Benchmark file generated by bmgpxbmgpx by Ron Parkerbmgpx@parkrrrr.comDZ0929020 J 04http://www.geocaching.com/mark/details.asp?PID=DZ0929020 J 04GeocacheGeocache020 J 04CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>020 J 04</h1> <b> PID </b> DZ0929 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> TRANQUILLON MTN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 36 45. (N) 120 37 00. (W) SCALED <br> <b> NAVD 88 </b> 215.92 (+/-2cm) 708.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.09 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 626,530. </td><td> 1,760,050. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 215.145 (m) 705.85 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD185326(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE PAD <br>STAMPING: 020J04 1964 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1964 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1964 AT POINT ARGUELLO NMF. 2.1 MILES SOUTH ALONG ARGUELLO ROAD FROM THE ADMINISTRATION BUILDING AT THE POINT ARGUELLO NAVAL MISSILE FACILITY, THENCE 2.65 MILES WEST ALONG BEAR CREEK ROAD, THENCE 3.9 MILES SOUTH ALONG COAST ROAD, THENCE 0.6 MILE SOUTH-SOUTHEAST ALONG DELPHY ROAD, THENCE 0.7 MILE EAST UP A PAVED ROAD, SET IN A DRILL HOLE IN THE CENTER OF A RECTANGLE CONCRETE PAD AND IS 15.2 FEET NORTHWEST OF JUNCTION BOX 528. EW55231 B SB CO V COhttp://www.geocaching.com/mark/details.asp?PID=EW55231 B SB CO V COGeocacheGeocache1 B SB CO V COCA-111Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1 B SB CO V CO</h1> <b> PID </b> EW5523 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> CUYAMA PEAK (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 47 29. (N) 119 26 38. (W) SCALED <br> <b> NAVD 88 </b> 947.107 (meters) 3107.30 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -32.51 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 946.009 (meters) 3103.70 (feet) COMP <br> <b> MODELED GRAV</b> 979,442.7 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 644,200. </td><td> 1,867,870. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 946.231 (m) 3104.43 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU764526(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: SANTA BARBARA COUNTY VENTURE COUNTY 1 B <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CA-111</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1983 </td><td>POOR </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 25 MI SW FROM MARICOPA. 24.95 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT MARICOPA, IN R24W T8N, SECTION 17, 153 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 417 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SOUTHEAST HEAD WALL OF A CULVERT AT THE SANTA BARBARA-VENTURA COUNTY LINE, 294 FEET WEST OF POWER POLE 851393E, 1.4 FEET SOUTHWEST OF BENCH MARK 3100 (USGS), 0.5 FOOT SOUTHWEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND WELDED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 417 FT. NORTHWEST OF THE NORTHWEST CORNER OF THE NORTHEAST HEAD WALL. <p> <h2>STATION RECOVERY (1983) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 RECOVERED IN POOR CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT ADD 380 FT NW OF SIGN READING SANTA BARBARA COUNTY/VENTURA COUNTY, AND 104 FT NE OF FENCE LINE. PIPE BENEATH BM IS SLIGHTY TILTED. DZ02191 CAHDhttp://www.geocaching.com/mark/details.asp?PID=DZ02191 CAHDGeocacheGeocache1 CAHDCADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1 CAHD</h1> <b> PID </b> DZ0219 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> ZACA CREEK (1959) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 42 37. (N) 120 10 42. (W) SCALED <br> <b> NAVD 88 </b> 289.23 (+/-2cm) 948.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.36 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 636,410. </td><td> 1,800,480. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 288.412 (m) 946.23 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD584445(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 1 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1956 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 6.2 MI SE FROM LOS ALAMOS. 6.2 MILES SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT, LOS ALAMOS, 0.2 MILE NORTHWEST OF A SUMMIT, AT THE INTERSECTION OF A DRIVEWAY LEADING SOUTH TO A WELL AND A DRIVEWAY LEADING NORTH TO A STEEL-PIPE-GATE, 244 FEET EAST OF THE APPROXIMATE CENTER OF CONNECTING ROAD FOR HIGHWAY LANES, 83.3 FEET NORTH OF THE CENTER LINE OF THE SOUTH LANES OF THE HIGHWAY, 70.4 FEET SOUTH OF THE CENTER LINE OF THE NORTH LANES OF THE HIGHWAY, 49 1/2 FEET SOUTH OF A LONE 30-INCH OAK TREE, 1.3 FEET EAST OF STEEL POST SUPPORTING A CR 277+96.58 50 LT SIGN, 0.7 FOOT WEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE NORTH BOUND LANES, FLUSH WITH THE GROUND, AND SET IN THE TOP OF A CONCRETE POST. DZ07451 CCMRhttp://www.geocaching.com/mark/details.asp?PID=DZ07451 CCMRGeocacheGeocache1 CCMRDODUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1 CCMR</h1> <b> PID </b> DZ0745 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SURF (1974) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 39 55. (N) 120 33 17. (W) SCALED <br> <b> NAVD 88 </b> 9.54 (+/-2cm) 31.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.94 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 632,230. </td><td> 1,765,880. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 8.758 (m) 28.73 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD240386(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>DOD</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1959 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 3.1 MI ESE FROM SURF. TO REACH FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT SURF GO EASTERLY ON STATE HIGHWAY 150 FOR 4.0 MILES TO THE MARK ON THE RIGHT. IT IS 38 FEET SOUTH OF THE INTERSECTION OF THE CENTERLINES OF STATE HIGHWAY 150 AND RENWICK AVENUE, 30 FEET WEST-SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 150, 1 FOOT NORTH OF A STANDARD WITNESS POST, AND 0.5 FOOT SOUTHWEST OF A FENCELINE. SCREWED ONTO THE UPPER END OF A LENGTH OF 2-INCH DIAMETER IRON PIPE SET IN A 10-INCH DIAMETER CYLINDRICAL CONCRETE MONUMENT, AND PROJECTS 16 INCHES. NOTE-- THERE IS NO STAMPING ON THIS MARK, THE 1942 WAS REPORTED IN THE ORIGINAL DESCRITION IS CAST INTO THE CAP AS ARE THE WORDS CAMP COOK MILITARY RESERVATION. <p> <h2>STATION RECOVERY (1959) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959 RECOVERED IN GOOD CONDITION. DZ08071 SBCOhttp://www.geocaching.com/mark/details.asp?PID=DZ08071 SBCOGeocacheGeocache1 SBCOCA-083Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1 SBCO</h1> <b> PID </b> DZ0807 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> GUADALUPE (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 57 27. (N) 120 34 25. (W) SCALED <br> <b> NAVD 88 </b> 26.86 (+/-2cm) 88.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.56 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 664,680. </td><td> 1,764,980. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 26.029 (m) 85.40 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD215710(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CA-083</td></tr><tr><td>1956 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 AT GUADALUPE. AT GUADALUPE, 0.4 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION, AT THE INTERSECTION OF STATE HIGHWAY 1 LEADING NORTH AND SOUTH AND STATE HIGHWAY 166 LEADING EAST AND MAIN STREET LEADING WEST, AT THE APPROXIMATE CENTER OF THE INTERSECTION, 90 FEET SOUTHWEST OF BENCH MARK F 26 84 L.A. (USGS), ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1961) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 MARK NOT FOUND. DZ01831 UOCOhttp://www.geocaching.com/mark/details.asp?PID=DZ01831 UOCOGeocacheGeocache1 UOCOUOCOUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1 UOCO</h1> <b> PID </b> DZ0183 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> ORCUTT (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 51 53. (N) 120 26 56. (W) SCALED <br> <b> NAVD 88 </b> 96.73 (+/-2cm) 317.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.61 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 654,110. </td><td> 1,776,120. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 95.931 (m) 314.73 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD332610(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 1 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>UOCO</td></tr><tr><td>1956 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1973 </td><td>GOOD </td><td>CA-083</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 AT ORCUTT. AT ORCUTT, 0.1 MILE WEST ALONG CLARK AVENUE FROM THE POST OFFICE, AT THE Y JUNCTION OF STATE HIGHWAY 1, 42.7 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 27.4 FEET EAST OF TELEGRAPH POLE S-5157-Y, 29.4 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 4.6 FEET NORTHEAST OF A 6-BY 6-INCH WOODEN POST (BEARING BLACK LETTERS SB 56 E, SB 2 N, SB 56 D), ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST ENCASED IN A 6-INCH IRON CASING PROJECTING 0.1 FOOT ABOVE THE GROUND. NOTE-- POST OFFICE IS NOW A BANK, HWY 1 NOW BYPASSES ORCUTT. <p> <h2>STATION RECOVERY (1973) </h2> <p>RECOVERY NOTE BY SANTA BARBARA COUNTY CALIFORNIA 1973 RECOVERED IN GOOD CONDITION. DZ009310http://www.geocaching.com/mark/details.asp?PID=DZ009310GeocacheGeocache10CA-083Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>10</h1> <b> PID </b> DZ0093 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> LOMPOC (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 38 22. (N) 120 28 31. (W) SCALED <br> <b> NAVD 88 </b> 26.47 (+/-2cm) 86.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.86 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 629,190. </td><td> 1,773,090. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 25.700 (m) 84.32 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD314359(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: SBCO SURV NO 10 EL 84.63 F EVANS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CA-083</td></tr><tr><td>1956 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890307</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 1 MI W FROM LOMPOC. 1.0 MILE WEST ALONG OCEAN AVENUE (STATE HIGHWAY 150) FROM THE BANK OF AMERICA AT LOMPOC, AT THE INTERSECTION OF OCEAN AVENUE AND V STREET, AT A DOUBLE 8- BY 8-FOOT CONCRETE BOX CULVERT OVER A CANAL, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL, 53 FEET EAST OF THE CENTER LINE OF THE STREET, 19 FEET NORTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT LEVEL WITH THE AVENUE. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 MARK NOT FOUND. DZ049210 MFEhttp://www.geocaching.com/mark/details.asp?PID=DZ049210 MFEGeocacheGeocache10 MFECGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>10 MFE</h1> <b> PID </b> DZ0492 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> POINT ARGUELLO (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 46 04. (N) 120 37 42. (W) SCALED <br> <b> NAVD 88 </b> 35.77 (+/-2cm) 117.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.91 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 643,770. </td><td> 1,759,440. