 0.99987094 = 0.99987519 HS4763 HS4763: Primary Azimuth Mark Grid Az HS4763:SPC CA 3 - STOCKTON CALIF WATER SERV TK 5 148 11 19.6 HS4763:UTM 10 - STOCKTON CALIF WATER SERV TK 5 146 39 08.6 HS4763 HS4763|---------------------------------------------------------------------| HS4763| PID Reference Object Distance Geod. Az | HS4763| dddmmss.s | HS4763| DB3426 STOCKTON SW BASE RM 1 23.022 METERS 03532 | HS4763| HS4710 STOCKTON CALIF WATER SERV TK 5 APPROX. 1.1 KM 1474132.3 | HS4763| DB3427 STOCKTON SW BASE RM 2 25.550 METERS 24051 | HS4763|---------------------------------------------------------------------| HS4763 HS4763 SUPERSEDED SURVEY CONTROL HS4763 HS4763 NAD 83(1992)- 37 59 31.38184(N) 121 18 39.32205(W) AD(1997.30) 1 HS4763 ELLIP H (07/10/98) -27.14 (m) GP(1997.30) 4 1 HS4763 NAD 83(1992)- 37 59 31.38143(N) 121 18 39.32230(W) AD(1997.30) 1 HS4763 ELLIP H (05/14/98) -27.05 (m) GP(1997.30) 3 1 HS4763 NAD 83(1992)- 37 59 31.37954(N) 121 18 39.31888(W) AD(1991.35) 1 HS4763 ELLIP H (10/14/94) -27.04 (m) GP(1991.35) 4 2 HS4763 NAD 83(1992)- 37 59 31.38072(N) 121 18 39.31839(W) AD(1991.35) 2 HS4763 NAD 83(1986)- 37 59 31.37133(N) 121 18 39.32438(W) AD(1984.00) 2 HS4763 NAD 27 - 37 59 31.65200(N) 121 18 35.50700(W) AD( ) 2 HS4763 HS4763.Superseded values are not recommended for survey control. HS4763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS4763.See file dsdata.txt to determine how the superseded data were derived. HS4763 HS4763_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4831806279(NAD 83) HS4763_MARKER: DS = TRIANGULATION STATION DISK HS4763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT HS4763_SP_SET: TOP OF SQUARE CONCRETE MONUMENT HS4763_STAMPING: STOCKTON S.W. BASE 1954 HS4763_MARK LOGO: CGS HS4763_MAGNETIC: N = NO MAGNETIC MATERIAL HS4763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO HS4763+STABILITY: SURFACE MOTION HS4763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS4763+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2002 HS4763 HS4763 HISTORY - Date Condition Report By HS4763 HISTORY - 1954 MONUMENTED CGS HS4763 HISTORY - 1963 SEE DESCRIPTION EBMUD HS4763 HISTORY - 1973 SEE DESCRIPTION NGS HS4763 HISTORY - 1990 POOR NGS HS4763 HISTORY - 19930325 GOOD CADT HS4763 HISTORY - 19970711 GOOD USGS HS4763 HISTORY - 20021105 GOOD CADWR HS4763 HS4763 STATION DESCRIPTION HS4763 HS4763'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (LSB) HS4763'THE STATION IS LOCATED ALONG THE RIGHT-OF-WAY OF THE EAST BAY HS4763'MUNICIPAL UTILITY DISTRICT AQUEDUCT. IT IS ABOUT 3 MILES, HS4763'AIR LINE, NORTH-NORTHWEST OF THE CENTER OF STOCKTON, ABOUT HS4763'4 MILES, AIR LINE, SOUTHWEST OF U.S. HIGHWAY 99, AND ABOUT HS4763'0.15 MILE NORTHEAST OF PACIFIC AVENUE. HS4763' HS4763'THE STATION IS A STANDARD DISK, STAMPED STOCKTON S.W. BASE HS4763'1954, SET IN THE TOP OF A CONCRETE CYLINDER THAT IS 8 INCHES HS4763'BELOW THE SURFACE. IT IS 30 FEET SOUTHEAST OF THE CENTER LINE HS4763'OF THE TRACK ROAD ALONG THE AQUEDUCT. HS4763' HS4763'REFERENCE MARK 1 IS A STANDARD DISK, STAMPED STOCKTON S.W. BASE HS4763'NO 1 1954, SET IN THE TOP OF A CONCRETE CYLINDER THAT IS FLUSH HS4763'WITH THE GROUND. IT IS 12 FEET SOUTHEAST OF THE CENTER LINE HS4763'OF THE TRACK ROAD, AND 2 FEET NORTHEAST OF A WITNESS POST. IT HS4763'IS ABOUT 1-1/2 FEET HIGHER THAN THE STATION. HS4763' HS4763'REFERENCE MARK 2 IS A STANDARD DISK, STAMPED STOCKTON S.W. HS4763'BASE NO 2 1954, SET IN THE TOP OF A CONCRETE CYLINDER THAT IS HS4763'FLUSH WITH THE GROUND. IT IS 15 FEET SOUTHEAST OF THE CENTER HS4763'LINE OF THE TRACK ROAD, AND 2 FEET SOUTHWEST OF A WITNESS HS4763'POST. IT IS 1-1/2 FEET HIGHER THAN THE STATION. HS4763' HS4763'STA. P 1718 34.06 H 1718 06.24 ELEV. 15.20 (E.B.M.U.D.) IS HS4763'A BRONZE DISK, STAMPED STA. P 1718 34.06 H 1718 06.24 ELEV. HS4763'15.20, EMBEDDED IN THE NORTHEAST CONCRETE WALL OF THE VENT HS4763'BOX. IT IS 9 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK HS4763'ROAD, AND 2 FEET SOUTHWEST OF A WITNESS POST. TO REACH THE HS4763'MARK FROM THE STATION GO NORTHEAST ON THE TRACK ROAD FOR 0.35 HS4763'MILE TO THE MARK ON THE LEFT. HS4763' HS4763'TO REACH THE STATION FROM THE INTERSECTION OF PACIFIC AVENUE HS4763'AND ALPINE AVENUE IN THE NORTH EDGE OF STOCKTON GO NORTH ON HS4763'PACIFIC AVENUE FOR 0.5 MILE TO THE BRIDGE OVER THE CALAVERAS HS4763'RIVER. CONTINUE, NORTH, ON PACIFIC AVENUE FOR 0.4 MILE TO HS4763'A TRACK ROAD RIGHT. TURN RIGHT, NORTHEAST, AND GO 0.15 MILE HS4763'TO THE STATION ON THE RIGHT. HS4763 HS4763 STATION RECOVERY (1963) HS4763 HS4763'RECOVERY NOTE BY EAST BAY MUNICIPAL UTILITIES DISTRICT 1963 HS4763'ALL MARKS FOUND AS DESCRIBED. HS4763 HS4763 STATION RECOVERY (1973) HS4763 HS4763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LFS) HS4763'THE STATION MARK, AZIMUTH MARK (STA P 1718 34.06 H 1718 06.24 HS4763'EBMUD) AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD HS4763'CONDITION AND THE 1954 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING HS4763'ADDITIONS-- HS4763' HS4763'THE STATION MARK IS 0.05 MILE NORTHEAST OF THE INTERSECTION HS4763'OF MARCH LANE AND PACIFIC AVENUE, 157 FEET SOUTHEAST OF THE HS4763'CENTERLINE OF MARCH LANE AND 19.5 FEET NORTHWEST OF A FENCE LINE. HS4763' HS4763'THE AZIMUTH MARK IS 120.0 FEET SOUTHEAST OF THE CENTERLINE OF HS4763'MARCH LANE AND 29.3 FEET WEST OF THE WEST CURB OF EL DORADO HS4763'STREET. HS4763' HS4763'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT STOCKTON HS4763 HS4763 STATION RECOVERY (1990) HS4763 HS4763'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (PDG) HS4763'MARK RECOVERED IN POOR CONDITION. HS4763 HS4763 STATION RECOVERY (1993) HS4763 HS4763'RECOVERY NOTE BY CALTRANS 1993 (PDG) HS4763'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED. A HS4763'COMPLETE NEW DESCRIPTION FOR THE STATION MARK FOLLOWS. HS4763' HS4763'THE STATION IS LOCATED IN THE NORTHERN PART OF THE CITY OF STOCKTON HS4763'NEAR THE INTERSECTION OF MARCH LANE AND PACIFIC AVENUE IN THE EAST BAY HS4763'MUNICIPAL UTILITY DISTRICT (EBMUD) MOKELUMNE AQUEDUCT RIGHT-OF-WAY ON HS4763'THE SOUTH SIDE OF MARCH LANE. HS4763' HS4763'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND HS4763'MARCH LANE IN NORTH STOCKTON, GO EAST ON MARCH LANE FOR 1.75 MI (2.82 HS4763'KM) TO THE INTERSECTION OF PACIFIC AVENUE. CONTINUE EAST ON MARCH HS4763'LANE FOR 0.1 MI (0.2 KM) TO THE STATION ON THE RIGHT. NOTE-THERE IS NO HS4763'PARKING AVAILABLE ON MARCH LANE. HS4763' HS4763'THE STATION IS 115.5 FT (35.2 M) NORTHWEST OF POWER POLE C 1566, 92.7 HS4763'FT (28.3 M) SOUTH OF THE SOUTH CURB OF MARCH LANE, 32.2 FT (9.8 M) HS4763'NORTHWEST OF A POWER POLE, 19.5 FT (5.9 M) NORTH OF A WOODEN FENCE, HS4763'4.0 FT (1.2 M) EAST OF A METAL WITNESS POST WITH SIGN, ABOUT 3 FT (0.9 HS4763'M) HIGHER THAN MARCH LANE AND ABOUT 1 FT (0.3 M) BELOW THE GROUND. HS4763' HS4763'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION HS4763'SURVEY. HS4763 HS4763 STATION RECOVERY (1997) HS4763 HS4763'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1997 (MEI) HS4763'THE STATION WAS RECOVERED AND OCCUPIED AS PART OF THE SAN HS4763'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. HS4763 HS4763 STATION RECOVERY (2002) HS4763 HS4763'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) HS4763'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR HS4763'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9886 *********************************************************************** AE9886 HT_MOD - This is a Height Modernization Survey Station. AE9886 DESIGNATION - SWINE AE9886 PID - AE9886 AE9886 STATE/COUNTY- CA/SAN JOAQUIN AE9886 USGS QUAD - BOULDIN ISLAND (1997) AE9886 AE9886 *CURRENT SURVEY CONTROL AE9886 ___________________________________________________________________ AE9886* NAD 83(1998)- 38 00 06.25416(N) 121 31 25.82812(W) ADJUSTED AE9886* NAVD 88 - 3.45 (meters) 11.3 (feet) GPS OBS AE9886 ___________________________________________________________________ AE9886 EPOCH DATE - 2002.86 AE9886 X - -2,631,148.411 (meters) COMP AE9886 Y - -4,289,636.368 (meters) COMP AE9886 Z - 3,905,578.230 (meters) COMP AE9886 LAPLACE CORR- 3.86 (seconds) DEFLEC99 AE9886 ELLIP HEIGHT- -28.73 (meters) (10/28/05) GPS OBS AE9886 GEOID HEIGHT- -32.19 (meters) GEOID03 AE9886 AE9886 HORZ ORDER - FIRST AE9886 ELLP ORDER - FOURTH CLASS I AE9886 AE9886.The horizontal coordinates were established by GPS observations AE9886.and adjusted by the National Geodetic Survey in October 2005. AE9886.