1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EW5560 *********************************************************************** EW5560 DESIGNATION - GAGING STATION USGS EW5560 PID - EW5560 EW5560 STATE/COUNTY- CA/VENTURA EW5560 USGS QUAD - WHEELER SPRINGS (1991) EW5560 EW5560 *CURRENT SURVEY CONTROL EW5560 ___________________________________________________________________ EW5560* NAD 83(1986)- 34 34 41. (N) 119 15 29. (W) SCALED EW5560* NAVD 88 - 1076.534 (meters) 3531.93 (feet) READJUSTED EW5560 ___________________________________________________________________ EW5560 GEOID HEIGHT- -32.65 (meters) GEOID03 EW5560 DYNAMIC HT - 1075.250 (meters) 3527.72 (feet) COMP EW5560 MODELED GRAV- 979,406.4 (mgal) NAVD 88 EW5560 EW5560 VERT ORDER - * READJUSTED, Code A , SEE BELOW EW5560 EW5560.The horizontal coordinates were scaled from a topographic map and have EW5560.an estimated accuracy of +/- 6 seconds. EW5560 EW5560.The orthometric height was determined by differential leveling EW5560.and adjusted by the National Geodetic Survey in February 1993. EW5560.* This is a READJUSTED BENCH MARK height. Code A indicates a EW5560.distribution rate of 0.0 thru 1.0 mm/km. EW5560.The height was derived from older observations constrained to new EW5560.heights in a crustal motion area. The height is approximate in EW5560.relation to other heights in its vicinity. EW5560 EW5560.The geoid height was determined by GEOID03. EW5560 EW5560.The dynamic height is computed by dividing the NAVD 88 EW5560.geopotential number by the normal gravity value computed on the EW5560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 EW5560.degrees latitude (g = 980.6199 gals.). EW5560 EW5560.The modeled gravity was interpolated from observed gravity values. EW5560 EW5560; North East Units Estimated Accuracy EW5560;SPC CA 5 - 620,310. 1,884,580. MT (+/- 180 meters Scaled) EW5560 EW5560 SUPERSEDED SURVEY CONTROL EW5560 EW5560 NGVD 29 (??/??/92) 1075.672 (m) 3529.10 (f) ADJ UNCH 1 1 EW5560 EW5560.Superseded values are not recommended for survey control. EW5560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW5560.See file dsdata.txt to determine how the superseded data were derived. EW5560 EW5560_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU928285(NAD 83) EW5560_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION EW5560_SETTING: 66 = SET IN ROCK OUTCROP EW5560_SP_SET: OUTCROP EW5560_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD EW5560+STABILITY: POSITION/ELEVATION WELL EW5560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR EW5560+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2005 EW5560 EW5560 HISTORY - Date Condition Report By EW5560 HISTORY - UNK MONUMENTED USGS EW5560 HISTORY - 1968 GOOD NGS EW5560 HISTORY - 1977 GOOD NGS EW5560 HISTORY - 20050625 GOOD GEOCAC EW5560 EW5560 STATION DESCRIPTION EW5560 EW5560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 EW5560'21.2 MI N FROM OJAI. EW5560'0.95 MILE SOUTHWEST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE EW5560'AT OJAI, THENCE 20.2 