1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 DH6094 *********************************************************************** DH6094 DESIGNATION - CARPENTER DH6094 PID - DH6094 DH6094 STATE/COUNTY- CA/BUTTE DH6094 USGS QUAD - BUTTE MEADOWS (1995) DH6094 DH6094 *CURRENT SURVEY CONTROL DH6094 ___________________________________________________________________ DH6094* NAD 83(1998)- 40 03 20.67313(N) 121 35 37.15816(W) ADJUSTED DH6094* NAVD 88 - DH6094 ___________________________________________________________________ DH6094 EPOCH DATE - 2004.69 DH6094 X - -2,561,707.860 (meters) COMP DH6094 Y - -4,165,030.111 (meters) COMP DH6094 Z - 4,083,599.648 (meters) COMP DH6094 LAPLACE CORR- 15.70 (seconds) DEFLEC99 DH6094 ELLIP HEIGHT- 1359.17 (meters) (09/13/05) GPS OBS DH6094 GEOID HEIGHT- -24.86 (meters) GEOID03 DH6094 DH6094 HORZ ORDER - A DH6094 ELLP ORDER - FOURTH CLASS I DH6094 DH6094.The horizontal coordinates were established by GPS observations DH6094.and adjusted by the National Geodetic Survey in September 2005. DH6094.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6094.DATUM ITEM on the data sheet items page. DH6094.The horizontal coordinates are valid at the epoch date displayed above. DH6094.The epoch date for horizontal control is a decimal equivalence DH6094.of Year/Month/Day. DH6094 DH6094 DH6094.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6094 DH6094.The Laplace correction was computed from DEFLEC99 derived deflections. DH6094 DH6094.The ellipsoidal height was determined by GPS observations DH6094.and is referenced to NAD 83. DH6094 DH6094.The geoid height was determined by GEOID03. DH6094 DH6094; North East Units Scale Factor Converg. DH6094;SPC CA 2 - 765,294.137 2,034,673.040 MT 1.00005839 +0 15 22.3 DH6094;SPC CA 2 - 2,510,802.51 6,675,423.13 sFT 1.00005839 +0 15 22.3 DH6094;UTM 10 - 4,434,891.575 619,949.608 MT 0.99977712 +0 54 18.5 DH6094 DH6094! - Elev Factor x Scale Factor = Combined Factor DH6094!SPC CA 2 - 0.99978682 x 1.00005839 = 0.99984520 DH6094!UTM 10 - 0.99978682 x 0.99977712 = 0.99956399 DH6094 DH6094 SUPERSEDED SURVEY CONTROL DH6094 DH6094.No superseded survey control is available for this station. DH6094 DH6094_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TFK1995034892(NAD 83) DH6094_MARKER: DD = SURVEY DISK DH6094_SETTING: 66 = SET IN ROCK OUTCROP DH6094_STAMPING: CARPENTER 2004 DH6094_MARK LOGO: CADT DH6094_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE DH6094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH6094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6094+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004 DH6094 DH6094 HISTORY - Date Condition Report By DH6094 HISTORY - 20040330 MONUMENTED CADT DH6094 DH6094 STATION DESCRIPTION DH6094 DH6094'DESCRIBED BY CALTRANS 2004 (FTC) DH6094'THE STATION IS LOCATED IN BUTTE COUNTY NEAR BUTTE MEADOWS AND ABOUT DH6094'38.2 KM NORTHEAST OF CHICO, 32.5 KM SOUTH OF MINERAL, AND 17.3 KM DH6094'NORTHWEST OF STIRLING CITY. DH6094' DH6094'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 32 AND DH6094'HUMBOLDT ROAD LEADING TO BUTTE MEADOWS, TURN RIGHT ON HUMBOLDT ROAD DH6094'AND PROCEED NORTHEASTERLY FOR 3.2 KM TO THE INTERSECTION WITH FOREST DH6094'ROAD 40E ON THE RIGHT. CONTINUE ON HUMBOLDT ROAD FOR 30 M TO THE DH6094'STATION ON THE LEFT ON TOP OF A LAVA CAP RIDGE. DH6094' DH6094'THE STATION IS A CADT BRASS DISK GROUTED INTO A ROCK OUTCROP. THE DH6094'STATION LIES 67 M EAST OF US GEOLOGICAL SURVEY BENCHMARK F 32 1933, DH6094'43.6 M NORTHWEST OF A 0.8 M PONDEROSA PINE WITH POWER LINES ATTACHED DH6094'AND TAGGED '46', 38 M NORTH