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9886.DATUM ITEM on the data sheet items page. AE9886.The horizontal coordinates are valid at the epoch date displayed above. AE9886.The epoch date for horizontal control is a decimal equivalence AE9886.of Year/Month/Day. AE9886 AE9886.The orthometric height was determined by GPS observations and a AE9886.high-resolution geoid model using precise GPS observation and AE9886.processing techniques. AE9886 AE9886.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9886 AE9886.The Laplace correction was computed from DEFLEC99 derived deflections. AE9886 AE9886.The ellipsoidal height was determined by GPS observations AE9886.and is referenced to NAD 83. AE9886 AE9886.The geoid height was determined by GEOID03. AE9886 AE9886; North East Units Scale Factor Converg. AE9886;SPC CA 3 - 667,157.443 1,910,082.938 MT 0.99993872 -0 37 36.6 AE9886;SPC CA 3 - 2,188,832.38 6,266,663.77 sFT 0.99993872 -0 37 36.6 AE9886;UTM 10 - 4,207,035.812 629,603.250 MT 0.99980688 +0 54 32.3 AE9886 AE9886! - Elev Factor x Scale Factor = Combined Factor AE9886!SPC CA 3 - 1.00000451 x 0.99993872 = 0.99994323 AE9886!UTM 10 - 1.00000451 x 0.99980688 = 0.99981139 AE9886 AE9886 SUPERSEDED SURVEY CONTROL AE9886 AE9886 NAD 83(1992)- 38 00 06.25254(N) 121 31 25.82532(W) AD(1997.30) 1 AE9886 ELLIP H (07/10/98) -28.73 (m) GP(1997.30) 4 1 AE9886 NAD 83(1992)- 38 00 06.25213(N) 121 31 25.82563(W) AD(1997.30) 1 AE9886 ELLIP H (05/14/98) -28.64 (m) GP(1997.30) 3 1 AE9886 AE9886.Superseded values are not recommended for survey control. AE9886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9886.See file dsdata.txt to determine how the superseded data were derived. AE9886 AE9886_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2960307036(NAD 83) AE9886_MARKER: DD = SURVEY DISK AE9886_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE9886_STAMPING: SWINE 1997 AE9886_MARK LOGO: BOR AE9886_PROJECTION: FLUSH AE9886_MAGNETIC: N = NO MAGNETIC MATERIAL AE9886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9886+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2002 AE9886_ROD/PIPE-DEPTH: 4.30 meters AE9886 AE9886 HISTORY - Date Condition Report By AE9886 HISTORY - 1997 MONUMENTED BOR AE9886 HISTORY - 20021202 GOOD CADWR AE9886 AE9886 STATION DESCRIPTION AE9886 AE9886'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9886'THE STATION IS ABOUT 13.4 MI (21.6 KM) WEST NORTHWEST OF STOCKTON, AND AE9886'ABOUT 10.6 MI (17.1 KM) NORTHEAST OF BRENTWOOD, ON THE WEST BANK OF AE9886'THE MIDDLE RIVER, AND ON THE NORTHEAST CORNER OF BACON ISLAND, WEST OF AE9886'STOCKTON. TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY AE9886'4 AND INTERSTATE HIGHWAY 5 IN STOCKTON, GO WEST ON STATE HIGHWAY 4 AE9886'ABOUT 7.7 MI (12.4 KM) TO THE INTERSECTION OF BACON ISLAND ROAD, A AE9886'SIDE ROAD RIGHT. TURN RIGHT (NORTH) AND FOLLOW BACON ISLAND ROAD FOR AE9886'11.7 MI (18.8 KM) TO THE NORTHEAST CORNER OF BACON ISLAND AND THE AE9886'STATION ON THE RIGHT. THE STATION IS A 2 1/2 INCH DIAMETER ALUMINUM AE9886'ALLOY DOMED CAP WITH MAGNET, SET 0.2 FT (0.1 M) BELOW GROUND, ATTACHED AE9886'TO AN ALUMINUM ALLOY ROD DRIVEN 14.0 FT (4.3 M) TO REFUSAL, ENCASED IN AE9886'A SAND-FILLED 4 INCH DIAMETER PVC PIPE SET TO A DEPTH OF 4 FT (1.2 M) AE9886'IN A 1 FT (0.3 M) DIAMETER CONCRETE-FILLED HOLE 4 FT (1.2 M) DEEP. AE9886'THE STATION IS 23.7 FT (7.2 M) EAST OF THE CENTERLINE OF BACON ISLAND AE9886'ROAD, 20.1 FT (6.1 M) WEST OF THE SOUTHWEST CORNER OF A METAL 5.5 FT AE9886'(1.7 M) SQUARE METAL GAUGING STATION BUILDING, 10.0 FT (3.0 M) SOUTH AE9886'OF THE NORTH ONE OF THREE 4 INCH DIAMETER BY 4 FT (1.2 M) HIGH BARRIER AE9886'POSTS, 4 FT (1.2 M) EAST OF THE MIDDLE POST AND 4 FT (1.2 M) NORTH OF AE9886'THE SOUTH POST. THE STATION IS 0.5 FT (0.2 M) SOUTHWEST OF A AE9886'CARSONITE WITNESS POST. THE STATION WAS OCCUPIED AS PART OF THE SAN AE9886'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. (RWK) AE9886 AE9886 STATION RECOVERY (2002) AE9886 AE9886'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9886'RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONAL NOTES. THE MARK AE9886'IS 3.8 FT SW OF THE SOUTH END OF THE WALKWAY HANDRAIL. THE CARSONITE AE9886'WITNESS POST IS ONLY A STUB FLUSH WITH THE GROUND. THE STATION WAS AE9886'OBSERVED AS PART OF THE DWR DELTA 2002 SUBSIDENCE NETWORK HEIGHT AE9886'MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS0159 *********************************************************************** HS0159 HT_MOD - This is a Height Modernization Survey Station. HS0159 DESIGNATION - TIDAL 6 RESET 1958 HS0159 PID - HS0159 HS0159 STATE/COUNTY- CA/SAN JOAQUIN HS0159 USGS QUAD - LATHROP (1987) HS0159 HS0159 *CURRENT SURVEY CONTROL HS0159 ___________________________________________________________________ HS0159* NAD 83(1998)- 37 48 30.43172(N) 121 20 06.10010(W) ADJUSTED HS0159* NAVD 88 - 5.83 (meters) 19.1 (feet) GPS OBS HS0159 ___________________________________________________________________ HS0159 EPOCH DATE - 2002.86 HS0159 X - -2,623,853.171 (meters) COMP HS0159 Y - -4,309,543.016 (meters) COMP HS0159 Z - 3,888,652.370 (meters) COMP HS0159 LAPLACE CORR- 1.36 (seconds) DEFLEC99 HS0159 ELLIP HEIGHT- -26.29 (meters) (10/28/05) GPS OBS HS0159 GEOID HEIGHT- -32.12 (meters) GEOID03 HS0159 HS0159 HORZ ORDER - FIRST HS0159 VERT ORDER - FIRST CLASS II (See Below) HS0159 ELLP ORDER - FOURTH CLASS I HS0159 HS0159.The horizontal coordinates were established by GPS observations HS0159.and adjusted by the National Geodetic Survey in October 2005. HS0159.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS0159.DATUM ITEM on the data sheet items page. HS0159.The horizontal coordinates are valid at the epoch date displayed above. HS0159.The epoch date for horizontal control is a decimal equivalence HS0159.of Year/Month/Day. HS0159 HS0159.The orthometric height was determined by GPS observations and a HS0159.high-resolution geoid model using precise GPS observation and HS0159.processing techniques. HS0159.The vertical order pertains to the NGVD 29 superseded value. HS0159 HS0159.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS0159 HS0159.The Laplace correction was computed from DEFLEC99 derived deflections. HS0159 HS0159.The ellipsoidal height was determined by GPS observations HS0159.and is referenced to NAD 83. HS0159 HS0159.The geoid height was determined by GEOID03. HS0159 HS0159; North East Units Scale Factor Converg. HS0159;SPC CA 3 - 645,541.546 1,926,473.244 MT 0.99992968 -0 30 40.4 HS0159;SPC CA 3 - 2,117,914.22 6,320,437.63 sFT 0.99992968 -0 30 40.4 HS0159;UTM 10 - 4,185,868.518 646,564.687 MT 0.99986458 +1 01 15.1 HS0159 HS0159! - Elev Factor x Scale Factor = Combined Factor HS0159!SPC CA 3 - 1.00000413 x 0.99992968 = 0.99993381 HS0159!UTM 10 - 1.00000413 x 0.99986458 = 0.99986870 HS0159 HS0159 SUPERSEDED SURVEY CONTROL HS0159 HS0159 NAD 83(1992)- 37 48 30.42994(N) 121 20 06.09710(W) AD(1997.30) B HS0159 ELLIP H (07/10/98) -26.30 (m) GP(1997.30) 4 1 HS0159 NAD 83(1992)- 37 48 30.42961(N) 121 20 06.09747(W) AD(1997.30) B HS0159 ELLIP H (05/14/98) -26.21 (m) GP(1997.30) 3 1 HS0159 NGVD 29 (??/??