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 34.966 (m) 114.72 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD170498(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 10 MFE 1961 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1961 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1962 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 AT VANDENBERG AFB. 5.2 MILES NORTHWEST ALONG 29TH STREET FROM THE INTERSECTION OF 29TH STREET AND NEVADA STREET AT VANDENBERG AIR FORCE BASE TO INTERSECTION JUST AFTER PASSING THROUGH GUARD GATE, THENCE 0.9 MILE NORTH ALONG THE PAVED ROAD, THENCE 100 FEET NORTH ALONG THE PAVED ROAD, THENCE 0.35 MILE NORTHWEST ALONG THE LEFT FORK, THENCE 0.15 MILE WEST ALONG THE RIGHT FORK, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12-INCHES IN DIAMETER WHICH PROJECTS 3 INCHES. DZ049310 MFWhttp://www.geocaching.com/mark/details.asp?PID=DZ049310 MFWGeocacheGeocache10 MFWCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>10 MFW</h1> <b> PID </b> DZ0493 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> POINT ARGUELLO (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 46 01. (N) 120 38 01. (W) SCALED <br> <b> NAVD 88 </b> 8.71 (+/-2cm) 28.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.92 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 643,690. </td><td> 1,758,950. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 7.914 (m) 25.96 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD165497(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 10 MFW 1961 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1961 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1962 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 AT VANDENBERG AFB. 5.2 MILES NORTHWEST ALONG 29TH STREET FROM THE INTERSECTION OF 29TH STREET AND NEVADA STREET AT VANDENBERG AIR FORCE BASE TO INTERSECTION JUST AFTER PASSING THROUGH GUARD GATE, THENCE 0.9 MILE NORTH ALONG THE PAVED ROAD, THENCE 100 FEET NORTH ALONG THE PAVED ROAD, THENCE 0.35 MILE NORTHWEST ALONG THE LEFT FORK, THENCE 0.5 MILE WEST ALONG THE RIGHT FORK, SET IN THE TOP OF A ROUND CONCRETE MONUMENT 12-INCHES IN DIAMETER WHICH PROJECTS 5 INCHES. EW535712 DF USFShttp://www.geocaching.com/mark/details.asp?PID=EW535712 DF USFSGeocacheGeocache12 DF USFSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>12 DF USFS</h1> <b> PID </b> EW5357 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> WHITE LEDGE PEAK (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 23 25. (N) 119 27 47. (W) SCALED <br> <b> NAVD 88 </b> 48.13 (+/-2cm) 157.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.35 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 599,730. </td><td> 1,865,470. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 47.33 (m) 155.3 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU735081(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE ABUTMENT <br>STAMPING: 12 DF 156 1948 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1948 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19960115</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 4.8 MI E FROM CARPINTERIA. 3.05 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT CARPINTERIA, THENCE 0.85 MILE NORTH ALONG BATES ROAD, THENCE 0.95 MILE NORTHEAST ALONG RINCON HILL ROAD, IN THE TOP AND 0.9 FOOT SOUTH-SOUTHWEST OF THE NORTH END OF THE CONCRETE RETAINING WALL BETWEEN THE ABUTMENT AND WING WALL AT THE NORTHWEST CORNER OF BRIDGE 51-141 OVER RINCON CREEK, 10 1/2 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD. <p> <h2>STATION RECOVERY (1996) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1996 MARK NOT FOUND. FV08611269 AT COhttp://www.geocaching.com/mark/details.asp?PID=FV08611269 AT COGeocacheGeocache1269 AT COATCOUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1269 AT CO</h1> <b> PID </b> FV0861 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> MIRANDA PINE MOUNTAIN (1974) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 35 06 39. (N) 120 05 38. (W) SCALED <br> <b> NAVD 88 </b> 387.94 (+/-2cm) 1272.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.89 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 680,670. </td><td> 1,809,140. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 387.073 (m) 1269.92 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD648892(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1269 1895 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>ATCO</td></tr><tr><td>1956 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 AT GLINES ROCK FRONT RANCH. AT GLINES ROCK FRONT RANCH, 0.15 MILE SOUTH OF THE BARN AND CORRALS, AT THE SOUTH SIDE OF THE BUNKHOUSE YARD, 32.6 FEET SOUTHWEST OF THE WEST CORNER OF THE BUNKHOUSE, 26.5 FEET NORTH OF THE CENTER OF A WAGON WHEEL USED FOR A GATE, 13 FEET NORTHEAST OF THE NORTH ONE OF TWO 14-INCH OAK TREES, 1.4 FEET NORTHWEST OF A WITNESS POST, AND SCREWED ON THE TOP OF A 2 1/2-INCH IRON PIPE WHICH PROJECTS 0.8 FOOT ABOVE THE GROUND. DZ0816144 USGS RESET 1938http://www.geocaching.com/mark/details.asp?PID=DZ0816144 USGS RESET 1938GeocacheGeocache144 USGS RESET 1938USGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>144 USGS RESET 1938</h1> <b> PID </b> DZ0816 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> GUADALUPE (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 57 25. (N) 120 30 31. (W) SCALED <br> <b> NAVD 88 </b> 46.95 (+/-2cm) 154.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.48 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 664,470. </td><td> 1,770,910. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 46.132 (m) 151.35 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD274711(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: STAR LANDING <br>STAMPING: 144 LA USGS RESET 1938 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1938 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1970 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 3.8 MI E FROM GUADALUPE. 3.8 MILES EAST ALONG STATE HIGHWAY 166 FROM THE JUNCTION OF STATE HIGHWAY 1 AT GUADALUPE, 3.15 MILES WEST OF SANTA MARIA, AT THE T JUNCTION OF BONITA SCHOOL ROAD LEADING NORTH, AT THE BONITA SCHOOL, 77 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 102 FEET WEST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE STAIR LANDING OF THE SOUTH MAIN ENTRANCE OF BUILDING, 4.2 FEET WEST OF THE CENTER OF THE SOUTH ENTRANCE DOOR, 1.4 FEET SOUTH OF THE SOUTH FACE OF THE SOUTH WALL OF THE BUILDING, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY. DZ14901871http://www.geocaching.com/mark/details.asp?PID=DZ14901871GeocacheGeocache1871CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1871</h1> <b> PID </b> DZ1490 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SAN MIGUEL ISLAND EAST (1943) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 03 21.19720(N) 120 19 58.20766(W) ADJUSTED <br> <b> NAVD 88 </b> 85. (meters) 279. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 0.80 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -36.42 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was scaled from a topographic map. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 564,161.624 1</td><td>784,643.112</td><td> MT </td><td>0.99999519</td><td> -1 ' 19 47.1"</td></tr><tr><td>SPC CA 5 </td><td>1,850,920.26 5</td><td>855,116.61 </td><td> sFT </td><td>0.99999519</td><td> -1 ' 19 47.1"</td></tr><tr><td>UTM 10 </td><td>3,771,562.915 </td><td>746,178.848</td><td> MT </td><td>1.00034714</td><td> +1 ' 29 39.7"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99999241 x 0.99999519 = 0.99998760 <br> <b>UTM 10 </b> 0.99999241 x 1.00034714 = 1.00033955 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 03 21.20108(N) 120 19 58.17684(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 34 03 21.19000(N) 120 19 54.68000(W) AD( ) 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGC4617971563(NAD 83) <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1871 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1871 (SF) ON THE SOUTH EAST FACE OF SAN MIGUEL ISLAND ON WHICH GULL ISLAND IS LOCATED. THE STATION WAS MARKED BY SMALL DRILL HOLE IN ROCK. EW80801874http://www.geocaching.com/mark/details.asp?PID=EW80801874GeocacheGeocache1874CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1874</h1> <b> PID </b> EW8080 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SANTA CRUZ ISLAND A (1974) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 01 16.06211(N) 119 52 36.15230(W) ADJUSTED <br> <b> NAVD 88 </b> 16. (meters) 52. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.88 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -35.96 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was scaled from a topographic map. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 559,424.916 1</td><td>826,673.189</td><td> MT </td><td>1.00000267</td><td> -1 ' 04 11.1"</td></tr><tr><td>SPC CA 5 </td><td>1,835,379.91 5</td><td>993,010.29 </td><td> sFT </td><td>1.00000267</td><td> -1 ' 04 11.1"</td></tr><tr><td>UTM 11 </td><td>3,768,231.539 </td><td>234,365.894</td><td> MT </td><td>1.00046992</td><td> -1 ' 36 37.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 1.00000317 x 1.00000267 = 1.00000584 <br> <b>UTM 11 </b> 1.00000317 x 1.00046992 = 1.00047309 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 01 16.06726(N) 119 52 36.13571(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 34 01 16.08000(N) 119 52 32.67000(W) AD( ) 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT3436668232(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1874 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1934 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1874 (SF) ON THE MESA, AT THE POINT OF THE RIDGE WHICH FORMS THE S SIDE OF THE VALLEY AT THE WEST END RANCH HOUSE, ABOUT 1000 YARDS S 62 DEG W FROM THE NW CORNER OF THE RANCH HOUSE. <p>THE STATION WAS MARKED BY 4 SIMILAR STONE BOTTLES SET IN THE GROUND, NECK DOWN, EVEN WITH THE SURFACE, PLACED 2 FEET FROM THE CENTER TO THE N, E, S, AND W. NO CENTER BOTTLE WAS PLACED. <p> <h2>STATION RECOVERY (1934) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CKG) REPORT LOST. A THOROUGH SEARCH OF THE GROUND ON THE MESA AND A LOCATION BY AZIMUTHS FAILED TO LOCATE. THE BLUFF IS SLIPPING AWAY AND IT IS PROBABLE THAT THE STATION HAS BEEN LOST ON THIS ACCOUNT. DZ01022 CAHDhttp://www.geocaching.com/mark/details.asp?PID=DZ01022 CAHDGeocacheGeocache2 CAHDCADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>2 CAHD</h1> <b> PID </b> DZ0102 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> LOMPOC (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 40 07. (N) 120 27 26. (W) SCALED <br> <b> NAVD 88 </b> 28.40 (+/-2cm) 93.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.84 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 632,380. </td><td> 1,774,820. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 27.626 (m) 90.64 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD329392(NAD 83) <br>MARKER: R = RIVET <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CURB <br>STAMPING: 2 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1956 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 1.9 MI N FROM LOMPOC. 1.9 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE BANK OF AMERICA AT LOMPOC, AT CONCRETE BRIDGE 51-97 OVER THE SANTA YNEZ RIVER, IN THE TOP OF THE EAST CONCRETE CURB, 20 FEET NORTH OF THE SOUTH END, 13.8 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.2 FEET WEST OF THE WEST EDGE OF THE EAST GUARDRAIL, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. DZ0139204 LAhttp://www.geocaching.com/mark/details.asp?PID=DZ0139204 LAGeocacheGeocache204 LAUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>204 LA</h1> <b> PID </b> DZ0139 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SANTA MARIA (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 57 14. (N) 120 26 38. (W) SCALED <br> <b> NAVD 88 </b> 63.84 (+/-2cm) 209.