The NGS Data SheetSee file dsdata.txt for more information about the datasheet.DATABASE = Sybase ,PROGRAM = datasheet, VERSION = 7.55 1 National Geodetic Survey, Retrieval Date = NOVEMBER 8, 2007 DE8502 *********************************************************************** DE8502 HT_MOD - This is a Height Modernization Survey Station. DE8502 DESIGNATION - GPS CONTROL PT 51 DE8502 PID - DE8502 DE8502 STATE/COUNTY- CA/CONTRA COSTA DE8502 USGS QUAD - VINE HILL (1980) DE8502 DE8502 *CURRENT SURVEY CONTROL DE8502 ___________________________________________________________________ DE8502* NAD 83(2007)- 38 01 18.81745(N) 122 01 40.82802(W) ADJUSTED DE8502* NAVD 88 - 9.44 (meters) 31.0 (feet) GPS OBS DE8502 ___________________________________________________________________ DE8502 EPOCH DATE - 2007.00 DE8502 X - -2,668,064.014 (meters) COMP DE8502 Y - -4,265,154.162 (meters) COMP DE8502 Z - 3,907,344.712 (meters) COMP DE8502 LAPLACE CORR- 0.74 (seconds) DEFLEC99 DE8502 ELLIP HEIGHT- -22.633 (meters) (02/10/07) ADJUSTED DE8502 GEOID HEIGHT- -32.13 (meters) GEOID03 DE8502 DE8502 ------- Accuracy Estimates (at 95% Confidence Level in cm) -------- DE8502 Type PID Designation North East Ellip DE8502 ------------------------------------------------------------------- DE8502 NETWORK DE8502 GPS CONTROL PT 51 1.12 0.94 2.21 DE8502 ------------------------------------------------------------------- DE8502 DE8502.The horizontal coordinates were established by GPS observations DE8502.and adjusted by the National Geodetic Survey in February 2007. DE8502 DE8502.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). DE8502.The horizontal coordinates are valid at the epoch date displayed above. DE8502.The epoch date for horizontal control is a decimal equivalence DE8502.of Year/Month/Day. DE8502 DE8502.The orthometric height was determined by GPS observations and a DE8502.high-resolution geoid model using precise GPS observation and DE8502.processing techniques. DE8502 DE8502.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8502 DE8502.The Laplace correction was computed from DEFLEC99 derived deflections. DE8502 DE8502.The ellipsoidal height was determined by GPS observations DE8502.and is referenced to NAD 83. DE8502 DE8502.The geoid height was determined by GEOID03. DE8502 DE8502; North East Units Scale Factor Converg. DE8502;SPC CA 3 - 669,997.977 1,865,845.194 MT 0.99994032 -0 56 07.8 DE8502;SPC CA 3 - 2,198,151.70 6,121,527.11 sFT 0.99994032 -0 56 07.8 DE8502;UTM 10 - 4,208,689.947 585,313.940 MT 0.99968964 +0 35 55.5 DE8502 DE8502! - Elev Factor x Scale Factor = Combined Factor DE8502!SPC CA 3 - 1.00000355 x 0.99994032 = 0.99994387 DE8502!UTM 10 - 1.00000355 x 0.99968964 = 0.99969319 DE8502 DE8502 SUPERSEDED SURVEY CONTROL DE8502 DE8502 NAD 83(1998)- 38 01 18.81380(N) 122 01 40.82524(W) AD(2000.86) B DE8502 ELLIP H (11/27/02) -22.609 (m) GP( ) 4 1 DE8502 DE8502.Superseded values are not recommended for survey control. DE8502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DE8502.See