/92) 5.137 (m) 16.85 (f) ADJ UNCH 1 2 HS0159 HS0159.Superseded values are not recommended for survey control. HS0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS0159.See file dsdata.txt to determine how the superseded data were derived. HS0159 HS0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG4656585869(NAD 83) HS0159_MARKER: DB = BENCH MARK DISK HS0159_SETTING: 30 = SET IN A LIGHT STRUCTURE HS0159_SP_SET: VENTPIPE PAD HS0159_STAMPING: NO 6 1949 RESET 1958 HS0159_MARK LOGO: CGS HS0159_MAGNETIC: N = NO MAGNETIC MATERIAL HS0159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY HS0159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS0159+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2002 HS0159 HS0159 HISTORY - Date Condition Report By HS0159 HISTORY - 1958 MONUMENTED CGS HS0159 HISTORY - 1967 GOOD NGS HS0159 HISTORY - 19970814 GOOD USGS HS0159 HISTORY - 20021202 GOOD CADWR HS0159 HS0159 STATION DESCRIPTION HS0159 HS0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 HS0159'6.4 MI W FROM LATHROP. HS0159'4.1 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD HS0159'FROM THE STATION AT LATHROP, THENCE 2.3 MILES NORTH ALONG SAN HS0159'JOAQUIN ROAD, 75 YARDS NORTHWEST OF THE CENTER OF THE Y JUNCTION HS0159'OF A LEVEE ROAD LEADING NORTH-NORTHWEST, 50 FEET SOUTHWEST OF THE HS0159'CENTER LINE OF THE LEVEE ROAD, 25 1/2 FEET NORTHEAST OF THE HS0159'CENTER LINE OF SAN JOAQUIN ROAD, IN THE TOP OF A 5-BY 5-FOOT HS0159'CONCRETE BASE FOR A 15-INCH CONCRETE VENT PIPE, 2.6 FEET SOUTHWEST HS0159'OF THE SOUTHWEST EDGE OF THE VENT PIPE, AND 1 1/2 FEET LOWER HS0159'THAN SAN JOAQUIN ROAD. HS0159 HS0159 STATION RECOVERY (1967) HS0159 HS0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 HS0159'RECOVERED IN GOOD CONDITION. HS0159 HS0159 STATION RECOVERY (1997) HS0159 HS0159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1997 (MEI) HS0159'THE STATION WAS RECOVERED AND A COMPLETE NEW DESCRIPTION FOLLOWS. THE HS0159'STATION IS ON THE SOUTH SIDE OF OLD RIVER JUST DOWNSTREAM FROM THE HS0159'CONFLUENCE WITH THE SAN JOAQUIN RIVER, ON STEWART TRACT, ABOUT 4 MI HS0159'(6.4 KM) SOUTHWEST OF LATHROP. TO REACH THE STATION FROM INTERSTATE HS0159'HIGHWAY 5 NORTHBOUND FROM THE JUNCTION OF INTERSTATE 5 AND INTERSTATE HS0159'HIGHWAY 205 EAST FROM TRACY, TAKE THE MOSSDALE ROAD EXIT. AT THE HS0159'T-INTERSECTION WITH MOSSDALE ROAD, TURN RIGHT AND GO SOUTH FOR 0.2 MI HS0159'(0.3 KM) TO AN UNMARKED CONNECTOR WITH MANTHEY ROAD TO THE WEST UNDER HS0159'THE HIGHWAY. TURN RIGHT AND GO WEST UNDER THE HIGHWAY FOR 0.1 MI (0.2 HS0159'KM) TO THE INTERSECTION OF MANTHEY ROAD. TURN RIGHT AND GO NORTH ON HS0159'MANTHEY ROAD FOR 0.45 MI (0.72 KM) TO THE INTERSECTION OF STEWART ROAD HS0159'ON THE LEFT. CONTINUE AS BELOW.... TO REACH THE STATION FROM HS0159'INTERSTATE HIGHWAY 5 SOUTHBOUND FROM STOCKTON, TAKE THE LOUISE AVENUE HS0159'EXIT AT LATHROP. TURN RIGHT AND GO WEST FOR 0.05 MI (0.08 KM) TO THE HS0159'INTERSECTION OF LOUISE AVENUE AND MANTHEY ROAD MARKED WITH A SIGN FOR HS0159'MOSSDALE CROSSING COUNTY PARK TO THE SOUTH. TURN LEFT AND GO SOUTH FOR HS0159'2.1 MI (3.4 KM) TO THE PARTIALLY OBSCURED INTERSECTION OF STEWART ROAD HS0159'ON THE RIGHT. CONTINUE AS BELOW.... ALTERNATE-- TO REACH FROM HS0159'INTERSTATE HIGHWAY 5 SOUTHBOUND FROM STOCKTON, TAKE THE MANTHEY ROAD HS0159'EXIT IMMEDIATELY SOUTH OF THE JUNCTION WITH STATE ROUTE 120 FROM HS0159'MANTECA. MOVE QUICKLY TO THE RIGHT-HAND LANE TO AVOID MISSING THE HS0159'EXIT. AT THE T-INTERSECTION WITH MANTHEY ROAD, TURN RIGHT AND GO HS0159'NORTH FOR 0.2 MI (0.3 KM) TO AN UNMARKED CONNECTOR WITH MOSSDALE ROAD HS0159'TO THE EAST UNDER THE HIGHWAY. CONTINUE NORTH ON MANTHEY ROAD FOR 0.45 HS0159'MI (0.72 KM) TO THE INTERSECTION OF STEWART ROAD ON THE LEFT. ...TO HS0159'CONTINUE FROM THE INTERSECTION OF MANTHEY ROAD AND STEWART ROAD TO THE HS0159'WEST (SOUTH OF THE BRIDGE OVER SAN JOAQUIN RIVER) , TURN AND FOLLOW HS0159'STEWART ROAD NORTHWESTERLY AS IT WINDS AROUND FOR 0.3 MI (0.5 KM) TO A HS0159'RAILROAD CROSSING. CONTINUE WESTERLY FOR 0.8 MI (1.3 KM) TO THE HS0159'INTERSECTION OF COHEN ROAD TO THE RIGHT (FORMERLY SAN JOAQUIN ROAD) AT HS0159'THE START OF AN S-CURVE IN STEWART ROAD. TURN SHARPLY RIGHT AND GO HS0159'NORTH FOR 1.0 MI (1.6 KM) TO WHERE COHEN ROAD TURNS WEST AND CLIMBS HS0159'ONTO THE LEVEE. CONTINUE WESTERLY FOR 0.8 MI (1.3 KM) ALONG THE LEVEE HS0159'TO WHERE THE LEVEE TURNS NORTHWEST AND COHEN ROAD DROPS OFF OF THE HS0159'LEVEE TO CONTINUE ON WEST. THE STATION IS ON THE RIGHT, JUST AT THE HS0159'BASE OF THE LEVEE. THE STATION IS A STANDARD BENCH MARK DISK SET HS0159'FLUSH IN THE TOP SURFACE OF A 6-FT BY 7-FT CONCRETE UNDERGROUND HS0159'IRRIGATION STRUCTURE WITH A 1.6-FT DIAMETER, 2.5 FT (0.8 M) HIGH HS0159'CONCRETE STANDPIPE PROJECTING FROM THE CENTER OF THE SLAB. THE HS0159'STATION IS ABOUT 225 FT (68.6 M) WEST OF THE JUNCTION OF THE LEVEE AND HS0159'COHEN ROAD, 25.5 FT (7.8 M) NORTH OF THE CENTERLINE OF COHEN ROAD, IN HS0159'THE CENTER OF THE 6 FT-WIDE SOUTH EDGE OF THE SLAB, 2.4 FT (0.7 M) HS0159'SOUTH OF THE SOUTH SIDE OF THE STANDPIPE, 0.4 FT (0.1 M) NORTH OF THE HS0159'SOUTH EDGE OF THE SLAB, 1.3 FT (0.4 M) BELOW THE LEVEL OF COHEN ROAD, HS0159'AND NEARLY FLUSH WITH THE GROUND. THE STATION WAS OCCUPIED AS PART OF HS0159'THE SAN JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. HS0159 HS0159 STATION RECOVERY (2002) HS0159 HS0159'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) HS0159'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR HS0159'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS1516 *********************************************************************** JS1516 HT_MOD - This is a Height Modernization Survey Station. JS1516 DESIGNATION - U 956 JS1516 PID - JS1516 JS1516 STATE/COUNTY- CA/SAN JOAQUIN JS1516 USGS QUAD - LINDEN (1993) JS1516 JS1516 *CURRENT SURVEY CONTROL JS1516 ___________________________________________________________________ JS1516* NAD 83(1998)- 38 02 09.62422(N) 121 00 51.05096(W) ADJUSTED JS1516* NAVD 88 - 39.45 (meters) 129.4 (feet) GPS OBS JS1516 ___________________________________________________________________ JS1516 EPOCH DATE - 2002.86 JS1516 X - -2,591,695.360 (meters) COMP JS1516 Y - -4,310,888.254 (meters) COMP JS1516 Z - 3,908,597.772 (meters) COMP JS1516 LAPLACE CORR- 4.60 (seconds) DEFLEC99 JS1516 ELLIP HEIGHT- 8.42 (meters) (10/28/05) GPS OBS JS1516 GEOID HEIGHT- -31.02 (meters) GEOID03 JS1516 JS1516 HORZ ORDER - B JS1516 VERT ORDER - FIRST CLASS II (See Below) JS1516 ELLP ORDER - FOURTH CLASS I JS1516 JS1516.The horizontal coordinates were established by GPS observations JS1516.and adjusted by the National Geodetic Survey in October 2005. JS1516.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS1516.DATUM ITEM on the data sheet items page. JS1516.The horizontal coordinates are valid at the epoch date displayed above. JS1516.The epoch date for horizontal control is a decimal equivalence JS1516.of Year/Month/Day. JS1516 JS1516.The orthometric height was determined by GPS observations and a JS1516.high-resolution geoid model using precise GPS observation and JS1516.processing techniques. JS1516.The vertical order pertains to the NGVD 29 superseded value. JS1516 JS1516.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS1516 JS1516.The Laplace correction was computed from DEFLEC99 derived deflections. JS1516 JS1516.The ellipsoidal height was determined by GPS observations JS1516.and is referenced to NAD 83. JS1516 JS1516.The geoid height was determined by GEOID03. JS1516 JS1516; North East Units Scale Factor Converg. JS1516;SPC CA 3 - 670,593.153 1,954,863.191 MT 0.99994151 -0 18 53.3 JS1516;SPC CA 3 - 2,200,104.37 6,413,580.32 sFT 0.99994151 -0 18 53.3 JS1516;UTM 10 - 4,211,671.309 674,272.820 MT 0.99997407 +1 13 26.0 JS1516 JS1516! - Elev Factor x Scale Factor = Combined Factor JS1516!SPC CA 3 - 0.99999868 x 0.99994151 = 0.99994019 JS1516!UTM 10 - 0.99999868 x 0.99997407 = 0.99997275 JS1516 JS1516 SUPERSEDED SURVEY CONTROL JS1516 JS1516 NAD 83(1998)- 38 02 09.62409(N) 121 00 51.05107(W) AD(2002.82) B JS1516 ELLIP H (10/24/03) 8.39 (m) GP(2002.82) 4 1 JS1516 NAD 83(1992)- 38 02 09.62276(N) 121 00 51.04894(W) AD(1997.30) B JS1516 ELLIP H (07/10/98) 8.42 (m) GP(1997.30) 4 1 JS1516 NAD 83(1992)- 38 02 09.62242(N) 121 00 51.04933(W) AD(1997.30) B JS1516 ELLIP H (05/14/98) 8.51 (m) GP(1997.30) 3 1 JS1516 NAD 83(1992)- 38 02 09.62080(N) 121 00 51.04564(W) AD(1991.35) 1 JS1516 ELLIP H (07/22/97) 8.47 (m) GP(1991.35) 4 1 JS1516 NGVD 29 (??/??