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.34 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 663,990. </td><td> 1,776,820. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 63.034 (m) 206.80 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD334709(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 204 L A <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1956 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1961 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 AT SANTA MARIA. AT SANTA MARIA, ALONG DEPOT STREET, AT THE T JUNCTION OF WEST CHAPEL STREET, 18.6 FEET NORTH OF THE NORTH CURB OF CHAPEL STREET, 15.2 FEET EAST OF THE EAST CURB OF DEPOT STREET, 2.5 FEET NORTH OF THE SOUTHWEST CORNER OF A STEEL WOVEN WIRE FENCE AROUND THE D.E.S. CLUB, 0.8 FOOT WEST OF A FENCE, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.3 FEET ABOVE THE GROUND. NOTE-- POST SLANTING SLIGHTLY, ROD HELD OVER THE LETTERS ELEV IN THE WORD ELEVATION DURING 1956 RELEVELING. <p> <h2>STATION RECOVERY (1961) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 RECOVERED IN GOOD CONDITION. EW39472180 USGShttp://www.geocaching.com/mark/details.asp?PID=EW39472180 USGSGeocacheGeocache2180 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>2180 USGS</h1> <b> PID </b> EW3947 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> NEW CUYAMA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 57 06. (N) 119 38 55. (W) SCALED <br> <b> NAVD 88 </b> 666.72 (+/-2cm) 2187.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.46 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 662,260. </td><td> 1,849,430. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 665.88 (m) 2184.6 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU581708(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 2180 LA <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1935 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 22.7 MI SW FROM MARICOPA. IN SANTA BARBARA COUNTY, 22.1 MILES SOUTHWEST ALONG STATE HIGHWAY 166 FROM MARICOPA, KERN COUNTY, THENCE 0.6 MILE NORTH ALONG A ROAD LEADING TO CUYAMA RANCH, 90 YARDS SOUTH OF A GATE WHICH IS ABOUT 75 YARDS SOUTHWEST OF TWO WOODEN SILOS, 47 YARDS SOUTHEAST OF THE EAST ONE OF TWO LARGE COTTONWOOD TREES, AT A FENCE CORNER, 26 FEET NORTH OF THE EAST-AND-WEST FENCE, AND 17 FEET EAST OF THE NORTH-AND-SOUTH FENCE. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 2180 LA AND RIVETED ON THE TOP OF AN IRON PIPE. EW55052749 USGShttp://www.geocaching.com/mark/details.asp?PID=EW55052749 USGSGeocacheGeocache2749 USGSCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>2749 USGS</h1> <b> PID </b> EW5505 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> CUYAMA PEAK (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 51 09. (N) 119 29 03. (W) SCALED <br> <b> NAVD 88 </b> 840.100 (meters) 2756.23 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -32.80 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 839.138 (meters) 2753.07 (feet) COMP <br> <b> MODELED GRAV</b> 979,462.0 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,462.1 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 651,030. </td><td> 1,864,290. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 839.228 (m) 2753.37 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU728595(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 2749 LA <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19960107</td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20030401</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 20.2 MI SW FROM MARICOPA. 20.15 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT MARICOPA, AT THE VENTUCOPA RANGER STATION, 412 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 192.0 FEET WEST OF THE WEST CORNER OF THE RANGERS QUARTERS, 137.6 FEET NORTH OF THE NORTH CORNER OF THE MAINTENANCE BUILDING, 83.5 FEET SOUTHWEST OF A FENCE AND A POINT IN LINE WITH NORTHWEST-SOUTHEAST TELEPHONE LINE, 60.9 FEET NORTHWEST OF A FENCE, 2.0 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1996) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1996 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2003) </h2> <p>RECOVERY NOTE BY CALTRANS 2003 RECOVERED IN GOOD CONDITION. DZ074431 LAhttp://www.geocaching.com/mark/details.asp?PID=DZ074431 LAGeocacheGeocache31 LAUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>31 LA</h1> <b> PID </b> DZ0744 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SURF (1974) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 39 30. (N) 120 32 35. (W) SCALED <br> <b> NAVD 88 </b> 10.95 (+/-2cm) 35.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.93 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 631,440. </td><td> 1,766,930. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 10.17 (m) 33.4 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD251379(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 31 LA <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1956 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890209</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 5.2 MI W FROM LOMPOC. 5.2 MILES WEST ALONG STATE HIGHWAY 150 FROM THE BANK OF AMERICA AT LOMPOC, 4.8 MILES EAST ALONG STATE HIGHWAY 150 FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT SURF, 0.4 MILE NORTHWEST OF THE Y JUNCTION OF UNION AVENUE LEADING NORTH, 31.3 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4.3 FEET SOUTHWEST OF AN 8-INCH IRON PIPE WATER LINE LEADING TO SURF, 2 FEET NORTHEAST OF TELEPHONE POLE 4896T, 1.6 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.9 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 MARK NOT FOUND. EW55243100 USGShttp://www.geocaching.com/mark/details.asp?PID=EW55243100 USGSGeocacheGeocache3100 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>3100 USGS</h1> <b> PID </b> EW5524 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> CUYAMA PEAK (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 47 29. (N) 119 26 38. (W) SCALED <br> <b> NAVD 88 </b> 947.130 (meters) 3107.38 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -32.51 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 946.031 (meters) 3103.77 (feet) COMP <br> <b> MODELED GRAV</b> 979,442.7 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 644,200. </td><td> 1,867,870. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 946.252 (m) 3104.50 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU764526(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 3100 LA <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1983 </td><td>GOOD </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 25 MI SW FROM MARICOPA. 24.95 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT MARICOPA, IN R24W T8N, SECTION 17, 155 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 418.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SOUTHEAST HEAD WALL OF A CULVERT AT THE SANTA BARBARA-VENTURA COUNTY LINE, 292 1/2 FEET WEST OF POWER POLE 851393E, 1.4 FEET NORTHEAST OF BENCH MARK L B (CO.H.D.), 0.7 FOOT NORTHEAST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 418.0 FT. NORTHWEST OF THE NORTHWEST CORNER OF THE NORTHEAST HEAD WALL <p> <h2>STATION RECOVERY (1983) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983 RECOVERED IN GOOD CONDITION. THE DESCRIPTION IS ADEQUATE EXCEPT ADD 381 FT NW OF SIGN READING SANTA BARBARA COUNTY/VENTURA COUNTY, AND 105 FT NE OF FENCE LINE. DZ0182314 LAhttp://www.geocaching.com/mark/details.asp?PID=DZ0182314 LAGeocacheGeocache314 LAUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>314 LA</h1> <b> PID </b> DZ0182 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> ORCUTT (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 51 53. (N) 120 26 55. (W) SCALED <br> <b> NAVD 88 </b> 97.56 (+/-2cm) 320.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.61 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 654,110. </td><td> 1,776,140. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 96.757 (m) 317.44 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD332610(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 314 L A <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1956 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1973 </td><td>POOR </td><td>CA-083</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 AT ORCUTT. AT ORCUTT, 0.1 MILE WEST ALONG CLARK AVENUE FROM THE POST OFFICE, AT THE Y JUNCTION OF STATE HIGHWAY 1, 52.9 FEET NORTH OF TELEPHONE POLE S-1301-Y WITH TWO GUY WIRES, 39.9 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 36.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET SOUTH OF BENCH MARK 1, 8 FEET SOUTH OF A 6-BY 6-INCH WOODEN POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND. NOTE-- PIPE SLANTING. ROD HELD OVER LETTERS OR IN THE WORD SURVEY. THE POST OFFICE IS NOW A BANK, HWY 1 BY PASSES ORCUTT NOW. <p> <h2>STATION RECOVERY (1973) </h2> <p>RECOVERY NOTE BY SANTA BARBARA COUNTY CALIFORNIA 1973 MARK RECOVERED IN POOR CONDITION. DZ0253362.40 SB COhttp://www.geocaching.com/mark/details.asp?PID=DZ0253362.40 SB COGeocacheGeocache362.40 SB COCA-083Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>362.40 SB CO</h1> <b> PID </b> DZ0253 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SOLVANG (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 36 50. (N) 120 11 38. (W) SCALED <br> <b> NAVD 88 </b> 111.15 (+/-2cm) 364.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.55 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 625,750. </td><td> 1,798,820. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 110.373 (m) 362.12 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD572338(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE FOUNDATION <br>STAMPING: BM ELEV 362.40 SB CO SURV <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CA-083</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 AT BUELLTON. AT BUELLTON, ABOUT 250 FEET NORTH OF THE CENTER OF THE INTERSECTION OF U.S. HIGHWAY 101 AND STATE HIGHWAY 150 AND BENCH MARK R 64 RESET, IN TOP OF THE SOUTHEAST CONCRETE FOUNDATION OF A GENERAL PETROLEUM COMPANY WAREHOUSE, 60 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE SOUTH BOUND LANES OF U.S. HIGHWAY 101, 1.0 FOOT SOUTH-SOUTHWEST OF THE SOUTH EDGE OF AN OFFICE DOOR, AND ABOUT LEVEL WITH THE HIGHWAY. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 AT BUELLTON, IN THE NORTHWEST CORNER OF THE JUNCTION OF STATE HIGHWAY 246 AND AVENUE OF FLAGS, 83.5 FT. NORTH OF THE NORTH CURB OF THE HIGHWAY, 8.8 FT. WEST OF WEST CURB OF THE AVENUE, IN TOP OF THE SOUTHEAST CORNER OF CONCRETE FOUNDATION OF A PETROLEUM COMPANY STUCCO BUILDING, 2 FT. SOUTHEAST OF SOUTHEAST CORNER OF BUILDING, 1 FT. SOUTH OF SOUTH END OF THE EAST ENTRANCE DOOR. DZ1576394 7 Zhttp://www.geocaching.com/mark/details.asp?PID=DZ1576394 7 ZGeocacheGeocache394 7 ZLOCENGUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>394 7 Z</h1> <b> PID </b> DZ1576 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> CASMALIA (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 50 15.46060(N) 120 35 04.53725(W) ADJUSTED <br> <b> NAVD 88 </b> 93.78 (+/-2cm) 307.7 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 1.78 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -35.74 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <b> VERT ORDER </b> THIRD ? (See Below) <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 651,415.360 1</td><td>763,636.230</td><td> MT </td><td>0.99992326</td><td> -1 ' 28 23.7"</td></tr><tr><td>SPC CA 5 </td><td>2,137,185.23 5</td><td>786,196.53 </td><td> sFT </td><td>0.99992326</td><td> -1 ' 28 23.7"</td></tr><tr><td>UTM 10 </td><td>3,857,697.278 </td><td>720,867.245</td><td> MT </td><td>1.00020128</td><td> +1 ' 22 49.3"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99999089 x 0.99992326 = 0.99991415 <br> <b>UTM 10 </b> 0.99999089 x 1.00020128 = 1.00019217 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 5 </td><td> REEF 2 </td><td>315° 45' 39.2"</td></tr><tr><td>UTM 10 </td><td> REEF 2 </td><td>312° 54' 26.2"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>CC1242</td><td>394 7 Z RM 1 </td><td> 8.136 METERS</td><td>205° 59' </td></tr><tr><td>CC1243</td><td>394 7 Z RM 2 </td><td> </td><td>297° 21' </td></tr><tr><td>DZ0585</td><td>REEF 2 </td><td>APPROX. 