OF THE CENTERLINE OF HUMBOLDT ROAD, 20.7 DH6094'M WEST OF A 0.55 M PONDEROSA PINE, 19.4 M NORTHWEST OF A 0.35 M CEDAR DH6094'TREE, 15.6 M NORTHEAST OF A 0.60 M BLACK OAK, AND 2.1 M WEST OF A DH6094'METAL GUARD POST IN A ROCK MOUND. THIS STATION WAS OCCUPIED AS PART DH6094'OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT DH6094'MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 KS1832 *********************************************************************** KS1832 FBN - This is a Federal Base Network Control Station. KS1832 DESIGNATION - LOMO KS1832 PID - KS1832 KS1832 STATE/COUNTY- CA/BUTTE KS1832 USGS QUAD - SUTTER (1973) KS1832 KS1832 *CURRENT SURVEY CONTROL KS1832 ___________________________________________________________________ KS1832* NAD 83(1998)- 39 13 16.44991(N) 121 38 30.20106(W) ADJUSTED KS1832* NAVD 88 - 20.759 (meters) 68.11 (feet) ADJUSTED KS1832 ___________________________________________________________________ KS1832 EPOCH DATE - 2004.69 KS1832 X - -2,595,659.844 (meters) COMP KS1832 Y - -4,212,308.750 (meters) COMP KS1832 Z - 4,011,369.449 (meters) COMP KS1832 LAPLACE CORR- 1.17 (seconds) DEFLEC99 KS1832 ELLIP HEIGHT- -8.29 (meters) (09/13/05) GPS OBS KS1832 GEOID HEIGHT- -28.95 (meters) GEOID03 KS1832 DYNAMIC HT - 20.747 (meters) 68.07 (feet) COMP KS1832 MODELED GRAV- 980,042.2 (mgal) NAVD 88 KS1832 KS1832 HORZ ORDER - A KS1832 VERT ORDER - FIRST CLASS II KS1832 ELLP ORDER - FOURTH CLASS I KS1832 KS1832.ITRF positions are available for this station. KS1832.The horizontal coordinates were established by GPS observations KS1832.and adjusted by the National Geodetic Survey in September 2005. KS1832.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KS1832.DATUM ITEM on the data sheet items page. KS1832.The horizontal coordinates are valid at the epoch date displayed above. KS1832.The epoch date for horizontal control is a decimal equivalence KS1832.of Year/Month/Day. KS1832 KS1832.The orthometric height was determined by differential leveling KS1832.and adjusted by the National Geodetic Survey in June 1991. KS1832 KS1832.The X, Y, and Z were computed from the position and the ellipsoidal ht. KS1832 KS1832.The Laplace correction was computed from DEFLEC99 derived deflections. KS1832 KS1832.The ellipsoidal height was determined by GPS observations KS1832.and is referenced to NAD 83. KS1832 KS1832.The geoid height was determined by GEOID03. KS1832 KS1832.The dynamic height is computed by dividing the NAVD 88 KS1832.geopotential number by the normal gravity value computed on the KS1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1832.degrees latitude (g = 980.6199 gals.). KS1832 KS1832.The modeled gravity was interpolated from observed gravity values. KS1832 KS1832; North East Units Scale Factor Converg. KS1832;SPC CA 2 - 672,627.034 2,030,936.774 MT 0.99991750 +0 13 33.2 KS1832;SPC CA 2 - 2,206,777.19 6,663,165.07 sFT 0.99991750 +0 13 33.2 KS1832;UTM 10 - 4,342,206.739 617,250.704 MT 0.99976927 +0 51 32.3 KS1832 KS1832! - Elev Factor x Scale Factor = Combined Factor KS1832!SPC CA 2 - 1.00000130 x 0.99991750 = 0.99991880 KS1832!UTM 10 - 1.00000130 x 0.99976927 = 0.99977057 KS1832 KS1832: Primary Azimuth Mark Grid Az KS1832:SPC CA 2 - LOMO AZ MK 340 54 12.1 KS1832:UTM 10 - LOMO AZ MK 340 16 13.0 KS1832 KS1832|---------------------------------------------------------------------| KS1832| PID Reference Object Distance Geod. Az | KS1832| dddmmss.s | KS1832| DB8127 LOMO RM 1 35.869 METERS 10220 | KS1832| KS1810 YUBA CITY MUNICIPAL TANK APPROX. 