/92) 38.676 (m) 126.89 (f) ADJ UNCH 1 2 JS1516 JS1516.Superseded values are not recommended for survey control. JS1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1516.See file dsdata.txt to determine how the superseded data were derived. JS1516 JS1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH7427311671(NAD 83) JS1516_MARKER: DB = BENCH MARK DISK JS1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1516_SP_SET: CONCRETE POST JS1516_STAMPING: U 956 1962 JS1516_MARK LOGO: CGS JS1516_MAGNETIC: N = NO MAGNETIC MATERIAL JS1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1516+STABILITY: SURFACE MOTION JS1516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1516+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2002 JS1516 JS1516 HISTORY - Date Condition Report By JS1516 HISTORY - 1962 MONUMENTED CGS JS1516 HISTORY - 1987 GOOD NGS JS1516 HISTORY - 19930329 GOOD CADT JS1516 HISTORY - 19970925 GOOD BOR JS1516 HISTORY - 20021105 GOOD CADWR JS1516 HISTORY - 20021202 GOOD CADWR JS1516 HISTORY - 20021215 GOOD CETINC JS1516 JS1516 STATION DESCRIPTION JS1516 JS1516'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 JS1516'5.6 MI NE FROM LINDEN. JS1516'4.6 MILES NORTHEAST ALONG STATE HIGHWAY 8 FROM THE LINDEN JS1516'GRAMMAR SCHOOL AT LINDEN, THENCE 1.0 MILE SOUTH ALONG JS1516'ESCALON-BELLOTA ROAD, 0.4 MILE SOUTH OF A BRIDGE OVER MORMAN JS1516'SLOUGH, 2 TELEPHONE POLES NORTH OF A RIGHT ANGLE TURN IN TELEPHONE JS1516'POLE LINE, 29 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET JS1516'SOUTH OF TELEPHONE POLE CCT 3B-1377, 2.1 FEET EAST OF A FENCE, JS1516'1.9 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, JS1516'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE JS1516'THE GROUND. JS1516 JS1516 STATION RECOVERY (1987) JS1516 JS1516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 JS1516'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. JS1516'DELETE--0.4 MILE SOUTH OF A BRIDGE OVER MORMAN SLOUGH, 2 TELEPHONE JS1516'POLES NORTH OF A RIGHT ANGLE TURN IN TELEPHONE POLE LINE, AND 2 FEET JS1516'SOUTH OF TELEPHONE POLE CCT 3B-1377. JS1516 JS1516 STATION RECOVERY (1993) JS1516 JS1516'RECOVERY NOTE BY CALTRANS 1993 (PDG) JS1516'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE JS1516'STATION IS LOCATED ON THE WEST SIDE OF ESCALON-BELLOTA ROAD, ABOUT 20 JS1516'MI (32.2 KM) EAST-NORTHEAST OF STOCKTON AND 4 MI (6.4 KM) EAST OF JS1516'LINDEN. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 26 JS1516'(FREMONT STREET) AND 99 IN STOCKTON, GO EAST ON HIGHWAY 26 FOR 5.7 MI JS1516'(9.2 KM) TO THE INTERSECTION WITH JACK TONE ROAD. CONTINUE EAST ON JS1516'HIGHWAY 26 FOR 8.5 MI (13.7 KM) TO A SIDE ROAD RIGHT, ESCALON-BELLOTA JS1516'ROAD. TURN RIGHT AND GO SOUTH ON ESCALON-BELLOTA ROAD FOR 1.0 MI (1.6 JS1516'KM) TO THE STATION ON THE RIGHT. THE STATION IS 0.15 MI (0.24 KM) JS1516'SOUTH OF AND ACROSS ESCALON-BELLOTA ROAD FROM THE ENTRANCE TO NORMANS JS1516'NURSERY. THE STATION IS 115.7 FT (35.3 M) SOUTH OF A TELEPHONE SPLICE JS1516'BOX, 90.5 FT (27.6 M) SOUTHWEST OF AND ACROSS ESCALON-BELLOTA ROAD JS1516'FROM A POWER POLE, 25.7 FT (7.8 M) WEST OF THE CENTERLINE OF JS1516'ESCALON-BELLOTA ROAD, 2.3 FT (0.7 M) EAST OF A HOG AND BARBED WIRE JS1516'RIGHT-OF-WAY FENCE, 1.9 FT (0.6 M) NORTH OF A METAL WITNESS POST, JS1516'LEVEL WITH THE ROAD AND PROJECTS 0.3 FT (0.1 M) ABOVE GROUND. THE JS1516'STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION JS1516'SURVEY. JS1516 JS1516 STATION RECOVERY (1997) JS1516 JS1516'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS1516'THE STATION WAS RECOVERED AND SOME ADDITIONAL INFORMATION FOLLOWS. THE JS1516'STATION IS ABOUT 675 FT (205.7 M) SOUTH OF THE CENTERLINE OF THE MAIN JS1516'ENTRANCE TO NORMANS NURSERY, 115.7 FT (35.3 M) SOUTH OF THE SOUTH BOX JS1516'OF A PAIR OF TELEPHONE SPLICE BOXES, AND OTHER MEASUREMENTS AS JS1516'DESCRIBED IN 1993. THE STATION WAS OCCUPIED AS PART OF THE SAN JS1516'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. JS1516 JS1516 STATION RECOVERY (2002) JS1516 JS1516'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS1516'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS1516'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS1516 JS1516 STATION RECOVERY (2002) JS1516 JS1516'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS1516'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS1516'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS1516 JS1516 STATION RECOVERY (2002) JS1516 JS1516'RECOVERY NOTE BY CONDOR EARTH TECHNOLOGIES INC 2002 (JG) JS1516'U 956 STATION IS LOCATED ON THE WEST SIDE OF ESCALON-BELLOTA ROAD, JS1516'ABOUT 20 MI (32.2 KM) JS1516'EAST-NORTHEAST OF STOCKTON AND 4 MI (6.4 KM) EAST OF LINDEN. TO REACH JS1516'THE STATION FROM JS1516'THE JUNCTION OF STATE HIGHWAY 26 (FREMONT STREET) AND HWY 99 IN JS1516'STOCKTON, TRAVEL EAST JS1516'ON HIGHWAY 26 FOR 5.7 MI (9.2 KM) TO THE INTERSECTION WITH JACK TONE JS1516'ROAD. CONTINUE EAST JS1516'ON HIGHWAY 26 FOR 8.5 MI (13.7 KM) TO A SIDE ROAD RIGHT, JS1516'ESCALON-BELLOTA ROAD. TURN RIGHT JS1516'AND TRAVEL SOUTH ON ESCALON-BELLOTA ROAD FOR 1.0 MI (1.6 KM) TO THE JS1516'STATION ON THE RIGHT. JS1516'LIKEWISE, FROM SONORA, BEGINNING AT THE JUNCTION OF HWY 108 AND JS1516'O'BYRNES FERRY ROAD JS1516'WEST OF SONORA, TRAVEL NORTH ON O'BYRNES FERRY ROAD TO HWY 4 AT JS1516'COPPEROPOLIS. TRAVEL JS1516'EAST ON HWY 4 TO INTERSECTION WITH ESCALON BELLOTA ROAD AT FARMINGTON JS1516'THEN TRAVEL JS1516'NORTH ON ESCALON BELLOTA ROAD TO 7.4 MI (11.9 KM). STATION IS JS1516'APPROXIMATELY 675 FT (205.7 M) JS1516'SOUTH OF THE CENTERLINE OF THE MAIN ENTRANCE TO NORMAN'S NURSERY, JS1516'115.7 FT (35.3 M) JS1516'SOUTH OF A TELEPHONE SPLICE BOX, AND 90.5 FT (27.6 M) SOUTHWEST OF AND JS1516'ACROSS JS1516'ESCALON-BELLOTA ROAD FROM A POWER POLE. THE MARK IS 25.7 FT (7.8 M) JS1516'WEST OF A CENTERLINE JS1516'OF ESCALON-BELLOTA ROAD, 2.3 FT (0.7 M) EAST OF A HOG AND BARBED WIRE JS1516'RIGHT-OF-WAY FENCE, JS1516'1.9 FT (0.6 M) NORTH OF A METAL WITNESS POST, LEVEL WITH THE ROAD AND JS1516'PROJECTS 0.3 FT (0.1 M) JS1516'ABOVE GROUND. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9870 *********************************************************************** AE9870 HT_MOD - This is a Height Modernization Survey Station. AE9870 DESIGNATION - VALVE AE9870 PID - AE9870 AE9870 STATE/COUNTY- CA/SAN JOAQUIN AE9870 USGS QUAD - LODI NORTH (1976) AE9870 AE9870 *CURRENT SURVEY CONTROL AE9870 ___________________________________________________________________ AE9870* NAD 83(1998)- 38 08 44.05100(N) 121 20 03.50413(W) ADJUSTED AE9870* NAVD 88 - 10.73 (meters) 35.2 (feet) GPS OBS AE9870 ___________________________________________________________________ AE9870 EPOCH DATE - 2002.86 AE9870 X - -2,611,827.428 (meters) COMP AE9870 Y - -4,289,912.905 (meters) COMP AE9870 Z - 3,918,151.201 (meters) COMP AE9870 LAPLACE CORR- 4.39 (seconds) DEFLEC99 AE9870 ELLIP HEIGHT- -20.62 (meters) (10/28/05) GPS OBS AE9870 GEOID HEIGHT- -31.37 (meters) GEOID03 AE9870 AE9870 HORZ ORDER - FIRST AE9870 ELLP ORDER - FOURTH CLASS I AE9870 AE9870.The horizontal coordinates were established by GPS observations AE9870.and adjusted by the National Geodetic Survey in October 2005. AE9870.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9870.DATUM ITEM on the data sheet items page. AE9870.The horizontal coordinates are valid at the epoch date displayed above. AE9870.The epoch date for horizontal control is a decimal equivalence AE9870.of Year/Month/Day. AE9870 AE9870.The orthometric height was determined by GPS observations and a AE9870.high-resolution geoid model using precise GPS observation and AE9870.processing techniques. AE9870 AE9870.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9870 AE9870.The Laplace correction was computed from DEFLEC99 derived deflections. AE9870 AE9870.The ellipsoidal height was determined by GPS observations AE9870.and is referenced to NAD 83. AE9870 AE9870.The geoid height was determined by GEOID03. AE9870 AE9870; North East Units Scale Factor Converg. AE9870;SPC CA 3 - 682,955.780 1,926,870.297 MT 0.99995282 -0 30 38.8 AE9870;SPC CA 3 - 2,240,664.09 6,321,740.30 sFT 0.99995282 -0 30 38.8 AE9870;UTM 10 - 4,223,277.150 645,958.789 MT 0.99986238 +1 01 44.5 AE9870 AE9870! - Elev Factor x Scale Factor = Combined Factor AE9870!SPC CA 3 - 1.00000324 x 0.99995282 = 0.99995606 AE9870!UTM 10 - 1.00000324 x 0.99986238 = 0.99986562 AE9870 AE9870 SUPERSEDED SURVEY CONTROL AE9870 AE9870 NAD 83(1992)- 38 08 44.04959(N) 121 20 03.50210(W) AD(1997.30) 1 AE9870 ELLIP H (07/10/98) -20.62 (m) GP(1997.30) 4 1 AE9870 NAD 83(1992)- 38 08 44.04900(N) 121 20 03.50211(W) AD(1997.30) 1 AE9870 ELLIP H (05/14/98) -20.53 (m) GP(1997.30) 3 1 AE9870 AE9870.Superseded values are not recommended for survey control. AE9870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9870.See file dsdata.txt to determine how the superseded data were derived. AE9870 AE9870_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4595923277(NAD 83) AE9870_MARKER: DD = SURVEY DISK AE9870_SETTING: 30 = SET IN A LIGHT STRUCTURE AE9870_SP_SET: CONCRETE UTILITY VAULT AE9870_STAMPING: VALVE 1997 AE9870_MARK LOGO: BOR AE9870_MAGNETIC: N = NO MAGNETIC MATERIAL AE9870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO AE9870+STABILITY: SURFACE MOTION AE9870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9870+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2002 AE9870 AE9870 HISTORY - Date Condition Report By AE9870 HISTORY - 1997 MONUMENTED BOR AE9870 HISTORY - 20021122 GOOD CADWR AE9870 AE9870 STATION DESCRIPTION AE9870 