6.9 KM</td><td>314° 17' 15.5"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 50 15.46571(N) 120 35 04.52118(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 34 50 15.54082(N) 120 35 00.91337(W) AD( ) 1 <br> NGVD 29 (07/19/86) 92.97 (m) 305.0 (f) LEVELING 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD2086757697(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1963 </td><td>MONUMENTED </td><td>LOCENG</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1963 STATION IS MARKED BY AN AIR PHOTOGRAPHIC AND CHARTING SERVICE DISK STAMPED--394 7 Z 1963 AND IS SET IN TOP OF A 12 INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 0.2 FOOT ABOVE GROUND SURFACE. IT IS SET BETWEEN TWO 4 INCH SQUARE WOODEN WITNESS POSTS. IT IS 40.3 FEET NORTH OF CENTERLINE OF TRAIL AND 14.6 FEET SOUTH-SOUTHEAST OF EAST-NORTHEAST - WEST-SOUTHWEST FENCELINE. <p>THE STATION IS LOCATED 2-3/4 MILES WEST OF CASMALIA, CALIFORNIA, 5-1/2 MILES SOUTHEAST OF POINT SAL AND 5 MILES NORTH-NORTHEAST OF PURISMA POINT ON NORTH VANDENBERG AIR FORCE BASE. IT IS SET ON TOP OF A HILL SOUTH OF CUT MADE BY SOUTHERN PACIFIC RAILWAY. <p>TO REACH THE STATION FROM THE MAIN GATE TO VANDENBERG AIR FORCE BASE GO WEST AND NORTHWEST ON THE LOMPOC-CASMALIA ROAD FOR 5.0 MILES TO JUNCTION WITH SIDE ROAD LEFT. (CURLEY ROAD ALSO TITAN GATE). TURN LEFT AND GO WEST 0.65 MILE, PASSING GUARD POST, TO A CROSSROAD. TURN RIGHT ON EL RANCHO ROAD AND GO NORTH FOR 2.9 MILES TO JUNCTION WITH ANTENNA ROAD ON THE LEFT. (RAILWAY OVERPASS JUST AHEAD). TURN LEFT AND GO WEST FOR 0.4 MILE TO TOP OF HILL AND CROSSROADS. BUILDING NUMBER 1937 IS STRAIGHT AHEAD. TURN RIGHT ON TRAIL AND GO NORTH FOR 0.15 MILE TO A TRAIL FORK. TAKE LEFT FORK AND GO NORTH THROUGH AN ANTENNA FIELD FOR 0.65 MILE TO STATION SITE NEAR FENCELINE ON THE RIGHT. <p>REFERENCE MARK 1 IS AN AIR PHOTOGRAPHIC AND CHARTING SERVICE DISK STAMPED--RM NO 1 394 7 Z 1963 AND IS SET IN TOP OF A 8 INCH DIAMETER CONCRETE POST WHICH IS FLUSH WITH GROUND SURFACE. IT IS MARKED BY TWO 4 INCH SQUARE WOODEN WITNESS POSTS. IT IS 11.5 FEET NORTH OF CENTERLINE OF TRAIL AND 39.3 FEET SOUTH-SOUTHEAST OF FENCELINE. <p>REFERENCE MARK 2 IS AN AIR PHOTOGRAPHIC AND CHARTING SERVICE DISK STAMPED--RM NO 2 394 7 Z 1963 AND IS SET IN TOP OF A 8 INCH DIAMETER CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE GROUND SURFACE. IT IS MARKED BY ONE 4 INCH SQUARE WOODEN WITNESS POST. IT IS 40.9 FEET NORTH OF CENTERLINE OF TRAIL AND 3.2 FEET SOUTH-SOUTHEAST OF FENCELINE. <p>AZIMUTH MARK IS USC AND GS STATION REEF 2 1933. SEE USC AND GS DESCRIPTION CARD FOR THIS STATION. EW377443 LA=F 28http://www.geocaching.com/mark/details.asp?PID=EW377443 LA=F 28GeocacheGeocache43 LA=F 28USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>43 LA=F 28</h1> <b> PID </b> EW3774 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> GOLETA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 26 23. (N) 119 49 10. (W) SCALED <br> <b> NAVD 88 </b> 14.740 (meters) 48.36 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.67 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 14.725 (meters) 48.31 (feet) COMP <br> <b> MODELED GRAV</b> 979,631.2 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,625.8 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 605,750. </td><td> 1,832,800. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 13.967 (m) 45.82 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU409145(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE IMBEDDED IN GROUND <br>STAMPING: F 28 43 LA <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 16, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1970 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1973 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890316</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040304</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 AT GOLETA. AT GOLETA, ALONG THE SOUTHERN PACIFIC RAILROAD, 199 FEET EAST AND ACROSS KELLOGG AVENUE FROM THE SOUTHEAST CORNER OF THE SOUTHERN PACIFIC STATION, 120 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE CROSSING OF KELLOGG AVENUE AND THE TRACK, 116.7 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 29 FEET EAST OF THE CENTER LINE OF KELLOGG AVENUE, 15.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A GALVANIZED BUILDING, 0.6 FOOT NORTH OF A BURIED CROSS TIE WHICH PROJECTS 5 FEET ABOVE THE GROUND, 7 FEET EAST OF POWER POLE 1675667E, 1.3 FEET NORTH OF THE NORTHWEST CORNER OF A CYCLONE FENCE, 1.2 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, A CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1973) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. IN GOLETA, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD AND KELLOGG AVENUE, 35.6 M (116.8 FT) SOUTH OF THE NEAR RAIL, 8.8 M (28.9 FT) EAST OF THE CENTER OF THE AVENUE, 7.2 M (23.6 FT) SOUTH OF THE CENTER OF A DRIVEWAY, 4.7 M (15.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF A BUILDING AT 50 SOUTH KELLOGG AVENUE, 2.5 M (8.2 FT) NORTHEAST OF A FIRE HYDRANT, 0.4 M (1.3 FT) NORTH OF A FENCE CORNER, LEVEL WITH THE AVENUE, AND IS A CAP RIVETED TO THE TOP OF A 3 1/2 INCH METAL PIPE THAT IS FLUSH WITH THE GROUND SURFACE. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (EJS) RECOVERED IN GOOD CONDITION. DZ074261.03http://www.geocaching.com/mark/details.asp?PID=DZ074261.03GeocacheGeocache61.03CA-083Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>61.03</h1> <b> PID </b> DZ0742 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SURF (1974) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 38 42. (N) 120 31 12. (W) SCALED <br> <b> NAVD 88 </b> 19.21 (+/-2cm) 63.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.90 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 629,900. </td><td> 1,769,010. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 18.436 (m) 60.49 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD273364(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: SBCO RD DEPT BM EL 61.03 RE 6995 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CA-083</td></tr><tr><td>1956 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890209</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 3.6 MI W FROM LOMPOC. 3.6 MILES WEST ALONG STATE HIGHWAY 150 FROM THE BANK OF AMERICA AT LOMPOC, AT THE Y JUNCTION OF DEWOLFE AVENUE LEADING NORTH, AT A 9- BY 1 1/2-FOOT CONCRETE CULVERT, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL, 36 FEET WEST OF THE CENTER LINE OF THE AVENUE, 11.6 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 MARK NOT FOUND. EW3887668.32 USDAhttp://www.geocaching.com/mark/details.asp?PID=EW3887668.32 USDAGeocacheGeocache668.32 USDACGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>668.32 USDA</h1> <b> PID </b> EW3887 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> LAKE CACHUMA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 34 25. (N) 119 56 19. (W) SCALED <br> <b> NAVD 88 </b> 205.44 (+/-2cm) 674.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.03 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 620,810. </td><td> 1,822,140. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 204.63 (m) 671.4 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU304296(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 310-8640 668.32 1928 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1928 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1948 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1960 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 13.3 MI SE FROM LOS OLIVOS. ABOUT 13.3 MILES SOUTHEAST ALONG THE SAN MARCOS PASS ROAD (STATE HIGHWAY 150) FROM THE GRAMMAR SCHOOL AT LOS OLIVOS, 36.0 FEET SOUTHEAST OF A LARGE OAK TREE, 27.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT SOUTH OF A WIRE FENCE, A BRONZE CAP RIVETED ON THE TOP OF A 2-INCH IRON PIPE PROJECTING 6 INCHES ABOVE THE GROUND AND ABOUT 4 FEET HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (1960) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 MARK NOT FOUND. EW6642677.49 BPRhttp://www.geocaching.com/mark/details.asp?PID=EW6642677.49 BPRGeocacheGeocache677.49 BPRBPRUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>677.49 BPR</h1> <b> PID </b> EW6642 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> LAKE CACHUMA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 35 08. (N) 119 59 47. (W) SCALED <br> <b> NAVD 88 </b> 208.21 (+/-2cm) 683.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.17 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 622,230. </td><td> 1,816,870. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 207.40 (m) 680.4 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU251311(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 677.49 112.4361 29 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>BPR</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 6 MI SE FROM SANTA YNEZ. 5.95 MILES SOUTHEAST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT SANTA YNEZ, THENCE 0.1 MILE EAST ALONG A FORMER PORTION OF THE HIGHWAY LEADING TO SANTA BARBARA COUNTY CACHUMA FIRE STATION, 105.5 FEET WEST OF BENCH MARK E 659, 30 FEET SOUTH OF THE CENTER LINE OF THE FORMER HIGHWAY, 26 1/2 FEET WEST OF THE WEST END OF A GATE, 1.1 FEET NORTH OF A FENCE, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND RIVETED ON TOP OF A 2 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND. DZ09957 3 359.15 CAHDhttp://www.geocaching.com/mark/details.asp?PID=DZ09957 3 359.15 CAHDGeocacheGeocache7 3 359.15 CAHDCADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>7 3 359.15 CAHD</h1> <b> PID </b> DZ0995 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SOLVANG (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 36 48. (N) 120 11 38. (W) SCALED <br> <b> NAVD 88 </b> 110.17 (+/-2cm) 361.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.55 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 625,690. </td><td> 1,798,820. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (08/19/04) 109.39 (m) 358.9 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD572337(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: CDH 7-3 359.15 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 AT BUELLTON. AT BUELLTON, 111.2 FEET SOUTHWESTERLY OF THE INTERSECTION OF THE AVENUE OF THE FLAGS (OLD HIGHWAY 101) AND STATE HIGHWAY 246, IN THE CENTER OF THE MALL EQUIDISTANT BETWEEN THE NORTH AND SOUTHBOUND LANES OF THE AVENUE, AND 11 FEET SOUTHERLY OF A HIGHWAY LIGHTING STANDARD, A 16 INCH SQUARE OF CONCRETE 24 INCHES LONG WITH A 2 1/4 IN BRASS CAP, AND IS 0.3 FOOT ABOVE THE SURFACE OF THE LAWN. NOTE-- OLD MARK WILL BE DESTROYED DURING CONSTRUCTION. DZ02897 SBCShttp://www.geocaching.com/mark/details.asp?PID=DZ02897 SBCSGeocacheGeocache7 SBCSCA-083Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>7 SBCS</h1> <b> PID </b> DZ0289 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SANTA YNEZ (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 36 29. (N) 120 04 25. (W) SCALED <br> <b> NAVD 88 </b> 203.62 (+/-2cm) 668.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.36 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>This mark is at Santa Ynez Airport (IZA) <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 624,870. </td><td> 1,809,830. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 202.838 (m) 665.48 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD683334(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BUILDING <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CA-083</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1970 </td><td>GOOD </td><td>DOD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 1.4 MI SE FROM SANTA YNEZ. 0.85 MILE EAST ALONG STATE HIGHWAY 246 FROM THE POST OFFICE AT SANTA YNEZ, THENCE 0.5 MILE SOUTH AND WEST ALONG AN ASPHALT ROAD TO AIRPORT ADMINISTRATION BUILDING. THE MARK IS ABOUT 200 YARDS WEST-NORTHWEST FROM THIS BUILDING, 200 FEET NORTHEAST OF NORTHEAST CORNER OF THE EASTERLY OF TWO NEW HANGARS, 18 FEET NORTH OF A FENCE AND 1 FOOT NORTHEAST OF A POWER LINE POLE. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1970 RECOVERED IN GOOD CONDITION. DE66147223 RM-3http://www.geocaching.com/mark/details.asp?PID=DE66147223 RM-3GeocacheGeocache7223 RM-3Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>7223 RM-3</h1> <b> PID </b> DE6614 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> TRANQUILLON MTN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(CORS)</b> 34 33 22.70166(N) 120 36 59.16458(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 2002.00 <br> <b> X </b> -2,678,089.392 (meters) COMP <br> <b> Y </b> -4,525,438.766 (meters) COMP <br> <b> Z </b> 3,597,431.624 (meters) COMP <br> <b> LAPLACE CORR</b> 5.99 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> -10.90 (meters) (03/??/02) GPS OBS <br> <b> GEOID HEIGHT</b> -36.22 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> A <br> <b> ELLP ORDER </b> FOURTH CLASS I <br> <p>ITRF positions are available for this station. The horizontal coordinates were established by GPS observations and adjusted by the National Geodetic Survey in March 2002. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p> <p>The X, Y, and Z were computed from the position and the ellipsoidal ht. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The ellipsoidal height was determined by GPS observations and is referenced to NAD 83. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 620,295.193 1</td><td>759,912.801</td><td> MT </td><td>0.99992787</td><td> -1 ' 29 29.0"</td></tr><tr><td>SPC CA 5 </td><td>2,035,085.15 5</td><td>773,980.58 </td><td> sFT </td><td>0.99992787</td><td> -1 ' 29 29.0"</td></tr><tr><td>UTM 10 </td><td>3,826,422.015 </td><td>718,694.489</td><td> MT </td><td>1.00018955</td><td> +1 ' 21 09.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 1.00000171 x 0.99992787 = 0.99992958 <br> <b>UTM 10 </b> 1.00000171 x 1.00018955 = 1.00019126 <br> <p> <h2>Superseded Survey Control</h2>
<p>No superseded survey control is available for this station. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD1869426422(NAD 83) <br>STAMPING: UNKNOWN <br> </table>THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'VNDP' LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE BY ANONYMOUS FTP OR THE WORLDWIDE WEB. FTP CORS.NGS.NOAA.GOV: CORS/COORD AND CORS/STATION_LOG HTTP://WWW.NGS.NOAA.GOV UNDER PRODUCTS AND SERVICES. <p> AA970484 LA RESEThttp://www.geocaching.com/mark/details.asp?PID=AA970484 LA RESETGeocacheGeocache84 LA RESETCADTUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>84 LA RESET</h1> <b> PID </b> AA9704 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> GUADALUPE (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 57 28. (N) 120 34 27. (W) SCALED <br> <b> NAVD 88 </b> 27.38 (meters) 89.8 (feet) RESET <br> <hr> <b> GEOID HEIGHT</b> -35.56 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was computed from unverified reset data. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 664,720. </td><td> 1,764,930. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p>No superseded survey control is available for this station. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD214710(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. <br>SP_SET: CURB <br>STAMPING: 84 LA USGS RESET 1994 <br>MARK LOGO: USGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1995 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1995 (GAS) IN GUADALUPE, AT THE INTERSECTION OF THE SOUTHERN PACIFIC RAILROAD AND STATE HIGHWAY 166, 17.5 FEET (5.3 M) WEST OF THE WEST RAIL, 6.5 M (21.3 FT) NORTH OF THE EXTENSION OF CURB PROJECTED ACROSS HIGHWAY 1, 18.0 M (59.1 FT) SOUTHEAST OF THE CENTER OF DROP INLET IN CURB AND GUTTER, 2.3 M (7.5 FT) SOUTHWEST OF JOINT POLE NO GT 135588. 21.4 FEET (6.5 M) NORTH OF EXTENDED TOP OF CURB LINE ON THE WEST SIDE OF HIGHWAY 1, 7.5 FEET (2.3 M) SOUTHWEST OF JOINT POLE ON NORTH SIDE OF HIGHWAY, 16.3 FEET (5.0 M) SOUTHWEST OF RAILROAD SIGNAL CONTROL BOX, SOUTHWEST CORNER OF SMALL METAL BUILDING, 54.7 FEET (16.7 M) WEST OF MOST WESTERLY RAIL, 59.0 FEET (18.0 M) EAST OF THE CENTER OF A DRAINAGE INLET AT THE CURB RETURN. EW3920842 USGShttp://www.geocaching.com/mark/details.asp?PID=EW3920842 USGSGeocacheGeocache842 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>842 USGS</h1> <b> PID </b> EW3920 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> LAKE CACHUMA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 32 54. (N) 119 52 54. (W) SCALED <br> <b> NAVD 88 </b> 258.73 (+/-2cm) 848.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.94 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 617,900. </td><td> 1,827,310. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 257.934 (m) 846.24 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU355267(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 842 LA <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1948 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1960 </td><td>POOR </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 17.9 MI SE FROM LOS OLIVOS. 17.9 MILES SOUTHEAST ALONG SAN MARCOS PASS ROAD (STATE HIGHWAY 150) FROM THE GRAMMAR SCHOOL AT LOS OLIVOS, 3.5 MILES EAST ALONG U.S. HIGHWAY 101 FROM THE SOUTHERN PACIFIC RAILROAD STATION AT GOLETA, THENCE 14.8 MILES NORTHWEST ALONG SAN MARCOS PASS ROAD (STATE HIGHWAY 150), ABOUT 100 FEET SOUTH OF SOME OLD ADOBE RUINS, 52 FEET SOUTH OF A LARGE OAK TREE, 23 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET SOUTHWEST OF A FENCE LINE, AND RIVETED ON TOP OF A 3 1/2 INCH IRON PIPE PROJECTING 2 FEET ABOVE THE GROUND AND ABOUT 12 FEET ABOVE THE LEVEL OF THE HIGHWAY. <p> <h2>STATION RECOVERY (1960) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 MARK RECOVERED IN POOR CONDITION. DZ009493 LAhttp://www.geocaching.com/mark/details.asp?PID=DZ009493 LAGeocacheGeocache93 LAUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>93 LA</h1> <b> PID </b> DZ0094 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> LOMPOC (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 38 36. (N) 120 27 28. (W) SCALED <br> <b> NAVD 88 </b> 30.34 (+/-2cm) 99.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.85 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 629,580. </td><td> 1,774,700. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 29.571 (m) 97.02 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD330364(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE IMBEDDED IN GROUND <br>STAMPING: 93 LA <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 04, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1956 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1964 </td><td>GOOD</td><td>NGS</td></tr><tr><td>19890404</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 AT LOMPOC. AT LOMPOC, 0.3 MILE NORTH ALONG NORTH H STREET (STATE HIGHWAY 1) FROM THE BANK OF AMERICA, AT THE INTERSECTION OF WEST LAUREL AVENUE, AT THE NORTHEAST CORNER OF THE LOMPOC GRADE SCHOOL YARD, 46 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 20.8 FEET WEST OF THE WEST CURB OF H STREET, 9.8 FEET SOUTH OF THE NORTHEAST CORNER OF A WIRE FENCE AROUND THE SCHOOL YARD, 3.5 FEET NORTH OF A STEEL GATE POST, 0.2 FEET EAST OF THE FENCE, ABOUT LEVEL WITH THE STREET, AND BLAZED ON THE TOP OF 3 1/2-INCH PIPE FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERED 1964 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. IN LOMPOC, AT THE INTERSECTION OF NORTH H STREET AND WEST LAUREL AVENUE. DELETE--3.5 FEET NORTH OF A STEEL GATE POST. DZ0220939 USGShttp://www.geocaching.com/mark/details.asp?PID=DZ0220939 USGSGeocacheGeocache939 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>939 USGS</h1> <b> PID </b> DZ0220 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> ZACA CREEK (1959) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 42 40. (N) 120 10 44. (W) SCALED <br> <b> NAVD 88 </b> 287.99 (+/-2cm) 944.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.36 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 636,510. </td><td> 1,800,430. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 287.177 (m) 942.18 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD583446(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 939 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1956 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 7.8 MI NW FROM BUELLTON. 7.8 MILES NORTHWEST ALONG U.S. HIGHWAY 101 FROM BUELLTON, SANTA BARBARA COUNTY AT THE JUNCTION OF A ROAD LEADING SOUTH TO A FARMHOUSE, 26.9 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 23.6 FEET EAST OF THE CENTERLINE OF THE SIDE ROAD, 11.4 FEET NORTH OF A POLE, AND 3 FEET HIGHER THAN THE HIGHWAY. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 939 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE. EW6795941 1340 H TIDALhttp://www.geocaching.com/mark/details.asp?PID=EW6795941 1340 H TIDALGeocacheGeocache941 1340 H TIDALNOSNOS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 1340 H TIDAL</h1> <b> PID </b> EW6795 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SANTA BARBARA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 24 50. (N) 119 41 27. (W) SCALED <br> <b> NAVD 88 </b> 4.128 (meters) 13.54 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.61 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 4.124 (meters) 13.53 (feet) COMP <br> <b> MODELED GRAV</b> 979,624.5 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>This Tidal Bench Mark is designated as VM 940 by the Center for Operational Oceanographic Products and Services. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 602,680. </td><td> 1,844,570. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 3.322 (m) 10.90 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU526113(NAD 83) <br>MARKER: DJ = TIDAL STATION DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: COPPER-CLAD STEEL ROD <br>STAMPING: 1340 H 1977 <br>MARK LOGO: NOS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 27, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1977 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890327</td><td>GOOD </td><td>NGS</td></tr><tr><td>20000225</td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 SANTA BARBARA. AT SANTA BARBARA, 0.05 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION, AT THE CROSSING OF STATE STREET AND THE RAILROAD, 98 FT. NORTHEAST OF THE CENTER LINE OF THE STREET, 14.5 FT. NORTHWEST OF THE NORTHWEST RAIL, 18 FT. SOUTH OF THE SOUTH WALL OF AN ADOBE RED TILE ROOFED BUILDING, THE DISK IS 3 INCHES BELOW THE LEVEL OF THE GROUND, ACCESS IS HAD THROUGH A 4-INCH PLASTIC PIPE. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. ADD--6.1 M (20.0 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF 2 BY 10 FOOT METAL BUILDING, AND 0.5 M (1.6 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK. <p> <h2>STATION RECOVERY (2000) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 2000 RECOVERED IN GOOD CONDITION. EW6796941 1340 J TIDALhttp://www.geocaching.com/mark/details.asp?PID=EW6796941 1340 J TIDALGeocacheGeocache941 1340 J TIDALNOSNOS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 1340 J TIDAL</h1> <b> PID </b> EW6796 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SANTA BARBARA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 24 50. (N) 119 41 12. (W) SCALED <br> <b> NAVD 88 </b> 3.053 (meters) 10.02 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.61 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 3.050 (meters) 10.01 (feet) COMP <br> <b> MODELED GRAV</b> 979,624.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <p>This Tidal Bench Mark is designated as VM 941 by the Center for Operational Oceanographic Products and Services. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 602,670. </td><td> 1,844,950. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 2.256 (m) 7.40 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU530113(NAD 83) <br>MARKER: DJ = TIDAL STATION DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: COPPER-CLAD STEEL ROD <br>STAMPING: 1340 J 1977 <br>MARK LOGO: NOS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 27, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1977 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890327</td><td>GOOD </td><td>NGS</td></tr><tr><td>20000225</td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 SANTA BARBARA. AT SANTA BARBARA, 266 FT. SOUTHWEST OF THE INTERSECTION OF SANTA BARBARA STREET AND CABRILLO BOULEVARD, 61.5 FT. SOUTHEAST OF THE CENTER LINE OF CABRILLO BOULEVARD, 24 FT. SOUTHEAST OF THE SOUTHEAST EDGE OF THE SOUTHEAST CURB OF BOULEVARD, 22 FT. SOUTHEAST OF A CONCRETE LIGHT POLE, 44.5 FT. SOUTHWEST OF THE CENTER OF A SIDEWALK. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. ADD--0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD, AND 0.08 M (0.3 FT) BELOW THE GROUND SURFACE. <p> <h2>STATION RECOVERY (2000) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 2000 RECOVERED IN GOOD CONDITION. EW6797941 1340 K TIDALhttp://www.geocaching.com/mark/details.asp?PID=EW6797941 1340 K TIDALGeocacheGeocache941 1340 K TIDALNOSNOS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 1340 K TIDAL</h1> <b> PID </b> EW6797 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SANTA BARBARA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 24 27. (N) 119 41 37. (W) SCALED <br> <b> NAVD 88 </b> 3.524 (meters) 11.56 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.67 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 3.521 (meters) 11.55 (feet) COMP <br> <b> MODELED GRAV</b> 979,624.5 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>This Tidal Bench Mark is designated as VM 12537 by the Center for Operational Oceanographic Products and Services. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 601,980. </td><td> 1,844,300. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 2.717 (m) 8.91 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU524106(NAD 83) <br>MARKER: DJ = TIDAL STATION DISK <br>SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: COPPER-CLAD STEEL ROD <br>STAMPING: 1340 K 1977 <br>MARK LOGO: NOS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 27, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1977 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890327</td><td>GOOD </td><td>NGS</td></tr><tr><td>20000226</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 SANTA BARBARA. O.2 MILE SOUTHEAST ALONG STATE STREET FROM THE TRAIN STATION AT SANTA BARBARA, THEN 0.4 MILE SOUTHWEST ALONG CABRILLO BOULEVARD, AT THE LOS BANOS DEL MAR SWIMMING POOL, 95.0 FT. SOUTHWEST OF THE WEST CORNER OF THE SWIMMING POOL OFFICE BUILDING, 33 FT. SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD, 3.5 FT. NORTHWEST OF A METAL LIGHT POLE, 1.0 FT. SOUTHEAST OF THE SOUTHEAST CURB OF THE BOULEVARD. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2000) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 2000 MARK NOT FOUND. EW3742941 1340 TIDAL 1http://www.geocaching.com/mark/details.asp?PID=EW3742941 1340 TIDAL 1GeocacheGeocache941 1340 TIDAL 1CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 1340 TIDAL 1</h1> <b> PID </b> EW3742 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SANTA BARBARA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 24 45. (N) 119 41 18. (W) SCALED <br> <b> NAVD 88 </b> 4.921 (meters) 16.14 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.62 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 4.916 (meters) 16.13 (feet) COMP <br> <b> MODELED GRAV</b> 979,624.8 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>This Tidal Bench Mark is designated as VM 936 by the Center for Operational Oceanographic Products and Services. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 602,520. </td><td> 1,844,800. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 4.117 (m) 13.51 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU529111(NAD 83) <br>MARKER: DJ = TIDAL STATION DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: GUARDRAIL <br>STAMPING: BM 1 1930 <br>MARK LOGO: CGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1930 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1951 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890327</td><td>GOOD </td><td>NGS</td></tr><tr><td>20000225</td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1951 AT SANTA BARBARA. AT SANTA BARBARA, 0.25 MILE SOUTHEAST OF THE SOUTHERN PACIFIC COMPANY RAILROAD STATION, 312 FEET NORTHEAST OF THE CENTER OF THE T JUNCTION OF STATE STREET AND CABRILLO BOULEVARD, AT A BRIDGE OVER MISSION CREEK, IN THE TOP OF THE EAST CONCRETE GUARDRAIL POST, 52 1/2 FEET SOUTHEAST OF THE CENTER LINE OF CABRILLO BOULEVARD, AND ABOUT 4 FEET HIGHER THAN THE BOULEVARD. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2000) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 2000 RECOVERED IN GOOD CONDITION. EW3741941 1340 TIDAL 2http://www.geocaching.com/mark/details.asp?PID=EW3741941 1340 TIDAL 2GeocacheGeocache941 1340 TIDAL 2CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 1340 TIDAL 2</h1> <b> PID </b> EW3741 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SANTA BARBARA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 24 29. (N) 119 41 35. (W) SCALED <br> <b> NAVD 88 </b> 3.928 (meters) 12.89 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.67 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 3.924 (meters) 12.87 (feet) COMP <br> <b> MODELED GRAV</b> 979,624.7 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>This Tidal Bench Mark is designated as VM 1823 by the Center for Operational Oceanographic Products and Services. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 602,040. </td><td> 1,844,360. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 3.122 (m) 10.24 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU524106(NAD 83) <br>MARKER: DJ = TIDAL STATION DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: SEAWALL <br>STAMPING: B M 2 1930 <br>MARK LOGO: CGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 27, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1930 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1951 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890327</td><td>GOOD </td><td>NGS</td></tr><tr><td>20000226</td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1951 AT SANTA BARBARA. AT SANTA BARBARA, ABOUT 1/2 MILE SOUTH OF THE SOUTHERN PACIFIC COMPANY RAILROAD STATION, 0.4 MILE SOUTHWEST ALONG WEST CABRILLO BOULEVARD FROM STEARNS WHARF, AT THE T JUNCTION OF CASTILLO STREET, IN THE TOP OF THE SOUTHWEST END OF A CONCRETE SEA WALL, 147 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE STREET, 58 FEET SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD, AND ABOUT 2 FEET HIGHER THAN THE BOULEVARD. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2000) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 2000 RECOVERED IN GOOD CONDITION. EW7026941 1340 TIDAL 3http://www.geocaching.com/mark/details.asp?PID=EW7026941 1340 TIDAL 3GeocacheGeocache941 1340 TIDAL 3NOSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> TIDAL BM </b> This is a Tidal Bench Mark. <br> <h1>941 1340 TIDAL 3</h1> <b> PID </b> EW7026 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SANTA BARBARA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 24 36. (N) 119 41 28. (W) SCALED <br> <b> NAVD 88 </b> 3.180 (meters) 10.43 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.65 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 3.177 (meters) 10.42 (feet) COMP <br> <b> MODELED GRAV</b> 979,624.9 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <p>This Tidal Bench Mark is designated as VM 12536 by the Center for Operational Oceanographic Products and Services. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 602,250. </td><td> 1,844,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 2.364 (m) 7.76 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU526109(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: NO 3 1973 <br>MARK LOGO: CGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 27, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1973 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890327</td><td>GOOD </td><td>NGS</td></tr><tr><td>20000225</td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 SANTA BARBARA. 0.2 MILE SOUTHEAST ALONG STATE STREET FROM THE TRAIN STATION AT SANTA BARBARA, THENCE 0.2 MILE SOUTHWEST ALONG CABRILLO BOULEVARD AT THE SOUTH CORNER OF A CONCRETE CATCH BASIN ACROSS THE BOULEVARD FROM THE AMBASSADOR MOTEL, 86.0 FT. SOUTHWEST OF A CONCRETE LIGHT POLE, 31 FT. SOUTHEAST OF THE CENTER LINE OF THE BOULEVARD, 1.0 FT. SOUTHEAST OF THE SOUTHEAST CURB OF THE BOULEVARD, 25.0 FT. NORTHWEST OF A 2 FT. HIGH SEAWALL. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2000) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 2000 RECOVERED IN GOOD CONDITION. DZ1000941 1405 TIDAL 4http://www.geocaching.com/mark/details.asp?PID=DZ1000941 1405 TIDAL 4GeocacheGeocache941 1405 TIDAL 4CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>941 1405 TIDAL 4</h1> <b> PID </b> DZ1000 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> GAVIOTA (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 28 16. (N) 120 12 22. (W) SCALED <br> <b> NAVD 88 </b> 7.553 (meters) 24.78 (feet) READJUSTED <br> <hr> <b> GEOID HEIGHT</b> -36.00 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 7.550 (meters) 24.77 (feet) COMP <br> <b> MODELED GRAV</b> 979,665.7 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> * READJUSTED, Code NC , SEE BELOW <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in February 1993. No vertical observational check was made to the station. * This is a READJUSTED BENCH MARK height. Code NC indicates the bench mark was located on a no-check spur therefore a value was not computed. The height was derived from older observations constrained to new heights in a crustal motion area. The height is approximate in relation to other heights in its vicinity. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 609,940. </td><td> 1,797,350. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 6.777 (m) 22.23 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD566179(NAD 83) <br>MARKER: DJ = TIDAL STATION DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE FOUNDATION <br>STAMPING: BM 4 1933 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1933 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890303</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 0.6 MI E FROM GAVIOTA. 0.55 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT GAVIOTA, NEAR THE WEST END OF THE BRIDGE OVER CIMENTERO CANYON, AT THE TENTH PIER EAST OF THE WEST END OF THE BRIDGE, IN THE WEST SIDE OF THE TOP OF A 7 X 7 X 4-FOOT HIGH CONCRETE FOUNDATION FOR THE SOUTH COLUMN OF THE PIER, 300 FEET WEST OF THE BENCH MARK W 1214, 350 FEET NORTHWEST OF BENCH MARK M 27, 2.7 FEET SOUTH OF THE NORTHWEST CORNER OF THE FOUNDATION, 0.5 FOOT EAST OF THE WEST EDGE, ABOUT 50 FEET LOWER THAN THE TRACK AND ABOUT 4 FEET ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 0.55 MILE EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF GAVIOTA STATION ROAD, NEAR THE WEST END OF THE BRIDGE OVER CIMENTERO CANYON, AT THE TENTH PIER EAST OF THE WEST END OF THE BRIDGE, IN THE WEST SIDE OF THE TOP OF A 7 BY 7 BY 4-FT. HIGH CONCRETE FOUNDATION FOR THE SOUTH COLUMN OF THE PIER, 300 FT. WEST OF BENCH MARK W 1214, 350 FT. NORTHWEST OF BENCH MARK M 27, 2.7 FT. SOUTH OF THE NORTHWEST CORNER OF THE FOUNDATION, 0.5 FT. EAST OF THE WEST EDGE. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 MARK NOT FOUND. DZ02789+47.18 BPRhttp://www.geocaching.com/mark/details.asp?PID=DZ02789+47.18 BPRGeocacheGeocache9+47.18 BPRBPRUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>9+47.18 BPR</h1> <b> PID </b> DZ0278 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SANTA YNEZ (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 35 13. (N) 120 01 42. (W) SCALED <br> <b> NAVD 88 </b> 170.37 (+/-2cm) 559.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.26 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 622,450. </td><td> 1,813,940. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 169.57 (m) 556.3 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD725312(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 9 47.18 553.25 29 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>BPR</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 4 MI SE FROM SANTA YNEZ. 4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT SANTA YNEZ, AT A POINT WHERE THE FORMER HIGHWAY PASSES THROUGH A STEEL GATE, 86 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 42.7 FEET SOUTH OF A FENCE, 30.8 FEET SOUTHWEST OF THE SOUTH END OF THE GATE, 22 FEET WEST OF A FENCE CORNER, 1.0 FOOT SOUTH OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE HIGHWAY, AND RIVETED ON TOP OF A 2 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND. DZ0243A 1043http://www.geocaching.com/mark/details.asp?PID=DZ0243A 1043GeocacheGeocacheA 1043CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1043</h1> <b> PID </b> DZ0243 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SOLVANG (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 33 16. (N) 120 11 29. (W) SCALED <br> <b> NAVD 88 </b> 184.00 (+/-2cm) 603.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.56 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 619,160. </td><td> 1,798,900. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 183.230 (m) 601.15 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD577272(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 1043 1960 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1960 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1960 4.3 MI S FROM BUELLTON. 4.3 MILES SOUTH ALONG U.S. HIGHWAY 101 FROM THE JUNCTION OF STATE HIGHWAY 150 AT BUELLTON, AT THE CROSSING OF A POWER LINE, IN TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF 36-INCH PIPE CULVERT D 92+09 UNDER THE HIGHWAY, 31 FEET EAST OF THE CENTER LINE OF THE NORTH BOUND LANES OF THE HIGHWAY, 1.1 FEET NORTH OF THE SOUTH END OF THE HEAD WALL, AND ABOUT 3 FEET LOWER THAN THE HIGHWAY. EW3734A 1044http://www.geocaching.com/mark/details.asp?PID=EW3734A 1044GeocacheGeocacheA 1044CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1044</h1> <b> PID </b> EW3734 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SANTA BARBARA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 25 07. (N) 119 38 19. (W) SCALED <br> <b> NAVD 88 </b> 11.052 (meters) 36.26 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.48 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 11.041 (meters) 36.22 (feet) COMP <br> <b> MODELED GRAV</b> 979,615.8 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 603,120. </td><td> 1,849,380. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 10.248 (m) 33.62 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU575117(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE <br>SP_SET: ABUTMENT <br>STAMPING: A 1044 1960 <br>MARK LOGO: CGS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 27, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1960 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890327</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1960 3.2 MI E FROM SANTA BARBARA. 3.2 MILES EAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT SANTA BARBARA, 0.1 MILE EAST OF CROSSING 373.9, 50 FEET NORTHWEST AND ACROSS THE TRACK FROM MILEPOLE 374, IN TOP OF THE NORTH END OF THE WEST SANDSTONE BLOCK ABUTMENT OF WOODEN BRIDGE 373.98, 8.0 FEET NORTH OF THE NORTH RIAL, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. DZ0973A 1050http://www.geocaching.com/mark/details.asp?PID=DZ0973A 1050GeocacheGeocacheA 1050CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1050</h1> <b> PID </b> DZ0973 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> TRANQUILLON MTN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 32 09. (N) 120 31 54. (W) SCALED <br> <b> NAVD 88 </b> 28.983 (meters) 95.09 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -36.04 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 28.956 (meters) 95.00 (feet) COMP <br> <b> MODELED GRAV</b> 979,705.1 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,705.2 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 617,830. </td><td> 1,767,630. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 28.218 (m) 92.58 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD265243(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: A 1050 1960 <br>MARK LOGO: CGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 04, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1960 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890404</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1960 15.2 MI SE FROM SURF. 15.15 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT SURF, 0.1 MILE WEST OF MILEPOLE 318, IN THE TOP AND 1.4 FEET EAST OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT UNDER THE TRACK, 14.5 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (1961) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 34.3 KM (21.30 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF GAVIOTA STATION ROAD IN GAVIOTA. EW5520A 1188http://www.geocaching.com/mark/details.asp?PID=EW5520A 1188GeocacheGeocacheA 1188CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1188</h1> <b> PID </b> EW5520 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> CUYAMA PEAK (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 48 02. (N) 119 27 01. (W) SCALED <br> <b> NAVD 88 </b> 926.41 (+/-2cm) 3039.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.55 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 645,220. </td><td> 1,867,300. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 925.545 (m) 3036.56 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU758536(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 1188 1968 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1968 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1977 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>19880128</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1968 24.2 MI SW FROM MARICOPA. 24.25 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE POST OFFICE AT MARICOPA, IN R24W T8N, SECTION 8, IN THE TOP AND 1.8 FEET SOUTHEAST OF THE NORTHWEST END OF THE SOUTHWEST CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT, 15 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 CULVERT DESTROYED. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1988 (RFW) MARK NOT FOUND. DZ0005A 1215http://www.geocaching.com/mark/details.asp?PID=DZ0005A 1215GeocacheGeocacheA 1215NGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1215</h1> <b> PID </b> DZ0005 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> TAJIGUAS (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 27 47. (N) 120 01 27. (W) SCALED <br> <b> NAVD 88 </b> 33.883 (meters) 111.16 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.84 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 33.849 (meters) 111.05 (feet) COMP <br> <b> MODELED GRAV</b> 979,643.1 (mgal) NAVD 88 <br> <b> OBS GRAVITY </b> 979,643.1 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 608,700. </td><td> 1,814,040. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 33.119 (m) 108.66 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD733175(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: WINGWALL <br>STAMPING: A 1215 1970 <br>MARK LOGO: CGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 27, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1970 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890327</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 11.4 MI E FROM GAVIOTA. 11.4 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT GAVIOTA, IN THE TOP AND 0.8 FOOT EAST OF THE WEST END OF THE NORTHWEST CONCRETE WING WALL OF A RAILROAD BRIDGE OVER CANADA DEL CAPITAN, 5.1 FEET NORTH OF THE NORTH RAIL AND ABOUT LEVEL WITH THE TRACK. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 11.4 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF GAVIOTA STATION ROAD, IN THE TOP AND 0.8 FT. EAST OF THE WEST END OF THE NORTHWEST CONCRETE WING WALL OF A STEEL RAILROAD BRIDGE OVER CANADA DEL CAPITAN, 5 FT. NORTH OF THE NORTH RAIL. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. DZ0147A 1216http://www.geocaching.com/mark/details.asp?PID=DZ0147A 1216GeocacheGeocacheA 1216NGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1216</h1> <b> PID </b> DZ0147 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SANTA MARIA (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 58 02. (N) 120 25 04. (W) SCALED <br> <b> NAVD 88 </b> 71.36 (+/-2cm) 234.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.21 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 665,410. </td><td> 1,779,230. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 70.540 (m) 231.43 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD357724(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: A 1216 1970 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1970 </td><td>MONUMENTED </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 1 MI E FROM SANTA MARIA. 1.05 MILE EAST ALONG EAST DONOVAN ROAD FROM THE JUNCTION OF NORTH BROADWAY AT SANTA MARIA, 0.35 MILE EAST OF JUNCTION OF U.S. HIGHWAY 101, 0.15 MILE WEST OF THE JUNCTION OF NORTH BAY AVENUE, 16 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE DECK OF A BRIDGE OVER A CONCRETE LINED CANAL, 0.6 FOOT WEST OF THE EAST END OF THE DECK, 1.2 FEET NORTH OF THE EAST END OF THE SOUTH GUARDRAIL, AND ABOUT LEVEL WITH THE ROAD. DZ0375A 244http://www.geocaching.com/mark/details.asp?PID=DZ0375A 244GeocacheGeocacheA 244CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 244</h1> <b> PID </b> DZ0375 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> CASMALIA (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 47 43. (N) 120 32 06. (W) SCALED <br> <b> NAVD 88 </b> 73.06 (+/-2cm) 239.