9.7 KM 1664020.0 | KS1832| KS1802 YUBA CITY DEL MONTE WATER TANK APPROX.10.3 KM 1670522.7 | KS1832| DB8128 LOMO RM 2 37.820 METERS 33325 | KS1832| DB8126 LOMO AZ MK 3410745.3 | KS1832|---------------------------------------------------------------------| KS1832 KS1832 SUPERSEDED SURVEY CONTROL KS1832 KS1832 NAD 83(1998)- 39 13 16.44843(N) 121 38 30.19900(W) AD(1998.50) A KS1832 ELLIP H (04/06/00) -8.25 (m) GP(1998.50) 3 1 KS1832 ELLIP H (04/05/94) -8.17 (m) GP( ) 4 2 KS1832 NAD 83(1992)- 39 13 16.44608(N) 121 38 30.19704(W) AD(1991.35) 1 KS1832 NAD 83(1986)- 39 13 16.43257(N) 121 38 30.19040(W) AD(1984.00) 1 KS1832 NAD 27 - 39 13 16.82400(N) 121 38 26.30200(W) AD( ) 1 KS1832 NAVD 88 (04/05/94) 20.76 (m) 68.1 (f) LEVELING 3 KS1832 NGVD 29 (04/05/94) 19.93 (m) 65.4 (f) LEVELING 3 KS1832 KS1832.Superseded values are not recommended for survey control. KS1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1832.See file dsdata.txt to determine how the superseded data were derived. KS1832 KS1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ1725142207(NAD 83) KS1832_MARKER: DS = TRIANGULATION STATION DISK KS1832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT KS1832_SP_SET: CONCRETE POST KS1832_STAMPING: LOMO 1939 KS1832_MARK LOGO: CGS KS1832_PROJECTION: FLUSH KS1832_MAGNETIC: N = NO MAGNETIC MATERIAL KS1832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO KS1832+STABILITY: SURFACE MOTION KS1832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1832+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005 KS1832 KS1832 HISTORY - Date Condition Report By KS1832 HISTORY - 1939 MONUMENTED CGS KS1832 HISTORY - 1939 GOOD CGS KS1832 HISTORY - 1972 GOOD NGS KS1832 HISTORY - 1972 GOOD NGS KS1832 HISTORY - 1975 GOOD CADT KS1832 HISTORY - 19880808 GOOD NGS KS1832 HISTORY - 19920505 GOOD NGS KS1832 HISTORY - 19920510 GOOD NGS KS1832 HISTORY - 19920513 GOOD NGS KS1832 HISTORY - 19980506 GOOD NGS KS1832 HISTORY - 20000605 GOOD NGS KS1832 HISTORY - 20030805 GOOD CADT KS1832 HISTORY - 20050419 GOOD CADWR KS1832 KS1832 STATION DESCRIPTION KS1832 KS1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) KS1832'STATION IS LOCATED ON PROPERTY OF THE SOUTHERN PACIFIC RAILROAD, KS1832'7 MILES BY ROAD FROM YUBA CITY, ON THE WEST SIDE OF U.S. HIGHWAY KS1832'99E, OPPOSITE THE LOMO SERVICE STATION AND SUNLAND GROCERY KS1832'STORE. KS1832' KS1832'TO REACH FROM JUNCTION OF HIGHWAYS 20 AND 99E (NORTH YUBA CITY KS1832'LIMITS SIGN), FOLLOW HIGHWAY 99E NORTH 6.9 MILES TO THE LOMO KS1832'SERVICE STATION AND SUNLAND GROCERY STORE AND STATION ON THE KS1832'WEST SIDE OF HIGHWAY. KS1832' KS1832'STATION IS MARKED BY A STANDARD DISK SET IN A SQUARE BLOCK OF KS1832'CONCRETE FLUSH WITH THE GROUND, 61 FEET EAST OF THE EAST MAIN KS1832'RAIL OF THE SOUTHERN PACIFIC TRACKS, ABOUT 60 FEET NORTH OF KS1832'LOADING PLATFORM, HALFWAY BETWEEN RAILROAD AND HIGHWAY, MARK KS1832'STAMPED LOMO 1939. UNDERGROUND MARK IS A STANDARD BRONZE DISK KS1832'SET AS DESCRIBED IN NOTE 7A. KS1832' KS1832'REFERENCE MARKS ARE STANDARD DISKS SET IN SQUARE BLOCKS OF KS1832'CONCRETE FLUSH WITH THE GROUND. NO. 1 IS EAST BY SOUTH OF KS1832'STATION, ON THE EAST SIDE OF HIGHWAY 99E, ABOUT 1 FOOT SOUTH KS1832'OF COCA COLA SIGN, MARK STAMPED LOMO NO. 1 1939. NO. 2 IS KS1832'NORTH-NORTHWEST OF STATION, 39 FEET EAST OF THE EAST MAIN RAIL, KS1832'1 FOOT SOUTH OF TELEPHONE POLE, MARK STAMPED LOMO NO. 2 1939. KS1832' KS1832'AZIMUTH MARK IS A STANDARD DISK SET IN A SQUARE BLOCK OF CONCRETE, KS1832'0.4 MILE NORTH-NORTHWEST OF STATION, 30 FEET WEST OF CENTER KS1832'OF RAILROAD TRACKS, 105 FEET WEST OF HIGHWAY 99E, 25 FEET NORTH KS1832'OF TRACK ROAD CROSSING RAILROAD. MARK STAMPED LOMO 1939. KS1832' KS1832'A 90-FOOT