AE9870'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9870'THE STATION IS ABOUT 31 MI (49.9 KM) SOUTH-SOUTHEAST OF THE STATE AE9870'CAPITOL IN SACRAMENTO, ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHWEST OF GALT, AE9870'ABOUT 3.4 MI (5.5 KM) WEST OF LODI, AND 2 MI (3.2 KM) NORTH OF STATE AE9870'HIGHWAY 12. TO REACH THE STATION FROM THE STATE HIGHWAY 99/TURNER AE9870'ROAD INTERCHANGE AT LODI, GO WEST ON TURNER ROAD FOR ABOUT 4.0 MI (6.4 AE9870'KM) FROM HIGHWAY 99 TO THE INTERSECTION OF DAVIS ROAD AND THE STATION AE9870'ON THE LEFT (SOUTH) . THE STATION IS A 2-INCH DIAMETER ALUMINUM ALLOY AE9870'DOMED CAP WITH MAGNET, SET FLUSH IN THE SOUTHWEST CORNER OF AN AE9870'L-SHAPED CONCRETE PG AND E UNDERGROUND VAULT/VALVE BOX, 5.0-FT X AE9870'5.75-FT IN SIZE, PROJECTING 0.4 FT (0.1 M) ABOVE GROUND, IN THE AE9870'SOUTHEAST CORNER OF THE INTERSECTION. THE STATION IS 27.0 FT (8.2 M) AE9870'SOUTH OF THE CENTERLINE OF TURNER ROAD, 24.9 FT (7.6 M) EAST OF THE AE9870'CENTERLINE OF DAVIS ROAD, 20.7 FT (6.3 M) WEST-SOUTHWEST OF A POWER AE9870'POLE, AND 5.5 FT (1.7 M) WEST OF A CARSONITE WITNESS POST. THE AE9870'STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA AE9870'GPS/VERTICAL PROJECT. (RWK) AE9870 AE9870 STATION RECOVERY (2002) AE9870 AE9870'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9870'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR AE9870'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9872 *********************************************************************** AE9872 HT_MOD - This is a Height Modernization Survey Station. AE9872 DESIGNATION - VENICE 2 AE9872 PID - AE9872 AE9872 STATE/COUNTY- CA/SAN JOAQUIN AE9872 USGS QUAD - BOULDIN ISLAND (1997) AE9872 AE9872 *CURRENT SURVEY CONTROL AE9872 ___________________________________________________________________ AE9872* NAD 83(1998)- 38 03 58.75536(N) 121 33 06.08258(W) ADJUSTED AE9872* NAVD 88 - 3.47 (meters) 11.4 (feet) GPS OBS AE9872 ___________________________________________________________________ AE9872 EPOCH DATE - 2002.86 AE9872 X - -2,630,921.941 (meters) COMP AE9872 Y - -4,284,593.211 (meters) COMP AE9872 Z - 3,911,224.554 (meters) COMP AE9872 LAPLACE CORR- 4.46 (seconds) DEFLEC99 AE9872 ELLIP HEIGHT- -28.67 (meters) (10/28/05) GPS OBS AE9872 GEOID HEIGHT- -32.15 (meters) GEOID03 AE9872 AE9872 HORZ ORDER - FIRST AE9872 ELLP ORDER - FOURTH CLASS I AE9872 AE9872.The horizontal coordinates were established by GPS observations AE9872.and adjusted by the National Geodetic Survey in October 2005. AE9872.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9872.DATUM ITEM on the data sheet items page. AE9872.The horizontal coordinates are valid at the epoch date displayed above. AE9872.The epoch date for horizontal control is a decimal equivalence AE9872.of Year/Month/Day. AE9872 AE9872.The orthometric height was determined by GPS observations and a AE9872.high-resolution geoid model using precise GPS observation and AE9872.processing techniques. AE9872 AE9872.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9872 AE9872.The Laplace correction was computed from DEFLEC99 derived deflections. AE9872 AE9872.The ellipsoidal height was determined by GPS observations AE9872.and is referenced to NAD 83. AE9872 AE9872.The geoid height was determined by GEOID03. AE9872 AE9872; North East Units Scale Factor Converg. AE9872;SPC CA 3 - 674,352.292 1,907,717.850 MT 0.99994427 -0 38 38.0 AE9872;SPC CA 3 - 2,212,437.48 6,258,904.31 sFT 0.99994427 -0 38 38.0 AE9872;UTM 10 - 4,214,163.674 627,046.458 MT 0.99979879 +0 53 35.2 AE9872 AE9872! - Elev Factor x Scale Factor = Combined Factor AE9872!SPC CA 3 - 1.00000450 x 0.99994427 = 0.99994877 AE9872!UTM 10 - 1.00000450 x 0.99979879 = 0.99980329 AE9872 AE9872 SUPERSEDED SURVEY CONTROL AE9872 AE9872 NAD 83(1992)- 38 03 58.75373(N) 121 33 06.08077(W) AD(1997.30) 1 AE9872 ELLIP H (07/10/98) -28.64 (m) GP(1997.30) 4 1 AE9872 NAD 83(1992)- 38 03 58.75333(N) 121 33 06.08114(W) AD(1997.30) 1 AE9872 ELLIP H (05/14/98) -28.56 (m) GP(1997.30) 3 1 AE9872 AE9872.Superseded values are not recommended for survey control. AE9872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9872.See file dsdata.txt to determine how the superseded data were derived. AE9872 AE9872_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH2704614164(NAD 83) AE9872_MARKER: DD = SURVEY DISK AE9872_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AE9872_STAMPING: VENICE 2 1997 AE9872_MARK LOGO: BOR AE9872_PROJECTION: FLUSH AE9872_MAGNETIC: N = NO MAGNETIC MATERIAL AE9872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AE9872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9872+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2002 AE9872_ROD/PIPE-DEPTH: 4.90 meters AE9872 AE9872 HISTORY - Date Condition Report By AE9872 HISTORY - 1997 MONUMENTED BOR AE9872 HISTORY - 20021120 GOOD CADWR AE9872 AE9872 STATION DESCRIPTION AE9872 AE9872'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9872'THE STATION IS ABOUT 16 MI (25.7 KM) NORTHWEST OF STOCKTON, ABOUT 14.4 AE9872'MI (23.2 KM) EAST-NORTHEAST OF ANTIOCH, AND ABOUT 4.1 MI (6.6 KM) AE9872'SOUTHWEST OF TERMINOUS, ON THE SOUTHWEST SIDE OF VENICE ISLAND ON THE AE9872'SAN JOAQUIN RIVER LEVEE ROAD. VENICE ISLAND IS ACCESSIBLE ONLY BY AE9872'BOAT OR BY THE VENICE ISLAND FERRY AT THE WEST END OF EIGHT-MILE ROAD. AE9872'THE SCHEDULE OF OPERATION IS MON-SAT, 7-11 AM AND 2-6 PM. TO REACH AE9872'THE STATION FROM THE INTERSTATE HIGHWAY 5/EIGHT MILE ROAD INTERCHANGE AE9872'ABOUT 8 MI (12.9 KM) NORTH OF STOCKTON, GO WEST ON EIGHT MILE ROAD FOR AE9872'6.9 MI (11.1 KM) TO THE VENICE ISLAND FERRY. CROSS THE LITTLE AE9872'CONNECTION SLOUGH ON THE FERRY AND TURN LEFT (SOUTH) ONTO THE LEVEE AE9872'ROAD. FOLLOW THE LEVEE ROAD AROUND THE SOUTH SIDE OF THE ISLAND FOR AE9872'2.1 MI (3.4 KM) TO A COMMUNAL HOUSING STRUCTURE BUILT DIRECTLY ON THE AE9872'LEVEE. BEAR RIGHT AND FOLLOW THE ROAD DOWN OFF OF THE LEVEE, PAST THE AE9872'EAST SIDE OF THE STRUCTURE, AND BACK UP ONTO THE LEVEE AGAIN. THEN AE9872'FOLLOW THE LEVEE ROAD FOR ANOTHER 2.7 MI (4.3 KM) TO THE STATION ON AE9872'THE LEFT. THE STATION IS A 2 1/2 INCH DIAMETER ALUMINUM ALLOY DOMED AE9872'CAP WITH MAGNET, SET 0.2 FT (0.1 M) BELOW GROUND, ATTACHED TO AN AE9872'ALUMINUM ROD DRIVEN 16 FT (4.9 M) TO REFUSAL, ENCASED IN A SAND FILLED AE9872'4-INCH DIAMETER PVC PIPE SET TO A DEPTH OF 4 FT (1.2 M) IN A 1 FT (0.3 AE9872'M) DIAMETER CONCRETE-FILLED HOLE 4 FT (1.2 M) DEEP. THE STATION IS AE9872'243 FT (74.1 M) NORTH OF A FARM TRACK ROAD EXTENDING EAST FROM THE AE9872'LEVEE ROAD, 10 FT (3.0 M) WEST OF THE CENTERLINE OF THE LEVEE ROAD, AE9872'4.3 FT (1.3 M) NORTH OF A USCE BM SJ-304 (A 2 INCH STEEL PIPE INSIDE A AE9872'2-FT DIAMETER BY 2-FT THICK CONCRETE MONUMENT WITH AN ALUMINUM ACCESS AE9872'COVER) , 3 FT (0.9 M) EAST OF THE WEST EDGE OF THE LEVEE CREST, 1.1 FT AE9872'(0.3 M) SOUTH OF A CARSONITE WITNESS POST, AND ABOUT LEVEL WITH THE AE9872'ROAD. THE STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO AE9872'RIVER DELTA GPS/VERTICAL PROJECT. AE9872 AE9872 STATION RECOVERY (2002) AE9872 AE9872'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9872'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR AE9872'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 DH6892 *********************************************************************** DH6892 HT_MOD - This is a Height Modernization Survey Station. DH6892 DESIGNATION - VERN DH6892 PID - DH6892 DH6892 STATE/COUNTY- CA/SAN JOAQUIN DH6892 USGS QUAD - VERNALIS (1991) DH6892 DH6892 *CURRENT SURVEY CONTROL DH6892 ___________________________________________________________________ DH6892* NAD 83(1998)- 37 39 15.37461(N) 121 15 31.56652(W) ADJUSTED DH6892* NAVD 88 - 15.40 (meters) 50.5 (feet) GPS OBS DH6892 ___________________________________________________________________ DH6892 EPOCH DATE - 2002.86 DH6892 X - -2,623,553.011 (meters) COMP DH6892 Y - -4,321,990.042 (meters) COMP DH6892 Z - 3,875,123.801 (meters) COMP DH6892 LAPLACE CORR- -0.64 (seconds) DEFLEC99 DH6892 ELLIP HEIGHT- -16.80 (meters) (10/28/05) GPS OBS DH6892 GEOID HEIGHT- -32.20 (meters) GEOID03 DH6892 DH6892 HORZ ORDER - B DH6892 ELLP ORDER - FOURTH CLASS I DH6892 DH6892.The horizontal coordinates were established by GPS observations DH6892.and adjusted by the National Geodetic Survey in October 2005. DH6892.