MILES NORTH ALONG STATE HIGHWAY 33, ACROSS EW5560'SESPE CREEK FROM THE U.S. GEOLOGICAL GAGING STATION SILO, IN THE EW5560'TOP OF A LEDGE OF AN OUTCROP, 21 FEET NORTHEAST OF THE CENTER EW5560'LINE OF THE HIGHWAY, 130/6 FEET SOUTHEAST OF THE SOUTHEAST END EW5560'OF THE NORTHEAST HEAD WALL OF CULVERT 31.28, 60 1/2 FEET NORTH EW5560'AND ACROSS THE HIGHWAY FROM THE CENTER OF THE CONCRETE FOUNDATION EW5560'OF A CABLE ANCHOR FOR ACCESS CAR TO THE GAGE, AND ABOUT 2 1/2 EW5560'FEET HIGHER THAN THE HIGHWAY. A USGS GAGING STATION DISK. EW5560 EW5560 STATION RECOVERY (1977) EW5560 EW5560'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 EW5560'RECOVERED IN GOOD CONDITION. EW5560 EW5560 STATION RECOVERY (2005) EW5560 EW5560'RECOVERY NOTE BY GEOCACHING 2005 (JBC) EW5560'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 1, 2005 EW7695 *********************************************************************** EW7695 DESIGNATION - ORTEGA EW7695 PID - EW7695 EW7695 STATE/COUNTY- CA/VENTURA EW7695 USGS QUAD - WHEELER SPRINGS (1991) EW7695 EW7695 *CURRENT SURVEY CONTROL EW7695 ___________________________________________________________________ EW7695* NAD 83(1992)- 34 35 29.14962(N) 119 17 36.08076(W) ADJUSTED EW7695* NAVD 88 - 1216.4 (meters) 3991. (feet) VERTCON EW7695 ___________________________________________________________________ EW7695 EPOCH DATE - 1991.35 EW7695 LAPLACE CORR- 2.02 (seconds) DEFLEC99 EW7695 GEOID HEIGHT- -32.58 (meters) GEOID03 EW7695 EW7695 HORZ ORDER - SECOND EW7695 EW7695.The horizontal coordinates were established by classical geodetic methods EW7695.and adjusted by the National Geodetic Survey in June 1996. EW7695.The horizontal coordinates are valid at the epoch date displayed above. EW7695.The epoch date for horizontal control is a decimal equivalence EW7695.of Year/Month/Day. EW7695 EW7695.The NAVD 88 height was computed by applying the VERTCON shift value to EW7695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) EW7695 EW7695.The Laplace correction was computed from DEFLEC99 derived deflections. EW7695 EW7695.The geoid height was determined by GEOID03. EW7695 EW7695; North East Units Scale Factor Converg. EW7695;SPC CA 5 - 621,829.754 1,881,360.116 MT 0.99992599 -0 44 14.0 EW7695;SPC CA 5 - 2,040,119.78 6,172,428.98 sFT 0.99992599 -0 44 14.0 EW7695;UTM 11 - 3,830,126.272 289,672.494 MT 1.00014529 -1 18 08.9 EW7695 EW7695! - Elev Factor x Scale Factor = Combined Factor EW7695!SPC CA 5 - 0.99981421 x 0.99992599 = 0.99974021 EW7695!UTM 11 - 0.99981421 x 1.00014529 = 0.99995947 EW7695 EW7695: Primary Azimuth Mark Grid Az EW7695:SPC CA 5 - ROCKY SADDLE 110 15 50.3 EW7695:UTM 11 - ROCKY SADDLE 110 49 45.2 EW7695 EW7695|---------------------------------------------------------------------| EW7695| PID Reference Object Distance Geod. Az | EW7695| dddmmss.s | EW7695| CC2330 ORTEGA RM 1 4.404 METERS 05251 | EW7695| EW7685 ROCKY SADDLE APPROX. 