STEEL TOWER ERECTED OVER STATION MARK TO SEE ALL KS1832'LINES. KS1832 KS1832 STATION RECOVERY (1939) KS1832 KS1832'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 KS1832'RECOVERED IN GOOD CONDITION. KS1832 KS1832 STATION RECOVERY (1972) KS1832 KS1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (DRG) KS1832'THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION. KS1832'THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND. KS1832' KS1832'TO REACH STATION FROM THE INTERSECTION OF LIVE OAK BOULEVARD KS1832'AND PENNINGTON ROAD, IN THE TOWN OF LIVE OAK, GO SOUTH ON LIVE KS1832'OAK BOULEVARD 4.0 MILES TO THE AREA KNOWN AS LOMO CROSSING AND KS1832'STATION ON RIGHT. KS1832' KS1832'HEIGHT OF LIGHT ABOVE STATION MARK 5.41 FEET. KS1832' KS1832'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SOUTH KS1832'SOUTHEAST OF LIVE OAK KS1832 KS1832 STATION RECOVERY (1972) KS1832 KS1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (CTG) KS1832'THE STATION AND REFERENCE MARK NO. 2 WERE FOUND IN GOOD KS1832'CONDITION. REFERENCE MARK NO. 1 AND THE AZIMUTH MARK WERE NOT KS1832'SEARCHED FOR. KS1832' KS1832'THE TO REACH DESCRIPTION BY D.R. GOODMAN IN 1972 IS ADEQUATE. KS1832' KS1832'THIS STATION WAS NOT OCCUPIED AND NO CHECK MEASUREMENTS WERE KS1832'MADE ON THE REFERENCE MARKS. KS1832' KS1832'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4.0 MILES SSE KS1832'OF LIVE OAK KS1832 KS1832 STATION RECOVERY (1975) KS1832 KS1832'RECOVERY NOTE BY CALTRANS 1975 (DRG) KS1832'THE STATION, RM 1 AND 2 WERE RECOVERED IN GOOD CONDITION. THE AZ MK KS1832'WAS SEARCHED FOR BUT NOT FOUND. THE 1972---TO REACH---IS ADEQUATE. KS1832'THE STATION WAS NOT OCCUPIED BY THE OBSERVING PARTY. KS1832 KS1832 STATION RECOVERY (1988) KS1832 KS1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 KS1832'6.0 KM (3.75 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM KS1832'THE JUNCTION OF ELM STREET IN LIVE OAK, 18.8 M (61.7 FT) EAST OF THE KS1832'NEAR RAIL, 17.5 M (57.4 FT) NORTH OF THE EXTENDED CENTER OF KENT ROAD, KS1832'14.6 M (47.9 FT) WEST OF THE CENTER OF STATE HIGHWAY 99, 0.9 M KS1832'(3.0 FT) EAST OF A WITNESS POST, LEVEL WITH THE HIGHWAY, AND IN A KS1832'CONCRETE MONUMENT THAT IS RECESSED 0.11 M (0.4 FT) BELOW THE GROUND KS1832'SURFACE. KS1832 KS1832 STATION RECOVERY (1992) KS1832 KS1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 KS1832'RECOVERED IN GOOD CONDITION. KS1832 KS1832 STATION RECOVERY (1992) KS1832 KS1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 KS1832'RECOVERED IN GOOD CONDITION. KS1832 KS1832 STATION RECOVERY (1992) KS1832 KS1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 KS1832'RECOVERED IN GOOD CONDITION. KS1832 KS1832 STATION RECOVERY (1998) KS1832 KS1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) KS1832'RECOVERED AS DESCRIBED. KS1832 KS1832 STATION RECOVERY (2000) KS1832 KS1832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS) KS1832'9.2 KM (5.70 MI) NORTHERLY ALONG STATE HIGHWAY 99 FROM THE JUNCTION OF KS1832'STATE HIGHWAY 20 IN YUBA CITY, 18.8 M (61.7 FT) EAST OF THE NEAR RAIL KS1832'OF THE UNION PACIFIC RAILROAD, 18.0 M (59.1 FT) NORTH OF THE EXTENDED KS1832'CENTERLINE OF KENT ROAD, 16.4 M (53.8 FT) WEST OF THE HIGHWAY KS1832'CENTERLINE, 0.9 M (3.0 FT) EAST OF A WITNESS POST, 0.9 M (3.0 FT) KS1832'NORTH OF A WITNESS POST, 0.2 M (0.7 FT) BELOW THE LEVEL OF THE KS1832'HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NOTE--THE KS1832'MONUMENT IS ON THE HIGHWAY RIGHT-OF-WAY. THIS IS A FEDERAL BASE KS1832'NETWORK CONTROL STATION. KS1832 KS1832 STATION RECOVERY (2003) KS1832 KS1832'RECOVERY NOTE BY CALTRANS 2003 (RLM) KS1832'THE STATION WAS RECOVERED AS DESCRIBED. THIS STATION WAS OCCUPIED AS KS1832'PART OF A CALTRANS NORTH REGION OFFICE OF SURVEYORS GPS HEIGHT KS1832'MODERNIZATION PROJECT. KS1832 KS1832 STATION RECOVERY (2005) KS1832 KS1832'RECOVERY NOTE BY CA DEPT OF WATER RES 2005 (RLJ) KS1832'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 DH6098 *********************************************************************** DH6098 DESIGNATION - MUSTY DH6098 PID - DH6098 DH6098 STATE/COUNTY- CA/BUTTE DH6098 USGS QUAD - PARADISE WEST (1980) DH6098 DH6098 *CURRENT SURVEY CONTROL DH6098 ___________________________________________________________________ DH6098* NAD 83(1998)- 39 50 18.25182(N) 121 42 11.07256(W) ADJUSTED DH6098* NAVD 88 - DH6098 ___________________________________________________________________ DH6098 EPOCH DATE - 2004.69 DH6098 X - -2,577,476.163 (meters) COMP DH6098 Y - -4,172,788.506 (meters) COMP DH6098 Z - 4,064,578.264 (meters) COMP DH6098 LAPLACE CORR- 8.69 (seconds) DEFLEC99 DH6098 ELLIP HEIGHT- 552.20 (meters) (09/13/05) GPS OBS DH6098 GEOID HEIGHT- -26.69 (meters) GEOID03 DH6098 DH6098 HORZ ORDER - A DH6098 ELLP ORDER - FOURTH CLASS I DH6098 DH6098.The horizontal coordinates were established by GPS observations DH6098.and adjusted by the National Geodetic Survey in September 2005. DH6098.This is a SPECIAL STATUS position. See SPECIAL STATUS under the DH6098.DATUM ITEM on the data sheet items page. DH6098.The horizontal coordinates are valid at the epoch date displayed above. DH6098.The epoch date for horizontal control is a decimal equivalence DH6098.of Year/Month/Day. DH6098 DH6098 DH6098.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH6098 DH6098.The Laplace correction was computed from DEFLEC99 derived deflections. DH6098 DH6098.The ellipsoidal height was determined by GPS observations DH6098.and is referenced to NAD 83. DH6098 DH6098.The geoid height was determined by GEOID03. DH6098 DH6098; North East Units Scale Factor Converg. DH6098;SPC CA 2 - 741,125.487 2,025,415.163 MT 1.00000116 +0 11 13.9 DH6098;SPC CA 2 - 2,431,509.20 6,645,049.58 sFT 1.00000116 +0 11 13.9 DH6098;UTM 10 - 4,410,626.454 610,967.306 MT 0.99975159 +0 49 51.3 DH6098 DH6098! - Elev Factor x Scale Factor = Combined Factor DH6098!SPC CA 2 - 0.99991338 x 1.00000116 = 0.99991454 DH6098!UTM 10 - 0.99991338 x 0.99975159 = 0.99966499 DH6098 DH6098 SUPERSEDED SURVEY CONTROL DH6098 DH6098.No superseded survey control is available for this station. DH6098 DH6098_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFK1096710626(NAD 83) DH6098_MARKER: DD = SURVEY DISK DH6098_SETTING: 66 = SET IN ROCK OUTCROP DH6098_STAMPING: MUSTY 2003 DH6098_MARK LOGO: CADT DH6098_MAGNETIC: H = BAR MAGNET SET IN DRILL HOLE DH6098_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD DH6098+STABILITY: POSITION/ELEVATION WELL DH6098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH6098+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003 DH6098 DH6098 HISTORY - Date Condition Report By DH6098 HISTORY - 20031120 MONUMENTED CADT DH6098 DH6098 STATION DESCRIPTION DH6098 DH6098'DESCRIBED BY CALTRANS 2003 (RLM) DH6098'THE STATION IS LOCATED IN BUTTE COUNTY , ABOUT 16.8 KM SOUTHWEST OF DH6098'FOREST RANCH, 13.2 KM WEST OF PARADISE, AND 5.6 KM NORTHEAST OF DH6098'CHICO. DH6098' DH6098'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 99 AND DH6098'STATE HIGHWAY 32 IN CHICO, PROCEED 17.2 KM NORTHERLY ALONG STATE DH6098'HIGHWAY 32 TO THE STATION ON THE RIGHT AT THE TOP OF A CUT BANK AT DH6098'HIGHWAY POST MILE 20.90. DH6098' DH6098'THE STATION IS A 2 1/2 IN CADT BRASS SURVEY DISK GROUTED FLUSH IN THE DH6098'TOP OF AN EXPOSED LAVA FLOW. THE STATION LIES 20 M EAST OF THE DH6098'CENTERLINE OFTHE HIGHWAY,19.3 KM WEST OF A BARBED WIRE R/W FENCE, 2 M DH6098'SOUTH OF A 30 IN REBAR CEMENTED IN THE BEDROCK, 1.5 M EAST OF THE TOP DH6098'OF THE HIGHWAY CUT BANK, AND ABOUT 5 M HIGHER THAN THE HIGHWAY. THIS DH6098'STATION WAS OCCUPIED AS PART OF A CALTRANS NORTH REGION OFFICE OF DH6098'SURVEYORS GPS HEIGHT MODERNIZATION PROJECT. 