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6892.DATUM ITEM on the data sheet items page. DH6892.The horizontal coordinates are valid at the epoch date displayed above. DH6892.The epoch date for horizontal control is a decimal equivalence DH6892.of Year/Month/Day. DH6892 DH6892.The orthometric height was determined by GPS observations and a DH6892.high-resolution geoid model using precise GPS observation and DH6892.processing techniques. DH6892 DH6892.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6892 DH6892.The Laplace correction was computed from DEFLEC99 derived deflections. DH6892 DH6892.The ellipsoidal height was determined by GPS observations DH6892.and is referenced to NAD 83. DH6892 DH6892.The geoid height was determined by GEOID03. DH6892 DH6892; North East Units Scale Factor Converg. DH6892;SPC CA 3 - 628,373.201 1,933,049.220 MT 0.99993060 -0 27 52.4 DH6892;SPC CA 3 - 2,061,587.74 6,342,012.32 sFT 0.99993060 -0 27 52.4 DH6892;UTM 10 - 4,168,882.795 653,596.442 MT 0.99989059 +1 03 50.1 DH6892 DH6892! - Elev Factor x Scale Factor = Combined Factor DH6892!SPC CA 3 - 1.00000264 x 0.99993060 = 0.99993324 DH6892!UTM 10 - 1.00000264 x 0.99989059 = 0.99989323 DH6892 DH6892 SUPERSEDED SURVEY CONTROL DH6892 DH6892.No superseded survey control is available for this station. DH6892 DH6892_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG5359668883(NAD 83) DH6892_MARKER: DD = SURVEY DISK DH6892_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+) DH6892_STAMPING: VERN 2002 DH6892_MARK LOGO: CADWR DH6892_PROJECTION: FLUSH DH6892_MAGNETIC: N = NO MAGNETIC MATERIAL DH6892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6892+SATELLITE: SATELLITE OBSERVATIONS - 2002 DH6892_ROD/PIPE-DEPTH: 12.2 meters DH6892_SLEEVE-DEPTH : 1.2 meters DH6892 DH6892 HISTORY - Date Condition Report By DH6892 HISTORY - 2002 MONUMENTED CADWR DH6892 DH6892 STATION DESCRIPTION DH6892 DH6892'DESCRIBED BY CA DEPT OF WATER RES 2002 (WLB) DH6892'THE STATION IS NORTHEAST OF THE TOWN OF VERNALIS, 10 MI SOUTHEAST OF DH6892'THE CITY OF TRACY AND 20 MI SOUTH OF THE CITY OF STOCKTON. TO REACH DH6892'THE STATION FROM THE INTERSECTION OF INTERSTATE 5 AND CHARTER WAY DH6892'(STATE HWY 4 WEST), DRIVE SOUTH ON I-5 FOR ABOUT 12 MI TO THE DH6892'JUNCTION OF I-5 AND STATE HWY 120 EAST, CONTINUE ON I-5 DRIVING DH6892'SOUTHWEST FOR ABOUT 2.5 MI TO THE JUNCTION OF I-5 AND I-205 BEARING DH6892'TO THE WEST. CONTINUE ON I-5 DRIVING SOUTH FOR ABOUT 1.5 MI TO KASSON DH6892'RD EXIT. DRIVE SOUTHEASTERLY ON KASSON RD FOR 6.7 MI TO A DH6892'T-INTERSECTION WITH DURHAM FERRY RD. TURN LEFT AND DRIVE DH6892'NORTHEASTERLY ON THE ROAD FOR 0.2 MI TO A SIDE RD RIGHT, WHICH IS THE DH6892'CONTINUATION OF KASSON RD. TURN RIGHT AND DRIVE SOUTHEASTERLY FOR 1.6 DH6892'MI TO GREENWOOD RD AND THE MARK ON THE RIGHT. THE MARK IS LOCATED IN DH6892'THE NORTHWEST QUADRANT OF THE INTERSECTION, IT IS 15 FEET WEST OF THE DH6892'CENTERLINE OF KASSON ROAD, 39 FEET NORTH OF THE EAST END OF THE DH6892'CENTERLINE OF AN EAST-WEST CANAL, 108 FEET SOUTHEAST OF A POWER POLE DH6892'ON THE WEST SIDE OF KASSON ROAD AND 90 FEET NORTHWEST OF A POWER POLE DH6892'ON THE EAST SIDE OF KASSON ROAD. THE MONUMENT IS A 2.5-IN-DIA DWR DH6892'BRASS DISK SET ON 5/8-IN COPPER-CLAD ROD, IN A 4-IN-DIA PVC SLEEVE. DH6892'THE STATION WAS OBSERVED AS PART OF THE DWR DELTA 2002 SUBSIDENCE DH6892'NETWORK HEIGHT MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 AE9881 *********************************************************************** AE9881 HT_MOD - This is a Height Modernization Survey Station. AE9881 DESIGNATION - VINEYARD AE9881 PID - AE9881 AE9881 STATE/COUNTY- CA/SAN JOAQUIN AE9881 USGS QUAD - LODI NORTH (1976) AE9881 AE9881 *CURRENT SURVEY CONTROL AE9881 ___________________________________________________________________ AE9881* NAD 83(1998)- 38 11 57.36038(N) 121 20 35.62503(W) ADJUSTED AE9881* NAVD 88 - 9.31 (meters) 30.5 (feet) GPS OBS AE9881 ___________________________________________________________________ AE9881 EPOCH DATE - 2002.86 AE9881 X - -2,610,578.816 (meters) COMP AE9881 Y - -4,286,359.165 (meters) COMP AE9881 Z - 3,922,836.157 (meters) COMP AE9881 LAPLACE CORR- 4.80 (seconds) DEFLEC99 AE9881 ELLIP HEIGHT- -21.90 (meters) (10/28/05) GPS OBS AE9881 GEOID HEIGHT- -31.23 (meters) GEOID03 AE9881 AE9881 HORZ ORDER - FIRST AE9881 ELLP ORDER - FOURTH CLASS I AE9881 AE9881.The horizontal coordinates were established by GPS observations AE9881.and adjusted by the National Geodetic Survey in October 2005. AE9881.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AE9881.DATUM ITEM on the data sheet items page. AE9881.The horizontal coordinates are valid at the epoch date displayed above. AE9881.The epoch date for horizontal control is a decimal equivalence AE9881.of Year/Month/Day. AE9881 AE9881.The orthometric height was determined by GPS observations and a AE9881.high-resolution geoid model using precise GPS observation and AE9881.processing techniques. AE9881 AE9881.The X, Y, and Z were computed from the position and the ellipsoidal ht. AE9881 AE9881.The Laplace correction was computed from DEFLEC99 derived deflections. AE9881 AE9881.The ellipsoidal height was determined by GPS observations AE9881.and is referenced to NAD 83. AE9881 AE9881.The geoid height was determined by GEOID03. AE9881 AE9881; North East Units Scale Factor Converg. AE9881;SPC CA 3 - 688,922.646 1,926,141.936 MT 0.99995971 -0 30 58.5 AE9881;SPC CA 3 - 2,260,240.38 6,319,350.67 sFT 0.99995971 -0 30 58.5 AE9881;UTM 10 - 4,229,221.712 645,070.377 MT 0.99985919 +1 01 29.0 AE9881 AE9881! - Elev Factor x Scale Factor = Combined Factor AE9881!SPC CA 3 - 1.00000344 x 0.99995971 = 0.99996315 AE9881!UTM 10 - 1.00000344 x 0.99985919 = 0.99986263 AE9881 AE9881 SUPERSEDED SURVEY CONTROL AE9881 AE9881 NAD 83(1992)- 38 11 57.35879(N) 121 20 35.62274(W) AD(1997.30) 1 AE9881 ELLIP H (07/10/98) -21.90 (m) GP(1997.30) 4 1 AE9881 NAD 83(1992)- 38 11 57.35824(N) 121 20 35.62275(W) AD(1997.30) 1 AE9881 ELLIP H (05/14/98) -21.82 (m) GP(1997.30) 3 1 AE9881 AE9881.Superseded values are not recommended for survey control. AE9881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AE9881.See file dsdata.txt to determine how the superseded data were derived. AE9881 AE9881_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4507029222(NAD 83) AE9881_MARKER: DD = SURVEY DISK AE9881_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL AE9881+WITH SETTING: INFORMATION. AE9881_STAMPING: VINEYARD 1997 AE9881_MARK LOGO: BOR AE9881_PROJECTION: RECESSED 5 CENTIMETERS AE9881_MAGNETIC: N = NO MAGNETIC MATERIAL AE9881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AE9881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AE9881+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2002 AE9881_ROD/PIPE-DEPTH: 1.70 meters AE9881 AE9881 HISTORY - Date Condition Report By AE9881 HISTORY - 1997 MONUMENTED BOR AE9881 HISTORY - 20021122 GOOD CADWR AE9881 AE9881 STATION DESCRIPTION AE9881 AE9881'DESCRIBED BY US BUREAU OF RECLAMATION 1997 (DWS) AE9881'THE STATION IS ABOUT 27.3 MI (43.9 KM) SOUTH-SOUTHEAST OF THE STATE AE9881'CAPITOL IN SACRAMENTO, ABOUT 6.0 MI (9.7 KM) NORTHWEST OF LODI, AND AE9881'ABOUT 4.3 MI (6.9 KM) SOUTHWEST OF GALT, IN VINEYARDS SOUTH AND WEST AE9881'OF THE MOKELUMNE RIVER. TO REACH THE STATION FROM THE STATE HIGHWAY AE9881'99/PELTIER ROAD INTERCHANGE BETWEEN GALT AND LODI, GO WEST ON PELTIER AE9881'ROAD FOR 1.7 MI (2.7 KM) TO THE INTERSECTION OF LOWER SACRAMENTO ROAD. AE9881'CONTINUE WEST ON PELTIER FOR ANOTHER 2.2 MI (3.5 KM) TO THE AE9881'INTERSECTION OF DAVIS ROAD. TURN RIGHT ONTO DAVIS ROAD AND GO NORTH, AE9881'WEST, AND NORTH AGAIN FOR 1.1 MI (1.8 KM) TO AN IRRIGATION WELL AND AE9881'THE STATION ON THE LEFT. THE STATION IS A 2 1/2 INCH DIAMETER AE9881'ALUMINUM ALLOY DOMED CAP WITH MAGNET, SET 0.2 FT (0.1 M) BELOW GROUND, AE9881'ATTACHED TO AN ALUMINUM ROD DRIVEN 5.5 FT (1.7 M) TO REFUSAL, ENCASED AE9881'IN A SAND FILLED 4-INCH DIAMETER PVC PIPE SET TO A DEPTH OF 4 FT (1.2 AE9881'M) IN A 1 FT (0.3 M) DIAMETER CONCRETE-FILLED HOLE 4 FT (1.2 M) DEEP. AE9881'THE STATION IS ABOUT 177.2 FT (54.0 M) NORTH-NORTHWEST OF A AE9881'TRANSFORMER POLE, 84 FT (25.6 M) SOUTH-SOUTHWEST OF A TRANSFORMER AE9881'POLE, 18.4 FT (5.6 M) EAST OF CENTERLINE OF AN IRRIGATION WELL PUMP AE9881'MOTOR, 16.9 FT (5.2 M) WEST OF THE CENTERLINE OF DAVIS ROAD, 5.5 FT AE9881'(1.7 M) SOUTH OF A POWERPOLE WITH SWITCHES, AND ABOUT LEVEL WITH THE AE9881'GROUND. THE STATION IS 1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS AE9881'POST. THE STATION WAS OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO AE9881'RIVER DELTA GPS/VERTICAL PROJECT. AE9881 AE9881 STATION RECOVERY (2002) AE9881 AE9881'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) AE9881'RECOVERED AS DESCRIBED. MARK IS ALUMINUM ALLOY ROD. THE STATION WAS AE9881'OBSERVED AS PART OF THE DWR DELTA 2002 SUBSIDENCE NETWORK HEIGHT AE9881'MODERNIZATION SURVEY. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 JS3889 *********************************************************************** JS3889 FBN - This is a Federal Base Network Control Station. JS3889 DESIGNATION - W 1413 JS3889 PID - JS3889 JS3889 STATE/COUNTY- CA/SAN JOAQUIN JS3889 USGS QUAD - LODI SOUTH (1976) JS3889 JS3889 *CURRENT SURVEY CONTROL JS3889 ___________________________________________________________________ JS3889* NAD 83(1998)- 38 05 09.26233(N) 121 16 30.64863(W) ADJUSTED JS3889* NAVD 88 - 12.392 (meters) 40.66 (feet) ADJUSTED JS3889 ___________________________________________________________________ JS3889 EPOCH DATE - 2002.86 JS3889 X - -2,609,521.868 (meters) COMP JS3889 Y - -4,296,100.733 (meters) COMP JS3889 Z - 3,912,941.789 (meters) COMP JS3889 LAPLACE CORR- 3.65 (seconds) DEFLEC99 JS3889 ELLIP HEIGHT- -19.03 (meters) (10/28/05) GPS OBS JS3889 GEOID HEIGHT- -31.42 (meters) GEOID03 JS3889 DYNAMIC HT - 12.383 (meters) 40.63 (feet) COMP JS3889 MODELED GRAV- 979,973.3 (mgal) NAVD 88 JS3889 JS3889 HORZ ORDER - FIRST JS3889 VERT ORDER - FIRST CLASS II JS3889 ELLP ORDER - FOURTH CLASS I JS3889 JS3889.ITRF positions are available for this station. JS3889.The horizontal coordinates were established by GPS observations JS3889.and adjusted by the National Geodetic Survey in October 2005. JS3889.This is a SPECIAL STATUS position. See SPECIAL STATUS under the JS3889.DATUM ITEM on the data sheet items page. JS3889.The horizontal coordinates are valid at the epoch date displayed above. JS3889.The epoch date for horizontal control is a decimal equivalence JS3889.of Year/Month/Day. JS3889 JS3889.The orthometric height was determined by differential leveling JS3889.and adjusted by the National Geodetic Survey in June 1991. JS3889 JS3889.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS3889 JS3889.The Laplace correction was computed from DEFLEC99 derived deflections. JS3889 JS3889.The ellipsoidal height was determined by GPS observations JS3889.and is referenced to NAD 83. JS3889 JS3889.The geoid height was determined by GEOID03. JS3889 JS3889.The dynamic height is computed by dividing the NAVD 88 JS3889.geopotential number by the normal gravity value computed on the JS3889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JS3889.degrees latitude (g = 980.6199 gals.). JS3889 JS3889.The modeled gravity was interpolated from observed gravity values. JS3889 JS3889; North East Units Scale Factor Converg. JS3889;SPC CA 3 - 676,289.206 1,931,997.955 MT 0.99994621 -0 28 28.5 JS3889;SPC CA 3 - 2,218,792.17 6,338,563.29 sFT 0.99994621 -0 28 28.5 JS3889;UTM 10 - 4,216,751.226 651,263.265 MT 0.99988180 +1 03 50.9 JS3889 JS3889! - Elev Factor x Scale Factor = Combined Factor JS3889!SPC CA 3 - 1.00000299 x 0.99994621 = 0.99994920 JS3889!UTM 10 - 1.00000299 x 0.99988180 = 0.99988479 JS3889 JS3889 SUPERSEDED SURVEY CONTROL JS3889 JS3889 NAD 83(1998)- 38 05 09.26114(N) 121 16 30.64701(W) AD(1998.50) A JS3889 ELLIP H (04/06/00) -19.04 (m) GP(1998.50) 3 1 JS3889 NAD 83(1992)- 38 05 09.26094(N) 121 16 30.64688(W) AD(1997.30) 1 JS3889 ELLIP H (07/10/98) -19.05 (m) GP(1997.30) 4 1 JS3889 NAD 83(1992)- 38 05 09.26021(N) 121 16 30.64668(W) AD(1997.30) 1 JS3889 ELLIP H (05/14/98) -18.95 (m) GP(1997.30) 3 1 JS3889 NAD 83(1992)- 38 05 09.25872(N) 121 16 30.64376(W) AD(1991.35) 1 JS3889 ELLIP H (10/14/94) -18.98 (m) GP(1991.35) 4 2 JS3889 NAVD 88 (07/10/98) 12.39 (m) 40.6 (f) LEVELING 3 JS3889 NAVD 88 (10/14/94) 12.39 (m) 40.6 (f) LEVELING 3 JS3889 JS3889.Superseded values are not recommended for survey control. JS3889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS3889.See file dsdata.txt to determine how the superseded data were derived. JS3889 JS3889_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH5126316751(NAD 83) JS3889_MARKER: F = FLANGE-ENCASED ROD JS3889_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) JS3889_SP_SET: STAINLESS STEEL ROD JS3889_STAMPING: W 1413 1987 JS3889_MARK LOGO: NGS JS3889_PROJECTION: FLUSH JS3889_MAGNETIC: N = NO MAGNETIC MATERIAL JS3889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL JS3889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS3889+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004 JS3889_ROD/PIPE-DEPTH: 11.0 meters JS3889 JS3889 HISTORY - Date Condition Report By JS3889 HISTORY - 1987 MONUMENTED NGS JS3889 HISTORY - 19930325 GOOD CADT JS3889 HISTORY - 19940103 GOOD CADT JS3889 HISTORY - 19940127 GOOD CADT JS3889 HISTORY - 19971010 GOOD BOR JS3889 HISTORY - 19980501 GOOD CADT JS3889 HISTORY - 20000616 GOOD NGS JS3889 HISTORY - 20021122 GOOD CADWR JS3889 HISTORY - 20040708 GOOD CADWR JS3889 JS3889 STATION DESCRIPTION JS3889 JS3889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 JS3889'3.5 KM (2.15 MI) SOUTH FROM LODI. JS3889'3.2 KM (2.00 MI) SOUTH ALONG WEST LANE ROAD FROM THE JUNCTION OF JS3889'KETTLEMAN ROAD IN LODI, THENCE 0.32 KM (0.20 MI) EAST ALONG ARMSTRONG JS3889'ROAD, AT THE 2ND TELEPHONE POLE SOUTH OF THE CROSSING OF THE SOUTHERN JS3889'PACIFIC RAILROAD, AT RAILROAD MILEPOLE 100, 7.6 M (24.9 FT) EAST OF JS3889'THE CENTERLINE OF PETERSON ROAD, 13.0 M (42.7 FT) WEST OF THE WEST JS3889'RAIL, 5.7 M (18.7 FT) WEST OF THE CENTER OF A TRACK ROAD, 0.73 M (2.4 JS3889'FT) SOUTH OF MILEPOLE 100. NOTE--ACCESS TO DATUM POINT IS HAD JS3889'THROUGH A 5-INCH LOGO CAP. JS3889'THE MARK IS 0.3 METERS S FROM A WITNESS POST JS3889'THE MARK IS 1.8 M BELOW THE RAILROAD. JS3889 JS3889 STATION RECOVERY (1993) JS3889 JS3889'RECOVERY NOTE BY CALTRANS 1993 (PDG) JS3889'RECOVERED AS DESCRIBED. JS3889 JS3889 STATION RECOVERY (1994) JS3889 JS3889'RECOVERY NOTE BY CALTRANS 1994 (DBS) JS3889'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. JS3889' JS3889'THE STATION IS LOCATED NEAR THE ARMSTRONG ROAD CROSSING OF THE JS3889'SOUTHERN PACIFIC RAILROAD, ABOUT 10 MI (16.1 KM) NORTH OF THE CITY OF JS3889'STOCKTON AND ABOUT 3.5 MI (5.6 KM) SOUTH OF THE CITY OF LODI. JS3889' JS3889'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 99 AND JS3889'ARMSTRONG ROAD, ABOUT 3.5 MI (5.6 KM) SOUTH OF LODI, GO WEST ON JS3889'ARMSTRONG ROAD FOR 0.85 MI (1.37 KM) TO A SIDE ROAD LEFT, PEARSON ROAD JS3889'(ABOUT 75 FT (22.9 M) WEST OF THE SOUTHERN PACIFIC RAILROAD TRACKS). JS3889'TURN LEFT AND GO SOUTH ON PEARSON ROAD FOR ABOUT 240 FT (73.2 M) TO JS3889'THE STATION ON THE LEFT. JS3889' JS3889'THE STATION IS ABOUT 240 FT (73.2 M) SOUTH OF ARMSTRONG RD, 42.0 FT JS3889'(12.8 M) WEST OF THE WEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 31.8 JS3889'FT (9.7 M) WEST OF RAILROAD MILE POST 100, 24.5 FT (7.5 M) EAST OF THE JS3889'CENTERLINE OF PEARSON ROAD, 1.0 FT (0.3 M) NORTH OF A CARSONITE JS3889'WITNESS POST, 0.8 FT (0.2 M) SOUTH OF ANOTHER CARSONITE WITNESS POST, JS3889'ABOUT 4 FT (1.2 M) LOWER THAN THE RAILROAD TRACK AND ABOUT LEVEL WITH JS3889'THE ROADWAY. JS3889' JS3889'THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION JS3889'SURVEY. JS3889 JS3889 STATION RECOVERY (1994) JS3889 JS3889'RECOVERY NOTE BY CALTRANS 1994 (JCB) JS3889'RECOVERED AS DESCRIBED. JS3889 JS3889 STATION RECOVERY (1997) JS3889 JS3889'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS3889'THE STATION WAS RECOVERED AND AN ADDITIONAL TO REACH FOLLOWS. THE JS3889'STATION IS ABOUT 8.8 MI (14.2 KM) NORTH OF STOCKTON, 3.6 MI (5.8 KM) JS3889'SOUTH OF LODI, AND ABOUT 0.8 MI (1.3 KM) WEST OF STATE HIGHWAY 99, JS3889'NEAR THE MICKE GROVE COUNTY PARK. TO REACH THE STATION FROM THE JS3889'INTERSECTION OF INTERSTATE HIGHWAY 5 AND EIGHT MILE ROAD, ABOUT 8 MI JS3889'(12.9 KM) NORTH OF STOCKTON, GO EAST ON EIGHT MILE ROAD FOR 3.4 MI JS3889'(5.5 KM) TO THE INTERSECTION OF LOWER SACRAMENTO ROAD. TURN LEFT AND JS3889'GO NORTH ON LOWER SACRAMENTO ROAD FOR 2 MI (3.2 KM) TO ARMSTRONG ROAD. JS3889'TURN RIGHT AND GO EAST ON ARMSTRONG ROAD FOR 1.73 MI (2.78 KM) TO THE JS3889'INTERSECTION OF WEST LANE. CONTINUE EAST FOR 0.22 MI (0.35 KM) TO THE JS3889'INTERSECTION OF PEARSON ROAD JUST WEST OF THE RAILROAD TRACKS. TURN JS3889'RIGHT AND GO SOUTH ON PEARSON ROAD