file dsdata.txt to determine how the superseded data were derived. DE8502 DE8502_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEH8531408690(NAD 83) DE8502_MARKER: DD = SURVEY DISK DE8502_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE8502_STAMPING: PT 51 LS 5672 1990 DE8502_MARK LOGO: CA-013 DE8502_PROJECTION: RECESSED 35 CENTIMETERS DE8502_MAGNETIC: N = NO MAGNETIC MATERIAL DE8502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE8502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8502+SATELLITE: SATELLITE OBSERVATIONS - 1990 DE8502_ROD/PIPE-DEPTH: 31 meters DE8502 DE8502 HISTORY - Date Condition Report By DE8502 HISTORY - 1990 MONUMENTED LOCSUR DE8502 DE8502 STATION DESCRIPTION DE8502 DE8502'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990 (RZ) DE8502'THE STATION IS LOCATED ABOUT 5.7 MI (9.2 KM) EAST SOUTHEAST OF DE8502'MARTINEZ, 4.3 MI (6.9 KM) NORTHEAST OF CONCORD AND NEAR AN ENTRANCE DE8502'GATE TO THE U.S. NAVAL WEAPONS STATION CONCORD. TO REACH THE STATION DE8502'FROM THE INTERSECTION OF STATE HIGHWAY 4 AND PORT CHICAGO HIGHWAY, GO DE8502'NORTH ON PORT CHICAGO HIGHWAY FOR 0.75 MI (1.21 KM) TO A RAILROAD DE8502'TRACK, AND TO THE NORTH OF THE TRACK, MEDBURN STREET. CONTINUE NORTH DE8502'ON PORT CHICAGO HIGHWAY FOR 0.05 MI (0.08 KM) AND THE STATION ON THE DE8502'RIGHT ATOP A SMALL BERM. IT IS ACROSS PORT CHICAGO HIGHWAY FROM A DE8502'SMALL GUARD SHACK AT THE ENTRANCE TO THE NAVAL WEAPONS STATION. THE DE8502'STATION IS ABOUT 55 M (180.4 FT) NORTH OF THE CENTERLINE OF MEDBURN DE8502'STREET, 20.4 M (66.9 FT) NORTH-NORTHEAST OF A POWER LINE POLE AMD DE8502'ABOUT 18 M (59.1 FT) EAST OF THE CENTERLINE OF PORT CHICAGO HIGHWAY. DE8502'THE STATION IS SET ATOP THE BERM INSIDE AN 8 IN PVC PIPE WITH CAP DE8502'WHICH IS ITSELF INSIDE A PLASTIC MONUMENT HOUSING. IT IS ABOUT 0.35 M DE8502'(1.15 FT) BELOW THE TOP OF THE HOUSING. THE AREA IS COVERED WITH BARK DE8502'MULCH AND THE STATION MAY BE OBSCURED. 1 National Geodetic Survey, Retrieval Date = NOVEMBER 8, 2007 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(2007)- 37 58 32.21854(N) 121 28 26.36382(W) ADJUSTED AE9887* NAVD 88 - 3.49 (meters) 11.5 (feet) GPS OBS AE9887 ___________________________________________________________________ AE9887 EPOCH DATE - 2007.00 AE9887 X - -2,628,346.914 (meters) COMP AE9887 Y - -4,293,446.085 (meters) COMP AE9887 Z - 3,903,293.239 (meters) COMP AE9887 LAPLACE CORR- 3.70 (seconds) DEFLEC99 AE9887 ELLIP HEIGHT- -28.636 (meters) (02/10/07) ADJUSTED AE9887 GEOID HEIGHT- -32.12 (meters) GEOID03 AE9887 AE9887 ------- Accuracy Estimates (at 95% Confidence Level in cm) -------- AE9887 Type PID Designation North East Ellip AE9887 ------------------------------------------------------------------- AE9887 NETWORK AE9887 MARTI 0.35 0.31 0.98 AE9887 ------------------------------------------------------------------- AE9887 AE9887.The horizontal coordinates were established by GPS observations AE9887.and adjusted by the National Geodetic Survey in February 2007. AE9887 AE9887.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). 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 - 664,211.715 1,914,430.698 MT 0.99993683 -0 35 46.7 AE9887;SPC CA 3 - 2,179,167.93 6,280,928.05 sFT 0.99993683 -0 35 46.7 AE9887;UTM 10 - 4,204,208.006 634,027.841 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(1998)- 37 58 32.21892(N) 121 28 26.36097(W) AD(2002.86) 1 AE9887 ELLIP H (10/28/05) -28.617 (m) GP( ) 4 1 AE9887 NAD 83(1992)- 37 58 32.21670(N) 121 28 26.35829(W) AD(1997.30) 1 AE9887 ELLIP H (07/10/98) -28.636 (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) -28.549 (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 8, 2007 JS1193 *********************************************************************** JS1193 DESIGNATION - M 953 JS1193 PID - JS1193 JS1193 STATE/COUNTY- CA/SACRAMENTO JS1193 USGS QUAD - ELK GROVE (1979) JS1193 JS1193 *CURRENT SURVEY CONTROL JS1193 ___________________________________________________________________ JS1193* NAD 83(2007)- 38 24 32.02672(N) 121 19 29.68894(W) ADJUSTED JS1193* NAVD 88 - 19.413 (meters) 63.69 (feet) ADJUSTED JS1193 ___________________________________________________________________ JS1193 EPOCH DATE - 2007.00 JS1193 X - -2,601,714.397 (meters) COMP JS1193 Y - -4,274,879.935 (meters) COMP JS1193 Z - 3,941,102.934 (meters) COMP JS1193 LAPLACE CORR- 5.97 (seconds) DEFLEC99 JS1193 ELLIP HEIGHT- -11.208 (meters) (02/10/07) ADJUSTED JS1193 GEOID HEIGHT- -30.61 (meters) GEOID03 JS1193 DYNAMIC HT - 19.400 (meters) 63.65 (feet) COMP JS1193 JS1193 ------- Accuracy Estimates (at 95% Confidence Level in cm) -------- JS1193 Type PID Designation North East Ellip JS1193 ------------------------------------------------------------------- JS1193 NETWORK JS1193 M 953 0.37 0.37 1.04 JS1193 ------------------------------------------------------------------- JS1193 MODELED GRAV- 980,002.6 (mgal) NAVD 88 JS1193 JS1193 VERT ORDER - FIRST CLASS II JS1193 JS1193.The horizontal coordinates were established by GPS observations JS1193.and adjusted by the National Geodetic Survey in February 2007. JS1193 JS1193.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). JS1193.The horizontal coordinates are valid at the epoch date displayed above. JS1193.The epoch date for horizontal control is a decimal equivalence JS1193.of Year/Month/Day. JS1193 JS1193.The orthometric height was determined by differential leveling JS1193.and adjusted by the in June 1991. JS1193 JS1193.The X, Y, and Z were computed from the position and the ellipsoidal ht. JS1193 JS1193.The Laplace correction was computed from DEFLEC99 derived deflections. JS1193 JS1193.The ellipsoidal height was determined by GPS observations JS1193.and is referenced to NAD 83. JS1193 JS1193.The geoid height was determined by GEOID03. JS1193 JS1193.The dynamic height is computed by dividing the NAVD 88 JS1193.geopotential number by the normal gravity value computed on the