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 AI4496 *********************************************************************** AI4496 HT_MOD - This is a Height Modernization Survey Station. AI4496 DESIGNATION - ORVB OROVILLE DAM CORS GRM AI4496 PID - AI4496 AI4496 STATE/COUNTY- CA/BUTTE AI4496 USGS QUAD - OROVILLE DAM (1970) AI4496 AI4496 *CURRENT SURVEY CONTROL AI4496 ___________________________________________________________________ AI4496* NAD 83(1998)- 39 33 16.64300(N) 121 30 00.99309(W) ADJUSTED AI4496* NAVD 88 - 368.00 (meters) 1207.3 (feet) GPS OBS AI4496 ___________________________________________________________________ AI4496 EPOCH DATE - 2004.69 AI4496 X - -2,573,121.187 (meters) COMP AI4496 Y - -4,198,906.771 (meters) COMP AI4496 Z - 4,040,198.094 (meters) COMP AI4496 LAPLACE CORR- 5.29 (seconds) DEFLEC99 AI4496 ELLIP HEIGHT- 340.53 (meters) (09/13/05) GPS OBS AI4496 GEOID HEIGHT- -27.28 (meters) GEOID03 AI4496 AI4496 HORZ ORDER - A AI4496 ELLP ORDER - FOURTH CLASS I AI4496 AI4496.ITRF positions are available for this station. AI4496.The horizontal coordinates were established by GPS observations AI4496.and adjusted by the National Geodetic Survey in September 2005. AI4496.This is a SPECIAL STATUS position. See SPECIAL STATUS under the AI4496.DATUM ITEM on the data sheet items page. AI4496.The horizontal coordinates are valid at the epoch date displayed above. AI4496.The epoch date for horizontal control is a decimal equivalence AI4496.of Year/Month/Day. AI4496 AI4496.The orthometric height was determined by GPS observations and a AI4496.high-resolution geoid model using precise GPS observation and AI4496.processing techniques. AI4496 AI4496.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI4496 AI4496.The Laplace correction was computed from DEFLEC99 derived deflections. AI4496 AI4496.The ellipsoidal height was determined by GPS observations AI4496.and is referenced to NAD 83. AI4496 AI4496.The geoid height was determined by GEOID03. AI4496 AI4496; North East Units Scale Factor Converg. AI4496;SPC CA 2 - 709,695.129 2,042,946.879 MT 0.99994825 +0 18 54.2 AI4496;SPC CA 2 - 2,328,391.44 6,702,568.22 sFT 0.99994825 +0 18 54.2 AI4496;UTM 10 - 4,379,400.624 628,846.627 MT 0.99980440 +0 57 18.6 AI4496 AI4496! - Elev Factor x Scale Factor = Combined Factor AI4496!SPC CA 2 - 0.99994658 x 0.99994825 = 0.99989483 AI4496!UTM 10 - 0.99994658 x 0.99980440 = 0.99975099 AI4496 AI4496 SUPERSEDED SURVEY CONTROL AI4496 AI4496 NAD 83(1998)- 39 33 16.64301(N) 121 30 00.99282(W) AD(2004.30) B AI4496 ELLIP H (05/10/05) 340.52 (m) GP(2004.30) 4 1 AI4496 NAD 83(1998)- 39 33 16.64226(N) 121 30 00.99091(W) AD(2000.35) A AI4496 ELLIP H (04/03/01) 340.53 (m) GP(2000.35) 1 1 AI4496 NAD 83(1998)- 39 33 16.64130(N) 121 30 00.99072(W) AD(1998.50) A AI4496 ELLIP H (04/06/00) 340.54 (m) GP(1998.50) 3 1 AI4496 AI4496.Superseded values are not recommended for survey control. AI4496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AI4496.See file dsdata.txt to determine how the superseded data were derived. AI4496 AI4496_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ2884779401(NAD 83) AI4496_MARKER: Z = SEE DESCRIPTION