FOR ABOUT 235 FT (71.6 M) TO THE JS3889'STATION ON THE LEFT, IN A SLIGHT MOUND, 1.5 FT (0.5 M) SOUTHEAST OF AN JS3889'OLD TREE STUMP. THE INTERSECTION OF ARMSTRONG ROAD AND PEARSON ROAD JS3889'IS ALSO 1.0 MI (1.6 KM) WEST OF THE INTERSECTION OF ARMSTRONG ROAD AND JS3889'STATE HIGHWAY 99. THE STATION WAS OCCUPIED AS PART OF THE SAN JS3889'JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. (RWK) JS3889 JS3889 STATION RECOVERY (1998) JS3889 JS3889'RECOVERY NOTE BY CALTRANS 1998 (JDD) JS3889'RECOVERED AS DESCRIBED. JS3889 JS3889 STATION RECOVERY (2000) JS3889 JS3889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS) JS3889'15.0 KM (9.30 MI) NORTHERLY ALONG INTERSTATE HIGHWAY 5 FROM THE JS3889'JUNCTION OF STATE HIGHWAY 4 EAST IN STOCKTON TO EIGHT MILE ROAD EXIT, JS3889'THENCE 5.5 KM (3.40 MI) EASTERLY ALONG EIGHT MILE ROAD, THENCE 3.2 KM JS3889'(2.00 MI) NORTHERLY ALONG LOWER SACRAMENTO ROAD, THENCE 3.1 KM (1.90 JS3889'MI) EASTERLY ALONG ARMSTRONG ROAD, 72.0 M (236.2 FT) SOUTH OF THE JS3889'CENTER OF ARMSTRONG ROAD, 12.8 M (42.0 FT) WEST OF THE NEAR RAIL OF JS3889'THE UNION PACIFIC RAILROAD, 7.5 M (24.6 FT) EAST OF AND LEVEL WITH THE JS3889'CENTERLINE OF PEARSON ROAD, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, JS3889'AND 0.2 M (0.7 FT) SOUTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM JS3889'POINT IS THROUGH A 5-INCH LOGO CAP. THE MONUMENT IS ON THE ROAD JS3889'RIGHT-OF-WAY. THIS IS A FEDERAL BASE NETWORK CONTROL STATION. JS3889 JS3889 STATION RECOVERY (2002) JS3889 JS3889'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS3889'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS3889'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS3889 JS3889 STATION RECOVERY (2004) JS3889 JS3889'RECOVERY NOTE BY CA DEPT OF WATER RES 2004 (RJ) JS3889'LOGO CAP MISSING BUT MARK INTACT. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 1, 2005 HS5150 *********************************************************************** HS5150 HT_MOD - This is a Height Modernization Survey Station. HS5150 DESIGNATION - W 474 RESET HS5150 PID - HS5150 HS5150 STATE/COUNTY- CA/SAN JOAQUIN HS5150 USGS QUAD - UNION ISLAND (1978) HS5150 HS5150 *CURRENT SURVEY CONTROL HS5150 ___________________________________________________________________ HS5150* NAD 83(1998)- 37 50 06.29449(N) 121 23 01.32497(W) ADJUSTED HS5150* NAVD 88 - 7.70 (meters) 25.3 (feet) GPS OBS HS5150 ___________________________________________________________________ HS5150 EPOCH DATE - 2002.86 HS5150 X - -2,626,570.175 (meters) COMP HS5150 Y - -4,305,766.482 (meters) COMP HS5150 Z - 3,890,988.177 (meters) COMP HS5150 LAPLACE CORR- 1.80 (seconds) DEFLEC99 HS5150 ELLIP HEIGHT- -24.44 (meters) (10/28/05) GPS OBS HS5150 GEOID HEIGHT- -32.14 (meters) GEOID03 HS5150 HS5150 HORZ ORDER - FIRST HS5150 VERT ORDER - THIRD (See Below) HS5150 ELLP ORDER - FOURTH CLASS I HS5150 HS5150.The horizontal coordinates were established by GPS observations HS5150.and adjusted by the National Geodetic Survey in October 2005. HS5150.This is a SPECIAL STATUS position. See SPECIAL STATUS under the HS5150.DATUM ITEM on the data sheet items page. HS5150.The horizontal coordinates are valid at the epoch date displayed above. HS5150.The epoch date for horizontal control is a decimal equivalence HS5150.of Year/Month/Day. HS5150 HS5150.The orthometric height was determined by GPS observations and a HS5150.high-resolution geoid model using precise GPS observation and HS5150.processing techniques. HS5150.The vertical order pertains to the NGVD 29 superseded value. HS5150 HS5150.The X, Y, and Z were computed from the position and the ellipsoidal ht. HS5150 HS5150.The Laplace correction was computed from DEFLEC99 derived deflections. HS5150 HS5150.The ellipsoidal height was determined by GPS observations HS5150.and is referenced to NAD 83. HS5150 HS5150.The geoid height was determined by GEOID03. HS5150 HS5150; North East Units Scale Factor Converg. HS5150;SPC CA 3 - 648,536.148 1,922,215.417 MT 0.99993025 -0 32 27.7 HS5150;SPC CA 3 - 2,127,739.01 6,306,468.41 sFT 0.99993025 -0 32 27.7 HS5150;UTM 10 - 4,188,747.978 642,228.620 MT 0.99984916 +0 59 29.7 HS5150 HS5150! - Elev Factor x Scale Factor = Combined Factor HS5150!SPC CA 3 - 1.00000384 x 0.99993025 = 0.99993408 HS5150!UTM 10 - 1.00000384 x 0.99984916 = 0.99985299 HS5150 HS5150 SUPERSEDED SURVEY CONTROL HS5150 HS5150 NAD 83(1992)- 37 50 06.29283(N) 121 23 01.32218(W) AD(1997.30) 1 HS5150 ELLIP H (07/10/98) -24.44 (m) GP(1997.30) 4 1 HS5150 NAD 83(1992)- 37 50 06.29250(N) 121 23 01.32254(W) AD(1997.30) 1 HS5150 ELLIP H (05/14/98) -24.35 (m) GP(1997.30) 3 1 HS5150 NGVD 29 (??/??/??) 7.00 (m) 23.0 (f) RESET 3 HS5150 HS5150.Superseded values are not recommended for survey control. HS5150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. HS5150.See file dsdata.txt to determine how the superseded data were derived. HS5150 HS5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG4222988748(NAD 83) HS5150_MARKER: DB = BENCH MARK DISK HS5150_SETTING: 36 = SET IN A MASSIVE STRUCTURE HS5150_SP_SET: ABUTMENT HS5150_STAMPING: W 474 RESET 1974 HS5150_MARK LOGO: NGS HS5150_MAGNETIC: N = NO MAGNETIC MATERIAL HS5150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL HS5150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR HS5150+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2002 HS5150 HS5150 HISTORY - Date Condition Report By HS5150 HISTORY - 1974 MONUMENTED CA-077 HS5150 HISTORY - 19970816 GOOD USGS HS5150 HISTORY - 20021209 GOOD CADWR HS5150 HS5150 STATION DESCRIPTION HS5150 HS5150'DESCRIBED BY SAN JOAQUIN COUNTY CALIFORNIA 1974 HS5150'2.2 MILES EAST ALONG HOWARD ROAD FROM THE DAVID BIXLER GRAMMAR HS5150'SCHOOL, THENCE 2.0 MILES SOUTHEAST ALONG UNDINE ROAD. 3.3 MILES HS5150'SOUTH OF WILLIAMS BRIDGE OVER THE MIDDLE RIVER, 0.2 MILES EAST OF HS5150'A Y JUNCTION OF WING LEVEE ROAD. LOCATED ON THE NORTHWEST CORNER HS5150'OF A CONCRETE BRIDGE THAT REPLACED STEEL BRIDGE 322.0 OVER THE HS5150'MIDDLE RIVER. -SAN JOAQUIN CO. DEPT. OF PUBLIC WORKS HS5150 HS5150 STATION RECOVERY (1997) HS5150 HS5150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1997 (MEI) HS5150'THE STATION WAS RECOVERED AND SOME ADDITIONAL INFORMATION FOLLOWS. THE HS5150'STATION IS ABOUT 10 MI (16.1 KM) SOUTH-SOUTHWEST OF STOCKTON AND ABOUT HS5150'10 MI (16.1 KM) WEST OF MANTECA, ON THE UNDINE ROAD BRIDGE OVER THE HS5150'MIDDLE RIVER. TO REACH THE STATION FROM THE INTERSECTION OF TRACY HS5150'BOULEVARD AND HOWARD ROAD, GO EAST ON HOWARD ROAD FOR 2.3 MI (3.7 KM) HS5150'TO THE INTERSECTION OF UNDINE ROAD, A SIDE ROAD RIGHT, WHERE HOWARD HS5150'ROAD TURNS NORTH. TURN RIGHT AND GO SOUTH AND EAST FOR 2.1 MI (3.4 HS5150'KM) ON UNDINE ROAD TO THE BRIDGE OVER THE MIDDLE RIVER. TO REACH THE HS5150'STATION FROM THE INTERSECTION OF STATE HIGHWAY 4 AND ROBERTS ROAD HS5150'SOUTHWEST OF STOCKTON, GO SOUTH ON ROBERTS ROAD FOR 4 MI (6.4 KM) TO HS5150'THE INTERSECTION OF HOWARD ROAD (3.6 MI WEST OF INTERSTATE HIGHWAY 5) HS5150'. GO WEST ON HOWARD ROAD FOR ABOUT 0.1 MI (0.2 KM) TO THE HS5150'INTERSECTION OF ROBERTS ROAD ON THE LEFT. TURN LEFT AND GO SOUTH ON HS5150'ROBERTS ROAD FOR 3 MI (4.8 KM) TO THE INTERSECTION OF UNDINE ROAD, A HS5150'SIDE ROAD RIGHT. TURN RIGHT AND GO WEST FOR 2.6 MI (4.2 KM) TO THE HS5150'BRIDGE OVER THE MIDDLE RIVER AND THE STATION ON THE RIGHT. THE HS5150'STATION IS A STANDARD NATIONAL GEODETIC SURVEY BRONZE DISK SET IN THE HS5150'TOP SURFACE OF THE CONCRETE DECK OF A MONOLITHIC-POUR CONCRETE BRIDGE HS5150'ABUTMENT ON THE NORTHWEST END OF THE BRIDGE, 31.6 FT (9.6 M) NORTH OF HS5150'THE SOUTH FACE OF THE BRIDGE, 18.55 FT (5.65 M) SOUTH-SOUTHEAST OF AN HS5150'8 INCH DIAMETER, 6-FT HIGH STEEL GATEPOST ON THE LEVEE ROAD, 15.2 FT HS5150'(4.6 M) NORTH OF THE PAINTED CENTERLINE, 15.1 FT (4.6 M) EAST OF THE HS5150'WEST END OF THE BRIDGE ABUTMENT NORTH WALL, 2.9 FT (0.9 M) EAST OF THE HS5150'JOINT BETWEEN THE CONCRETE DECK AND THE ASPHALT APPROACH ROADWAY, 1.05 HS5150'FT (0.32 M) SOUTH OF THE NORTH FACE OF THE BRIDGE, AND 0.8 FT (0.2 M) HS5150'SOUTH OF THE FACE OF THE GUARDRAIL. THE STATION WAS OCCUPIED AS PART HS5150'OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA GPS/VERTICAL PROJECT. (RWK) HS5150 HS5150 STATION RECOVERY (2002) HS5150 HS5150'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) HS5150'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR HS5150'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY.