1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EW4752 *********************************************************************** EW4752 DESIGNATION - 39 2 V CO EW4752 PID - EW4752 EW4752 STATE/COUNTY- CA/VENTURA EW4752 USGS QUAD - FILLMORE (1951) EW4752 EW4752 *CURRENT SURVEY CONTROL EW4752 ___________________________________________________________________ EW4752* NAD 83(1986)- 34 22 54. (N) 118 59 12. (W) SCALED EW4752* NAVD 88 - 145.83 (+/-2cm) 478.4 (feet) VERTCON EW4752 ___________________________________________________________________ EW4752 GEOID HEIGHT- -34.86 (meters) GEOID99 EW4752 EW4752 VERT ORDER - FIRST CLASS I (See Below) EW4752 EW4752.The horizontal coordinates were scaled from a topographic map and have EW4752.an estimated accuracy of +/- 6 seconds. EW4752 EW4752.The NAVD 88 height was computed by applying the VERTCON shift value to EW4752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW4752.The vertical order pertains to the superseded datum. EW4752 EW4752.The geoid height was determined by GEOID99. EW4752 EW4752; North East Units Estimated Accuracy EW4752;SPC CA 5 - 598,240. 1,909,260. MT (+/- 180 meters Scaled) EW4752 EW4752 SUPERSEDED SURVEY CONTROL EW4752 EW4752 NGVD 29 - 145.036 (m) 475.84 (f) ADJ UNCH 1 1 EW4752 EW4752.Superseded values are not recommended for survey control. EW4752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW4752.See file dsdata.txt to determine how the superseded data were derived. EW4752 EW4752_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLU173062(NAD 83) EW4752_MARKER: DD = SURVEY DISK EW4752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EW4752_STAMPING: 39-2 1965 EW4752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EW4752+STABILITY: SURFACE MOTION EW4752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW4752+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003 EW4752 EW4752 HISTORY - Date Condition Report By EW4752 HISTORY - 1965 MONUMENTED CA-111 EW4752 HISTORY - 20030710 GOOD GEOCAC EW4752 EW4752 STATION DESCRIPTION EW4752 EW4752'DESCRIBED BY VENTURA COUNTY CALIFORNIA 1965 EW4752'AT FILLMORE. EW4752'ON THE NORTHERLY SIDE OF SYCAMORE RD, 0.25 OF A MILE EW4752'NORTHEASTERLY ALONG SYCAMORE RD FROM THE INTERSECTION STATE EW4752'HWY 126, 3.5 FT NORTHERLY FROM POWER POLE 88581E, 19.5 FT EW4752'NORTHWESTERLY FROM THE CENTER OF SYCAMORE RD, 130 FT EASTERLY EW4752'FROM THE CENTER 10-FOOT DIRT ROAD, 130 FT EASTERLY FROM A 40 EW4752'IN PINE TREE, A BRASS CAP MONUMENT SET IN CONCRETE, FLUSH, WITH EW4752'A METAL GUARD POST 1 FOOT NORTHERLY. EW4752 EW4752 STATION RECOVERY (2003) EW4752 EW4752'RECOVERY NOTE BY GEOCACHING 2003 (JBC) EW4752'RECOVERED IN GOOD CONDITION, UNDER AN INCH OR SO OF SOIL. GUARD POST EW4752'WAS TORN OFF, BUT IN AREA. IT WAS PUT NEXT TO UNCOVERED DISK, ON EW4752'GROUND. CORRECTIONS TO DESCRIPTION. PINE TREE IS NO LONGER THERE, AS EW4752'IT WAS REMOVED TO MAKE ROOM FOR CITRUS ORCHARDS. POWER POLE ID IS EW4752'ACTUALLY 88561E. ALL OTHER ASPECTS OF THE DESCRIPTION, AS WELL AS TO EW4752'REACH, HOLD. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EW6085 *********************************************************************** EW6085 TIDAL BM - This is a Tidal Bench Mark. EW6085 DESIGNATION - 941 1065 TIDAL 8 EW6085 PID - EW6085 EW6085 STATE/COUNTY- CA/VENTURA EW6085 USGS QUAD - OXNARD (1967) EW6085 EW6085 *CURRENT SURVEY CONTROL EW6085 ___________________________________________________________________ EW6085* NAD 83(1986)- 34 09 00. (N) 119 11 47. (W) SCALED EW6085* NAVD 88 - 5.568 (meters) 18.27 (feet) ADJUSTED EW6085 ___________________________________________________________________ EW6085 GEOID HEIGHT- -36.15 (meters) GEOID99 EW6085 DYNAMIC HT - 5.562 (meters) 18.25 (feet) COMP EW6085 MODELED GRAV- 979,629.8 (mgal) NAVD 88 EW6085 EW6085 VERT ORDER - FIRST CLASS II EW6085 EW6085.The horizontal coordinates were scaled from a topographic map and have EW6085.an estimated accuracy of +/- 6 seconds. EW6085 EW6085.The orthometric height was determined by differential leveling EW6085.and adjusted by the National Geodetic Survey in June 1991. EW6085 EW6085.This Tidal Bench Mark is designated as VM 8037 EW6085.by the Center for Operational Oceanographic Products and Services. EW6085 EW6085.The geoid height was determined by GEOID99. EW6085 EW6085.The dynamic height is computed by dividing the NAVD 88 EW6085.geopotential number by the normal gravity value computed on the EW6085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW6085.degrees latitude (g = 980.6199 gals.). EW6085 EW6085.The modeled gravity was interpolated from observed gravity values. EW6085 EW6085; North East Units Estimated Accuracy EW6085;SPC CA 5 - 572,760. 1,889,670. MT (+/- 180 meters Scaled) EW6085 EW6085 SUPERSEDED SURVEY CONTROL EW6085 EW6085 NGVD 29 - 4.833 (m) 15.86 (f) ADJ UNCH 1 2 EW6085 EW6085.Superseded values are not recommended for survey control. EW6085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW6085.See file dsdata.txt to determine how the superseded data were derived. EW6085 EW6085_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT975809(NAD 83) EW6085_MARKER: DJ = TIDAL STATION DISK EW6085_SETTING: 34 = WALL EW6085_STAMPING: NO 8 1949 EW6085_MARK LOGO: CGS EW6085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO EW6085+STABILITY: SURFACE MOTION EW6085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EW6085+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1989 EW6085 EW6085 HISTORY - Date Condition Report By EW6085 HISTORY - 1949 MONUMENTED CGS EW6085 HISTORY - 1965 GOOD NGS EW6085 HISTORY - 19890515 GOOD NGS EW6085 HISTORY - 20030702 MARK NOT FOUND INDIV EW6085 EW6085 STATION DESCRIPTION EW6085 EW6085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 EW6085'IN PORT HUENEME. EW6085'THE MARK IS LOCATED AT THE PORT HUENEME GRAMMER SCHOOL, IN THE EW6085'TOP OF A CONCRETE WALL ALONG THE SOUTH SIDE OF THE SCHOOL, EW6085'33-1/2 FEET NORTH OF A SIDEWALK, 21 FEET SOUTHWEST OF THE EW6085'SOUTHWEST ONE OF TWO PALM TREES, 7.8 FEET EAST OF THE WEST END EW6085'OF THE WALL. THE MARK IS CEMENTED IN A DRILL HOLE IN THE TOP EW6085'OF THE WALL AND 4.1 FEET ABOVE THE GROUND LEVEL. EW6085 EW6085 STATION RECOVERY (1989) EW6085 EW6085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 EW6085'RECOVERED IN GOOD CONDITION. EW6085 EW6085 STATION RECOVERY (2003) EW6085 EW6085'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JM) EW6085'MARK WAS TRACKED WITH GPS TO THE DESCRIBED LOCATION. THE CONCRETE WALL EW6085'WHERE THE MARK WAS SET HAS BEEN REMOVED. REMAINS OF THE WALL EXIST AT EW6085'THE LOCATION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EW9535 *********************************************************************** EW9535 DESIGNATION - E 1442 EW9535 PID - EW9535 EW9535 STATE/COUNTY- CA/VENTURA EW9535 USGS QUAD - OXNARD (1967) EW9535 EW9535 *CURRENT SURVEY CONTROL EW9535 ___________________________________________________________________ EW9535* NAD 83(1986)- 34 08 51. (N) 119 11 10. (W) SCALED EW9535* NAVD 88 - 3.992 (meters) 13.10 (feet) ADJUSTED EW9535 ___________________________________________________________________ EW9535 GEOID HEIGHT- -36.13 (meters) GEOID99 EW9535 DYNAMIC HT - 3.988 (meters) 13.08 (feet) COMP EW9535 MODELED GRAV- 979,632.4 (mgal) NAVD 88 EW9535 EW9535 VERT ORDER - FIRST CLASS II EW9535 EW9535.The horizontal coordinates were scaled from a topographic map and have EW9535.an estimated accuracy of +/- 6 seconds. EW9535 EW9535.The orthometric height was determined by differential leveling EW9535.and adjusted by the National Geodetic Survey in June 1991. EW9535 EW9535.The geoid height was determined by GEOID99. EW9535 EW9535.The dynamic height is computed by dividing the NAVD 88 EW9535.geopotential number by the normal gravity value computed on the EW9535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW9535.degrees latitude (g = 980.6199 gals.). EW9535 EW9535.The modeled gravity was interpolated from observed gravity values. EW9535 EW9535; North East Units Estimated Accuracy EW9535;SPC CA 5 - 572,470. 1,890,620. MT (+/- 180 meters Scaled) EW9535 EW9535 SUPERSEDED SURVEY CONTROL EW9535 EW9535.No superseded survey control is available for this station. EW9535 EW9535_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT984806(NAD 83) EW9535_MARKER: I = METAL ROD EW9535_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) EW9535_STAMPING: E 1442 1989 EW9535_MARK LOGO: NGS EW9535_PROJECTION: FLUSH EW9535_MAGNETIC: I = MARKER IS A STEEL ROD EW9535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EW9535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW9535+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003 EW9535_ROD/PIPE-DEPTH: 18.3 meters EW9535 EW9535 HISTORY - Date Condition Report By EW9535 HISTORY - 1989 MONUMENTED NGS EW9535 HISTORY - 20030702 GOOD INDIV EW9535 EW9535 STATION DESCRIPTION EW9535 EW9535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 EW9535'IN OXNARD, AT THE INTERSECTION OF J STREET AND HUENEME ROAD, 12.3 M EW9535'(40.4 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE ROAD, EW9535'9.8 M (32.2 FT) EAST OF THE CENTER OF THE SOUTHBOUND LANES OF THE EW9535'STREET, 4.6 M (15.1 FT) NORTH OF A FENCE CORNER, 0.3 M (1.0 FT) WEST EW9535'OF A FENCE, AND 0.25 M (0.8 FT) BELOW THE LEVEL OF THE STREET. EW9535'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. EW9535 EW9535 STATION RECOVERY (2003) EW9535 EW9535'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JM) EW9535'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EW6088 *********************************************************************** EW6088 DESIGNATION - K 1099 EW6088 PID - EW6088 EW6088 STATE/COUNTY- CA/VENTURA EW6088 USGS QUAD - OXNARD (1967) EW6088 EW6088 *CURRENT SURVEY CONTROL EW6088 ___________________________________________________________________ EW6088* NAD 83(1986)- 34 08 51. (N) 119 11 26. (W) SCALED EW6088* NAVD 88 - 2.81 (+/-2cm) 9.2 (feet) VERTCON EW6088 ___________________________________________________________________ EW6088 GEOID HEIGHT- -36.14 (meters) GEOID99 EW6088 EW6088 VERT ORDER - FIRST CLASS I (See Below) EW6088 EW6088.The horizontal coordinates were scaled from a topographic map and have EW6088.an estimated accuracy of +/- 6 seconds. EW6088 EW6088.The NAVD 88 height was computed by applying the VERTCON shift value to EW6088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW6088.The vertical order pertains to the superseded datum. EW6088 EW6088.The geoid height was determined by GEOID99. EW6088 EW6088; North East Units Estimated Accuracy EW6088;SPC CA 5 - 572,480. 1,890,210. MT (+/- 180 meters Scaled) EW6088 EW6088 SUPERSEDED SURVEY CONTROL EW6088 EW6088 NGVD 29 - 2.077 (m) 6.81 (f) ADJ UNCH 1 1 EW6088 EW6088.Superseded values are not recommended for survey control. EW6088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW6088.See file dsdata.txt to determine how the superseded data were derived. EW6088 EW6088_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT980806(NAD 83) EW6088_MARKER: DB = BENCH MARK DISK EW6088_SETTING: 36 = BRIDGE EW6088_STAMPING: K 1099 1968 EW6088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EW6088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EW6088+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2003 EW6088 EW6088 HISTORY - Date Condition Report By EW6088 HISTORY - 1968 MONUMENTED CGS EW6088 HISTORY - 1964 GOOD NGS EW6088 HISTORY - 20030702 GOOD INDIV EW6088 EW6088 STATION DESCRIPTION EW6088 EW6088'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 EW6088'0.5 MI E FROM PORT HUENEME. EW6088'0.5 MILE EAST ALONG HUENEME ROAD FROM THE POST OFFICE AT PORT EW6088'HUENEME, AT THE JUNCTION OF WILLARD WAY, IN THE TOP AND 3.4 FEET EW6088'WEST OF THE EAST END OF THE SOUTH CONCRETE CURB OF A BRIDGE EW6088'OVER A DITCH, 1.4 FEET SOUTH OF THE SOUTH CURB OF THE ROAD, 44 EW6088'FEET WEST OF THE WEST CURB OF THE WAY, 1.4 FEET EAST OF A EW6088'GUARDRAIL POST, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD. EW6088 EW6088 STATION RECOVERY (1964) EW6088 EW6088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 EW6088'RECOVERED IN GOOD CONDITION. EW6088 EW6088 STATION RECOVERY (2003) EW6088 EW6088'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JM) EW6088'RECOVERED AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EW5323 *********************************************************************** EW5323 DESIGNATION - M 173 EW5323 PID - EW5323 EW5323 STATE/COUNTY- CA/VENTURA EW5323 USGS QUAD - OJAI (1988) EW5323 EW5323 *CURRENT SURVEY CONTROL EW5323 ___________________________________________________________________ EW5323* NAD 83(1986)- 34 26 52. (N) 119 14 44. (W) SCALED EW5323* NAVD 88 - 228.090 (meters) 748.33 (feet) READJUSTED EW5323 ___________________________________________________________________ EW5323 GEOID HEIGHT- -34.36 (meters) GEOID99 EW5323 DYNAMIC HT - 227.850 (meters) 747.54 (feet) COMP EW5323 MODELED GRAV- 979,568.0 (mgal) NAVD 88 EW5323 EW5323 VERT ORDER - * READJUSTED, Code NC , SEE BELOW EW5323 EW5323.The horizontal coordinates were scaled from a topographic map and have EW5323.an estimated accuracy of +/- 6 seconds. EW5323 EW5323.The orthometric height was determined by differential leveling EW5323.and adjusted by the National Geodetic Survey in February 1993. EW5323.No vertical observational check was made to the station. EW5323.* This is a READJUSTED BENCH MARK height. Code NC indicates the bench EW5323.mark was located on a no-check spur therefore a value was not computed. EW5323.The height was derived from older observations constrained to new EW5323.heights in a crustal motion area. The height is approximate in EW5323.relation to other heights in its vicinity. EW5323 EW5323.The geoid height was determined by GEOID99. EW5323 EW5323.The dynamic height is computed by dividing the NAVD 88 EW5323.geopotential number by the normal gravity value computed on the EW5323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW5323.degrees latitude (g = 980.6199 gals.). EW5323 EW5323.The modeled gravity was interpolated from observed gravity values. EW5323 EW5323; North East Units Estimated Accuracy EW5323;SPC CA 5 - 605,840. 1,885,550. MT (+/- 180 meters Scaled) EW5323 EW5323 SUPERSEDED SURVEY CONTROL EW5323 EW5323 NGVD 29 - 227.319 (m) 745.80 (f) ADJ UNCH 1 1 EW5323 EW5323.Superseded values are not recommended for survey control. EW5323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW5323.See file dsdata.txt to determine how the superseded data were derived. EW5323 EW5323_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU937140(NAD 83) EW5323_MARKER: DB = BENCH MARK DISK EW5323_SETTING: 30 = WALL EW5323_STAMPING: M 173 1934 EW5323_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY EW5323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW5323+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2003 EW5323 EW5323 HISTORY - Date Condition Report By EW5323 HISTORY - 1934 MONUMENTED CGS EW5323 HISTORY - 1968 GOOD NGS EW5323 HISTORY - 1969 GOOD NGS EW5323 HISTORY - 1977 GOOD NGS EW5323 HISTORY - 20030629 GOOD GEOCAC EW5323 EW5323 STATION DESCRIPTION EW5323 EW5323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 EW5323'AT OJAI. EW5323'AT OJAI, AT THE SOUTHEAST CORNER OF THE INTERSECTION OF STATE EW5323'HIGHWAY 150 (OJAI AVENUE) AND SIGNAL STREET, SET VERTICALLY IN EW5323'THE WEST FACE OF THE WEST CONCRETE WALL OF THE POST OFFICE, 42 EW5323'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 24 1/2 FEET EAST EW5323'OF THE CENTER LINE OF THE STREET, 1.0 FOOT SOUTH OF THE NORTHWEST EW5323'CORNER OF THE BUILDING, ABOUT 1/2 FOOT HIGHER THAN THE STREET, EW5323'AND 0.8 FOOT HIGHER THAN THE SIDEWALK. EW5323 EW5323 STATION RECOVERY (1969) EW5323 EW5323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 EW5323'RECOVERED IN GOOD CONDITION. EW5323 EW5323 STATION RECOVERY (1977) EW5323 EW5323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 EW5323'RECOVERED IN GOOD CONDITION. EW5323 EW5323 STATION RECOVERY (2003) EW5323 EW5323'RECOVERY NOTE BY GEOCACHING 2003 (JBC) EW5323'CORRECTION TO 1968 DESCRIPTION. IT IS ABOUT TWO FEET SOUTH OF THE NW EW5323'CORNER OF THE BUILDING, ABOUT ONE FOOT ABOVE THE SIDEWALK, AND ABOUT EW5323'1.5 FEET ABOVE THE STREET. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 EW6815 *********************************************************************** EW6815 DESIGNATION - R 1293 EW6815 PID - EW6815 EW6815 STATE/COUNTY- CA/VENTURA EW6815 USGS QUAD - OXNARD (1967) EW6815 EW6815 *CURRENT SURVEY CONTROL EW6815 ___________________________________________________________________ EW6815* NAD 83(1986)- 34 08 50. (N) 119 10 28. (W) SCALED EW6815* NAVD 88 - 3.604 (meters) 11.82 (feet) ADJUSTED EW6815 ___________________________________________________________________ EW6815 GEOID HEIGHT- -36.10 (meters) GEOID99 EW6815 DYNAMIC HT - 3.600 (meters) 11.81 (feet) COMP EW6815 MODELED GRAV- 979,634.5 (mgal) NAVD 88 EW6815 EW6815 VERT ORDER - FIRST CLASS I EW6815 EW6815.The horizontal coordinates were scaled from a topographic map and have EW6815.an estimated accuracy of +/- 6 seconds. EW6815 EW6815.The orthometric height was determined by differential leveling EW6815.and adjusted by the National Geodetic Survey in June 1991. EW6815.WARNING-Repeat measurements at this control monument indicate possible EW6815.vertical movement. EW6815 EW6815.The geoid height was determined by GEOID99. EW6815 EW6815.The dynamic height is computed by dividing the NAVD 88 EW6815.geopotential number by the normal gravity value computed on the EW6815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW6815.degrees latitude (g = 980.6199 gals.). EW6815 EW6815.The modeled gravity was interpolated from observed gravity values. EW6815 EW6815; North East Units Estimated Accuracy EW6815;SPC CA 5 - 572,430. 1,891,690. MT (+/- 180 meters Scaled) EW6815 EW6815 SUPERSEDED SURVEY CONTROL EW6815 EW6815 NGVD 29 - 2.856 (m) 9.37 (f) ADJ UNCH 1 1 EW6815 EW6815.Superseded values are not recommended for survey control. EW6815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW6815.See file dsdata.txt to determine how the superseded data were derived. EW6815 EW6815_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT995806(NAD 83) EW6815_MARKER: DV = VERTICAL CONTROL DISK EW6815_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) EW6815_STAMPING: R 1293 1977 EW6815_MARK LOGO: NGS EW6815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL EW6815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EW6815+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1989 EW6815 EW6815 HISTORY - Date Condition Report By EW6815 HISTORY - 1977 MONUMENTED NGS EW6815 HISTORY - 19890509 GOOD NGS EW6815 HISTORY - 20030702 POOR INDIV EW6815 EW6815 STATION DESCRIPTION EW6815 EW6815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 EW6815'1.5 MI EAST FROM PORT HUENEME. EW6815'0.8 MILE EAST ALONG PLEASANT VALLEY ROAD FROM THE POST OFFICE AT EW6815'PORT HUENEME,THENCE 0.5 MILE SOUTH ALONG SAVIERS ROAD, THENCE 0.2 MILE EW6815'EAST ALONG HUENEME ROAD, AT THE CROSSING OF THE VENTURA COUNTY RAILWAY EW6815'27 FT. SOUTH OF THE CENTER LINE OF HUENEME ROAD, 12 FT. SOUTHEAST OF EW6815'THE SOUTHEAST RAIL, 110 FT. WEST OF THE WEST END OF THE SOUTH CONCRETE EW6815'CURB OF A BRIDGE OVER A VENTURA COUNTY FLOOD CONTROL DITCH, 6.0 FT. EW6815'SOUTHWEST OF A RAILROAD SIGNAL, DISK IS 0.5 FT. BELOW THE GROUND, EW6815'ACCESS TO WHICH IS HAD THROUGH A 4-INCH PLASTIC SCREW PLUG FLUSH EW6815'WITH THE GROUND. EW6815 EW6815 STATION RECOVERY (1989) EW6815 EW6815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 EW6815'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. ADD--0.5 M EW6815'(1.6 FT) NORTH OF A WITNESS POST, AND LEVEL WITH THE ROAD. EW6815 EW6815 STATION RECOVERY (2003) EW6815 EW6815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JM) EW6815'RECOVERED AS DESCRIBED, HOWEVER STABILITY IS DOUBTFUL AS THE BRASS EW6815'DISK SETTLES WITH HAND PRESSURE. ADJACENT ROAD IS HEAVILY TRANSITTED.