AI4496_SETTING: 0 = UNSPECIFIED SETTING AI4496_MARK LOGO: NONE AI4496_MAGNETIC: N = NO MAGNETIC MATERIAL AI4496_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AI4496+STABILITY: POSITION/ELEVATION WELL AI4496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI4496+SATELLITE: SATELLITE OBSERVATIONS - 1998 AI4496 AI4496 HISTORY - Date Condition Report By AI4496 HISTORY - 1998 MONUMENTED NGS AI4496 AI4496 STATION DESCRIPTION AI4496 AI4496'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 AI4496'THESE COORDINATES ARE FOR THE GEODETIC REFERENCE MARK OF A AI4496'CALIFORNIA CORS. INFORMATION ABOUT THE GRM, ANTENNA TYPE AI4496'AND ANTENNA HEIGHT CAN BE FOUND AT THE SOPAC WEBSITE: AI4496'HTTP://SOPAC.UCSD.EDU/SCRIPTS/SIMPL.CGI 1 National Geodetic Survey, Retrieval Date = OCTOBER 3, 2005 KS1922 *********************************************************************** KS1922 DESIGNATION - P 1430 KS1922 PID - KS1922 KS1922 STATE/COUNTY- CA/BUTTE KS1922 USGS QUAD - NORD (1969) KS1922 KS1922 *CURRENT SURVEY CONTROL KS1922 ___________________________________________________________________ KS1922* NAD 83(1998)- 39 50 25.16146(N) 121 56 26.97751(W) ADJUSTED KS1922* NAVD 88 - 58.684 (meters) 192.53 (feet) ADJUSTED KS1922 ___________________________________________________________________ KS1922 EPOCH DATE - 2004.69 KS1922 X - -2,594,485.143 (meters) COMP KS1922 Y - -4,161,601.799 (meters) COMP KS1922 Z - 4,064,408.012 (meters) COMP KS1922 LAPLACE CORR- 7.01 (seconds) DEFLEC99 KS1922 ELLIP HEIGHT- 31.01 (meters) (09/13/05) GPS OBS KS1922 GEOID HEIGHT- -27.57 (meters) GEOID03 KS1922 DYNAMIC HT - 58.654 (meters) 192.43 (feet) COMP KS1922 MODELED GRAV- 980,123.8 (mgal) NAVD 88 KS1922 KS1922 HORZ ORDER - A KS1922 VERT ORDER - FIRST CLASS II KS1922 ELLP ORDER - FOURTH CLASS I KS1922 KS1922.The horizontal coordinates were established by GPS observations KS1922.and adjusted by the National Geodetic Survey in September 2005. KS1922.This is a SPECIAL STATUS position. See SPECIAL STATUS under the KS1922.DATUM ITEM on the data sheet items page. KS1922.The horizontal coordinates are valid at the epoch date displayed above. KS1922.The epoch date for horizontal control is a decimal equivalence KS1922.of Year/Month/Day. KS1922 KS1922.The orthometric height was determined by differential leveling KS1922.and adjusted by the National Geodetic Survey in June 1991. KS1922 KS1922.The X, Y, and Z were computed from the position and the ellipsoidal ht. KS1922 KS1922.The Laplace correction was computed from DEFLEC99 derived deflections. KS1922 KS1922.The ellipsoidal height was determined by GPS observations KS1922.and is referenced to NAD 83. KS1922 KS1922.The geoid height was determined by GEOID03. KS1922 KS1922.The dynamic height is computed by dividing the NAVD 88 KS1922.geopotential number by the normal gravity value computed on the KS1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 KS1922.degrees latitude (g = 980.6199 gals.). KS1922 KS1922.The modeled gravity was interpolated from observed gravity values. KS1922 KS1922; North East Units Scale Factor Converg. KS1922;SPC CA 2 - 741,298.725 2,005,064.761 MT 1.00000160 +0 02 14.3 KS1922;SPC CA 2 - 2,432,077.57 6,578,283.30 sFT 1.00000160 +0 02 14.3 KS1922;UTM 10 - 4,410,571.492 590,621.856 MT 0.99970110 +0 40 43.0 KS1922 KS1922! - Elev Factor x Scale Factor = Combined Factor KS1922!SPC CA 2 - 0.99999514 x 1.00000160 = 0.99999674 KS1922!UTM 10 - 0.99999514 x 0.99970110 = 0.99969624 KS1922 KS1922 SUPERSEDED SURVEY CONTROL KS1922 KS1922 NAD 83(1998)- 39 50 25.16138(N) 121 56 26.97724(W) AD(2004.30) B KS1922 ELLIP H (05/10/05) 30.91 (m) GP(2004.30) 4 1 KS1922 NAD 83(1992)- 39 50 25.15772(N) 121 56 26.97101(W) AD(1991.35) 1 KS1922 ELLIP H (05/07/98) 31.12 (m) GP(1991.35) 4 1 KS1922 NAVD 88 (05/07/98) 58.68 (m) 192.5 (f) LEVELING 3 KS1922 KS1922.Superseded values are not recommended for survey control. KS1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. KS1922.See file dsdata.txt to determine how the superseded data were derived. KS1922 KS1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEK9062210571(NAD 83) KS1922_MARKER: I = METAL ROD KS1922_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL KS1922+WITH SETTING: INFORMATION. KS1922_SP_SET: METAL ROD DRIVEN INTO GROUND KS1922_STAMPING: P 1430 1988 KS1922_MARK LOGO: NGS KS1922_PROJECTION: FLUSH KS1922_MAGNETIC: N = NO MAGNETIC MATERIAL KS1922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL KS1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR KS1922+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004 KS1922_ROD/PIPE-DEPTH: 1.2 meters KS1922 KS1922 HISTORY - Date Condition Report By KS1922 HISTORY - 1988 MONUMENTED NGS KS1922 HISTORY - 19960129 GOOD CADT KS1922 HISTORY - 19960409 GOOD CADT KS1922 HISTORY - 20030730 GOOD CADT KS1922 HISTORY - 20031010 GOOD FRAME KS1922 HISTORY - 20040322 GOOD CADT KS1922 KS1922 STATION DESCRIPTION KS1922 KS1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 KS1922'14.4 KM (8.95 MI) NORTHWESTERLY ALONG STATE HIGHWAY 99 FROM THE KS1922'JUNCTION OF 1ST AVENUE IN CHICO, A METAL ROD DRIVEN 1.2 METERS KS1922'AND FLUSH WITH THE GROUND, 29.8 M (97.8 FT) SOUTHWEST OF THE KS1922'CENTERLINE OF THE HIGHWAY, 20.3 M (66.6 FT) WEST OF A FENCE CORNER, KS1922'12.3 M (40.4 FT) SOUTH OF THE CENTERLINE OF CANA HIGHWAY, 9.3 M KS1922'(30.5 FT) EAST OF THE CENTER OF A FIELD ENTRANCE AND GATE, 0.3 M KS1922'(1.0 FT) NORTH OF A WITNESS POST AND FENCE, AND LEVEL WITH THE KS1922'HIGHWAY. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO KS1922'CAP. KS1922 KS1922 STATION RECOVERY (1996) KS1922 KS1922'RECOVERY NOTE BY CALTRANS 1996 (JRL) KS1922'THE STATION WAS RECOVERED WITH THE FOLLOWING ADDITION. THE STATION KS1922'WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. KS1922 KS1922 STATION RECOVERY (1996) KS1922 KS1922'RECOVERY NOTE BY CALTRANS 1996 (PTD) KS1922'RECOVERED AS DESCRIBED. KS1922 KS1922 STATION RECOVERY (2003) KS1922 KS1922'RECOVERY NOTE BY CALTRANS 2003 (RLM) KS1922'THE STATION WAS RECOVERED AS DESCRIBED. IT IS A STAINLESS STEEL ROD KS1922'1.2 M DEEP. THIS STATION WAS OCCUPIED AS PART OF A CALTRANS NORTH KS1922'REGION OFFICE OF SURVEYORS GPS HEIGHT MODERNIZATION PROJECT. KS1922 KS1922 STATION RECOVERY (2003) KS1922 KS1922'RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2003 (JHF) KS1922'THE STATION IS LOCATED ABOUT 9 MI NORTHWEST OF CHICO. KS1922' KS1922'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 99 AND KS1922'EATON ROAD, ABOUT 3 MI NORTHWEST OF CHICO, GO NORTHWEST ON HIGHWAY 99 KS1922'FOR 5.9 MI TO A SIDE ROAD LEFT, CANA ROAD. TURN LEFT AND GO WEST ON KS1922'CANA ROAD FOR ABOUT 100 FT TO THE STATION ON THE LEFT IN THE SOUTHWEST KS1922'QUADRANT OF THE INTERSECTION. KS1922' KS1922'THE STATION IS A STAINLESS STEEL ROD SET INSIDE A PVC PIPE BELOW AN KS1922'ALUMINUM ACCESS COVER. THE STATION IS 97.8 FT SOUTHWEST OF THE KS1922'CENTERLINE OF HIGHWAY 99, 66.6 FT WEST OF A FENCE CORNER, 40.4 FT KS1922'SOUTH OF THE CENTERLINE OF CANA ROAD, 30.5 FT EAST OF THE CENTER OF A KS1922'FIELD ENTRANCE AND GATE AND 1.0 FT NORTH OF A WITNESS POST AND FENCE. KS1922 KS1922 STATION RECOVERY (2004) KS1922 KS1922'RECOVERY NOTE BY CALTRANS 2004 (RLM) KS1922'RECOVERED IN GOOD CONDITION.