JS1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 JS1193.degrees latitude (g = 980.6199 gals.). JS1193 JS1193.The modeled gravity was interpolated from observed gravity values. JS1193 JS1193; North East Units Scale Factor Converg. JS1193;SPC CA 2 - 582,611.575 2,058,962.255 MT 0.99998372 +0 25 32.2 JS1193;SPC CA 2 - 1,911,451.48 6,755,112.00 sFT 0.99998372 +0 25 32.2 JS1193;UTM 10 - 4,252,512.925 646,252.569 MT 0.99986342 +1 02 27.1 JS1193 JS1193! - Elev Factor x Scale Factor = Combined Factor JS1193!SPC CA 2 - 1.00000176 x 0.99998372 = 0.99998548 JS1193!UTM 10 - 1.00000176 x 0.99986342 = 0.99986518 JS1193 JS1193 SUPERSEDED SURVEY CONTROL JS1193 JS1193 NAD 83(1998)- 38 24 32.02591(N) 121 19 29.68663(W) AD(2002.86) 1 JS1193 ELLIP H (10/28/05) -11.215 (m) GP( ) 4 1 JS1193 NAD 83(1998)- 38 24 32.02629(N) 121 19 29.68762(W) AD(2004.69) B JS1193 NAD 83(1992)- 38 24 32.02447(N) 121 19 29.68413(W) AD(1997.30) 1 JS1193 ELLIP H (07/10/98) -11.209 (m) GP(1997.30) 4 1 JS1193 NAD 83(1992)- 38 24 32.02410(N) 121 19 29.68449(W) AD(1997.30) 1 JS1193 ELLIP H (05/14/98) -11.121 (m) GP(1997.30) 3 1 JS1193 NAD 83(1992)- 38 24 32.02206(N) 121 19 29.67990(W) AD(1991.35) 1 JS1193 ELLIP H (06/13/97) -11.150 (m) GP(1991.35) 4 2 JS1193 NAVD 88 (06/13/97) 19.41 (m) 63.7 (f) LEVELING 3 JS1193 NGVD 29 (??/??/92) 18.676 (m) 61.27 (f) ADJ UNCH 1 2 JS1193 JS1193.Superseded values are not recommended for survey control. JS1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JS1193.See file dsdata.txt to determine how the superseded data were derived. JS1193 JS1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH4625352513(NAD 83) JS1193_MARKER: DB = BENCH MARK DISK JS1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT JS1193_SP_SET: CONCRETE POST JS1193_STAMPING: M 953 1962 JS1193_MARK LOGO: CGS JS1193_MAGNETIC: N = NO MAGNETIC MATERIAL JS1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO JS1193+STABILITY: SURFACE MOTION JS1193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JS1193+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2004 JS1193 JS1193 HISTORY - Date Condition Report By JS1193 HISTORY - 1962 MONUMENTED CGS JS1193 HISTORY - 1987 GOOD NGS JS1193 HISTORY - 19940201 GOOD CADT JS1193 HISTORY - 19970827 GOOD BOR JS1193 HISTORY - 20021105 GOOD CADWR JS1193 HISTORY - 20040408 GOOD CADT JS1193 HISTORY - 20040727 POOR WOOROD JS1193 HISTORY - 20040810 GOOD BESTOR JS1193 HISTORY - 20041005 GOOD CADT JS1193 JS1193 STATION DESCRIPTION JS1193 JS1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 JS1193'2 MI SW FROM SHELDON. JS1193'2.05 MILES SOUTHWEST ALONG GRANT LINE ROAD FROM THE JUNCTION JS1193'OF WILTON ROAD AT SHELDON, AT THE JUNCTION OF ELK GROVE BOULEVARD, JS1193'40 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 104 FEET JS1193'SOUTH OF THE CENTER LINE OF THE BOULEVARD, 17 FEET SOUTHWEST OF JS1193'A FENCE CORNER, 2 1/2 FEET NORTHEAST OF TELEPHONE POLE 20/1 WITH JS1193'A GUY WIRE, 5.0 FEET SOUTHEAST OF A FENCE, 1.3 FEET SOUTHWEST JS1193'OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET JS1193'IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE JS1193'GROUND. JS1193 JS1193 STATION RECOVERY (1987) JS1193 JS1193'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 JS1193'RECOVERED IN GOOD CONDITION. JS1193 JS1193 STATION RECOVERY (1994) JS1193 JS1193'RECOVERY NOTE BY CALTRANS 1994 (JCB) JS1193'THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE JS1193'STATION IS LOCATED AT THE INTERSECTION OF GRANT LINE ROAD AND ELK JS1193'GROVE BLVD, ABOUT 15 MI (24.1 KM) SOUTHEAST OF SACRAMENTO AND 2 MI JS1193'(3.2 KM) EAST OF ELK GROVE. TO REACH THE STATION FROM THE STATE JS1193'HIGHWAY 99/GRANT LINE ROAD INTERCHANGE, ABOUT 2 MI (3.2 KM) SOUTH OF JS1193'ELK GROVE, GO NORTHEAST ON GRANT LINE ROAD FOR 3.1 MI (5.0 KM) TO A JS1193'SIDE ROAD LEFT, ELK GROVE BLVD AND THE STATION ON THE LEFT. THE JS1193'STATION IS LOCATED WEST OF THE CENTERLINE INTERSECTION OF ELK GROVE JS1193'BLVD AND GRANT LINE ROAD, 89.0 FT (27.1 M) SOUTH OF THE CENTERLINE OF JS1193'ELK GROVE BLVD, 40.5 FT (12.3 M) NORTHWEST OF THE CENTERLINE OF GRANT JS1193'LINE ROAD, 3.8 FT (1.2 M) EAST OF A GUYED TELEPHONE POLE, 1.5 FT (0.5 JS1193'M) WEST OF A METAL WITNESS POST, LEVEL WITH GRANT LINE ROAD AND JS1193'PROJECTS 0.2 FT (0.1 M) ABOVE GROUND. THIS STATION WAS OCCUPIED AS JS1193'PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. JS1193 JS1193 STATION RECOVERY (1997) JS1193 JS1193'RECOVERY NOTE BY US BUREAU OF RECLAMATION 1997 (DWS) JS1193'THE STATION WAS RECOVERED. TO REACH THE STATION FROM THE INTERSECTION JS1193'OF STATE HIGHWAY 99 AND ELK GROVE BOULEVARD, GO EAST ON ELK GROVE JS1193'BOULEVARD FOR 0.7 MI (1.1 KM) TO WILLIAMSON DRIVE. CONTINUE EAST ON JS1193'ELK GROVE BOULEVARD FOR 2.75 MI (4.43 KM) TO A T-INTERSECTION WITH JS1193'GRANT LINE ROAD AND THE STATION ON THE RIGHT (SOUTH) , JUST NORTH OF A JS1193'TELEPHONE POLE ON THE WEST SIDE OF GRANT LINE ROAD. THE STATION WAS JS1193'OCCUPIED AS PART OF THE SAN JOAQUIN-SACRAMENTO RIVER DELTA JS1193'GPS/VERTICAL PROJECT. JS1193 JS1193 STATION RECOVERY (2002) JS1193 JS1193'RECOVERY NOTE BY CA DEPT OF WATER RES 2002 (WLB) JS1193'RECOVERED AS DESCRIBED. THE STATION WAS OBSERVED AS PART OF THE DWR JS1193'DELTA 2002 SUBSIDENCE NETWORK HEIGHT MODERNIZATION SURVEY. JS1193 JS1193 STATION RECOVERY (2004) JS1193 JS1193'RECOVERY NOTE BY CALTRANS 2004 (RLM) JS1193'RECOVERED IN GOOD CONDITION. JS1193 JS1193 STATION RECOVERY (2004) JS1193 JS1193'RECOVERY NOTE BY WOOD RODGERS INC 2004 (MJS) JS1193'APPEARS DISTURBED JS1193'DID NOT FIT DATASHEET POSITION JS1193 JS1193 STATION RECOVERY (2004) JS1193 JS1193'RECOVERY NOTE BY BESTOR ENGINEERS INCORPORATED 2004 (SDT) JS1193'RECOVERED IN GOOD CONDITION. JS1193 JS1193 STATION RECOVERY (2004) JS1193 JS1193'RECOVERY NOTE BY CALTRANS 2004 (DWM) JS1193'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS JS1193'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT JS1193'MODERNIZATION PROJECT. *** retrieval complete. Elapsed Time = 00:00:00