4.3 KM 1093136.3 | EW7695| CC2331 ORTEGA RM 2 5.704 METERS 15234 | EW7695|---------------------------------------------------------------------| EW7695 EW7695 SUPERSEDED SURVEY CONTROL EW7695 EW7695 NAD 83(1986)- 34 35 29.15286(N) 119 17 36.07509(W) AD(1984.00) 2 EW7695 NAD 27 - 34 35 29.19916(N) 119 17 32.65983(W) AD( ) 2 EW7695 NGVD 29 (07/19/86) 1215.5 (m) 3988. (f) VERT ANG EW7695 EW7695.Superseded values are not recommended for survey control. EW7695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. EW7695.See file dsdata.txt to determine how the superseded data were derived. EW7695 EW7695_U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU8967230126(NAD 83) EW7695_MARKER: DD = SURVEY DISK EW7695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT EW7695_SP_SET: TOP OF SQUARE CONCRETE MONUMENT EW7695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR EW7695+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2005 EW7695 EW7695 HISTORY - Date Condition Report By EW7695 HISTORY - 1972 MONUMENTED CADH EW7695 HISTORY - 20050625 GOOD GEOCAC EW7695 EW7695 STATION DESCRIPTION EW7695 EW7695'DESCRIBED BY CA DIV OF HIGHWAYS 1972 (ARA) EW7695'THE STATION IS LOCATED ABOUT 9.8 MILES AIRLINE NORTH NORTHWEST EW7695'OF THE CITY OF OJAI AND ABOUT 2.0 MILES EASTERLY OF THE FELT EW7695'RANCH ON A SMALL HILL AT THE SOUTH END OF A LONG STATE HIGHWAY EW7695'33 CUTBANK. EW7695' EW7695'TO REACH THE STATION FROM THE Y INTERSECTION OF STATE HIGHWAYS EW7695'33 AND 150 IN THE CITY OF OJAI, PROCEED NORTHWESTERLY ON EW7695'STATE HIGHWAY 33 (MARICOPA HIGHWAY) FOR 23.2 MILES TO THE EW7695'MUNSON CANYON BRIDGE (VEN 33 POST MILE 33.80). CROSS THE EW7695'BRIDGE AND CONTINUE ON STATE HIGHWAY 33 0.1 MILE TO A DIRT EW7695'ROAD ON THE RIGHT. TURN RIGHT, NORTH, ONTO THE ASCENDING EW7695'DIRT ROAD AND PROCEED 0.1 MILE TO THE END OF THE ROAD AND EW7695'THE STATION. EW7695' EW7695'STATION MARKS ARE STANDARD CALIFORNIA DIVISION OF HIGHWAYS EW7695'(CDH) DISKS STAMPED ORTEGA 1972. THE SURFACE DISK IS SET IN EW7695'THE TOP OF A 14-INCH CONCRETE MONUMENT WHICH PROJECTS 3 INCHES EW7695'ABOVE THE GROUND SURFACE. THE UNDERGROUND DISK IS SET IN EW7695'CONCRETE 4.5 FEET BELOW THE SURFACE OF THE GROUND. EW7695' EW7695'REFERENCE MARK 1, A STANDARD CDH DISK STAMPED ORTEGA R.M. 1 EW7695'1972, IS SET IN THE TOP OF A 13-INCH CONCRETE MONUMENT WHICH EW7695'PROJECTS 7 INCHES ABOVE THE GROUND SURFACE. EW7695' EW7695'REFERENCE MARK 2, A STANDARD CDH DISK STAMPED ORTEGA R.M. 2 EW7695'1972, IS SET IN THE TOP OF A 15-INCH CONCRETE MONUMENT WHICH EW7695'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE. EW7695' EW7695'HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS. EW7695 EW7695 STATION RECOVERY (2005) EW7695 EW7695'RECOVERY NOTE BY GEOCACHING 2005 (JBC) EW7695'THE DIRT ROAD OF 1972 IS NOT DRIVEABLE. PARK ACROSS THE HIGHWAY FROM EW7695'THE EAST END OF THE CUT IN THE WIDE PULL-OUT. THE HIKE UP THE REMAINS EW7695'OF THE ROAD TAKES ABOUT FIVE MINUTES. THE STATION AND BOTH REFERENCE EW7695'MARKS EACH HAVE A FIVE-FOOT HIGH, METAL WITNESS POST, SANS SIGN. A EW7695'LARGE CHAMISE BUSH HAS GROWN OVER THE STATION, SO A SAW WILL BE NEEDED EW7695'TO CUT DOWN THE BUSH BEFORE IT CAN BE USED.