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.79 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 646,600. </td><td> 1,768,050. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 72.270 (m) 237.11 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD255531(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: A 244 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1959 7.6 MI N FROM VANDENBERG AFB. 2.65 MILES NORTHEAST ALONG CALIFORNIA STREET FROM THE HEADQUARTERS OF THE FIRST MISSILE DIVISION ON VANDENBERG AIR FORCE BASE TO THE MAIN GATE AND THE INTERSECTION OF THE LOMPOC CASMALIA ROAD, THENCE 4.95 MILES NORTHWEST AND NORTH ALONG THE LOMPOC CASMALIA ROAD TO A DIRT SIDE ROAD ON THE LEFT, TURN LEFT ON DIRT ROAD AND THE MARK IS ON THE RIGHT, CENTERED BETWEEN THREE WHITE WITNESS POST SET IN THE TOP OF 12-INCH ROUND CONCRETE POST THAT PROJECTS 3 INCHES, 300 FEET NORTHEAST OF THE LOMPOC CASMALIA ROAD AND THE SAME ELEVATION. DZ0827A 245http://www.geocaching.com/mark/details.asp?PID=DZ0827A 245GeocacheGeocacheA 245CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 245</h1> <b> PID </b> DZ0827 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> GUADALUPE (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 55 25. (N) 120 37 12. (W) SCALED <br> <b> NAVD 88 </b> 152.63 (+/-2cm) 500.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.62 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 661,030. </td><td> 1,760,650. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 151.796 (m) 498.02 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD174671(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: A 245 1960 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1960 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1960 3.5 MI SW FROM GUADALUPE. 2.95 MILES SOUTH ALONG STATE HIGHWAY 1 FROM THE MAIN INTERSECTION IN GUADALUPE TO PT. SAL ROAD, TURN RIGHT, GO WEST, ON PT. SAL ROAD 3.4 MILES TO MARK ON LEFT. IT IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST THAT PROJECTS ABOUT 7 INCHES AND IS ABOUT 4 FEET HIGHER THAN THE ROAD, 30 FEET SOUTH OF THE CENTERLINE OF ROAD AND 2 FEET NORTH OF THE FENCE LINE. MARKED BY A WHITE WITNESS POST. DZ0190A 274http://www.geocaching.com/mark/details.asp?PID=DZ0190A 274GeocacheGeocacheA 274CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 274</h1> <b> PID </b> DZ0190 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> ORCUTT (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 45 43. (N) 120 26 45. (W) SCALED <br> <b> NAVD 88 </b> 95.02 (+/-2cm) 311.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.75 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 642,710. </td><td> 1,776,120. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 94.212 (m) 309.09 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD337496(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: A 274 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1970 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1959 8.1 MI S FROM ORCUTT. 0.1 MILE WEST ALONG CLARK AVENUE FROM THE POST OFFICE AT ORCUTT, THENCE 6.8 MILES SOUTH ALONG STATE HIGHWAY 1, THENCE 1.2 MILES SOUTHWEST ALONG SAN ANTONIO ROAD, AT THE T JUNCTION OF A DRIVE WAY LEADING SOUTH TO A RANCH HOUSE, 74 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 9.2 FEET WEST OF THE NORTHWEST CORNER OF A CATTLE GUARD, 2.0 FEET EAST OF A WITNESS POST, 2.5 FEET NORTH OF A FENCE, SET IN TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND, AND ABOUT LEVEL WITH THE ROAD. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. EW3867A 29http://www.geocaching.com/mark/details.asp?PID=EW3867A 29GeocacheGeocacheA 29CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 29</h1> <b> PID </b> EW3867 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> CARPINTERIA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 24 50. (N) 119 33 27. (W) SCALED <br> <b> NAVD 88 </b> 4.740 (meters) 15.55 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.32 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 4.735 (meters) 15.53 (feet) COMP <br> <b> MODELED GRAV</b> 979,619.7 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 602,480. </td><td> 1,856,830. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 3.952 (m) 12.97 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU649110(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE <br>SP_SET: ABUTMENT <br>STAMPING: A 29 1920 <br>MARK LOGO: CGS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 27, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1920 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890327</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 2.4 MI NW FROM CARPINTERIA. 2.45 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT CARPINTERIA, 0.25 MILE NORTHWEST OF MILEPOLE 379, IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF HIGHWAY BRIDGE 51-49 ON THE SOUTHEAST BOUND LANES OF U.S. HIGHWAY 101, 55.6 FEET NORTHEAST OF THE NORTHEAST RAIL, 34 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHEAST BOUND LANES OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. CHANGE--FROM THE STATION AT CARPINTERIA, TO FROM THE JUNCTION OF LINDEN AVENUE IN CARPINTERIA. EW3777A 371http://www.geocaching.com/mark/details.asp?PID=EW3777A 371GeocacheGeocacheA 371CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 371</h1> <b> PID </b> EW3777 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> GOLETA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 25 59. (N) 119 50 11. (W) SCALED <br> <b> NAVD 88 </b> 4.91 (+/-2cm) 16.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.76 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>This mark is at San Barbara Municipal Airport (SBA) <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 605,040. </td><td> 1,831,230. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 4.135 (m) 13.57 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU393138(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN <br>WITH SETTING: PAVEMENT <br>SP_SET: FLAG POLE BASE <br>STAMPING: A 371 1949 <br>MARK LOGO: CGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 16, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1949 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1973 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890316</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 1.3 MI SW FROM GOLETA. 0.95 MILE SOUTH FROM THE GOLETA VALLEY BRANCH PUBLIC LIBRARY ON FAIRVIEW AVE., THEN SOUTHWEST 0.3 MILE ON HOLLISTER AVE, THEN SOUTH TO NORMAN FIRESTONE DRIVE, 0.05 MILE SOUTHWEST ON NORMAN FIRESTONE DRIVE TO AIRPORT ADMINISTRATION BLDG., IN THE TOP OF THE NORTH SIDE OF A CONCRETE BASE FOR A FLAGPOLE, 55.5 FEET NORTH OF THE CENTER OF THE MAIN ENTRANCE TO THE BUILDING, 23 FEET SOUTH OF THE FOUNDATION FOR A PROPELLER MONUMENT DEDICATED TO U.S. MARINES, 1.2 FEET NORTH OF THE FLAGPOLE, AND ABOUT 0.3 FOOT HIGHER THAN A SIDEWALK. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. DELETE--0.7 MILE SOUTHWEST ALONG HOLLISTER AVENUE FROM THE POST OFFICE IN GOLETA. ADD--IN GOLETA, AT 601 NORMAN FIRESTONE ROAD. DZ0225A 528http://www.geocaching.com/mark/details.asp?PID=DZ0225A 528GeocacheGeocacheA 528CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 528</h1> <b> PID </b> DZ0225 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> ZACA CREEK (1959) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 43 28. (N) 120 13 02. (W) SCALED <br> <b> NAVD 88 </b> 227.03 (+/-2cm) 744.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.43 (meters) GEOID03 <br> <b> OBS GRAVITY </b> 979,599.6 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 638,060. </td><td> 1,796,950. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 226.210 (m) 742.16 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD548460(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: A 528 1956 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1956 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1956 3.7 MI SE FROM LOS ALAMOS. 3.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT LOS ALAMOS, 0.15 MILE NORTHWEST OF A STEEL WINDMILL, 0.1 MILE WEST OF AN INTERSECTION, ABOUT 300 FEET SOUTHEAST OF A OAK TREE, 199 FEET NORTHWEST OF THE NORTHWEST END OF THE SOUTHWEST WOODEN GUARDRAIL OF CONCRETE BOX CULVERT C 402+81, 40.1 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHWEST BOUND TRAFFIC LANE, 35.2 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHEAST BOUND TRAFFIC LANE, 11.2 FEET NORTHWEST OF A STEEL POST SUPPORTING GL. 405+00 35RT. SIGN, 2.0 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE NORTHEST BOUND LANE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 3.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 101 FROM THE UNDERPASS OF STATE HIGHWAY 135, 0.1 MILE WEST OF A CROSS OVER LANE, 40.1 FT. SOUTHWEST OF THE CENTER LINE OF THE NORTH BOUND LANES, 35.2 FT. NORTHEAST OF THE CENTER LINE OF THE SOUTH BOUND LANES. DZ0741A 537http://www.geocaching.com/mark/details.asp?PID=DZ0741A 537GeocacheGeocacheA 537CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 537</h1> <b> PID </b> DZ0741 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SURF (1974) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 38 36. (N) 120 30 36. (W) SCALED <br> <b> NAVD 88 </b> 20.39 (+/-2cm) 66.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.88 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 629,700. </td><td> 1,769,920. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 19.612 (m) 64.34 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD282363(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: A 537 1956 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1956 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>19890209</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1956 3.1 MI W FROM LOMPOC. 3.1 MILES WEST ALONG STATE HIGHWAY 150 FROM THE BANK OF AMERICA AT LOMPOC, AT THE T JUNCTION OF DOUGLAS AVENUE LEADING NORTH, 34 FEET SOUTHEAST OF THE CENTER OF THE T JUNCTION, 28.6 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET WEST OF A POWER LINE POLE WITH A GUY WIRE, 1.7 FEET EAST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 MARK NOT FOUND. EW5510A 604http://www.geocaching.com/mark/details.asp?PID=EW5510A 604GeocacheGeocacheA 604CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 604</h1> <b> PID </b> EW5510 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> CUYAMA PEAK (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 49 07. (N) 119 27 41. (W) SCALED <br> <b> NAVD 88 </b> 908.56 (+/-2cm) 2980.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.62 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 647,240. </td><td> 1,866,310. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 907.676 (m) 2977.93 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU748556(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: A 604 1942 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1942 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>19880128</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1942 24 MI S FROM MARICOPA. AT JUNCTION OF U.S. 399 AND QUATAL CANYON ROAD, SANTA BARBARA COUNTY, 75 FEET EAST OF U.S. 399 CENTERLINE, 42 FEET SOUTH OF QUATAL CANYON ROAD CENTERLINE. WITNESS POST SET BY MARK. A STANDARD DISK, STAMPED A 604 1942 AND SET IN THE TOP OF A CONCRETE POST. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1988 (RFW) MARK NOT FOUND. EW3736A 609http://www.geocaching.com/mark/details.asp?PID=EW3736A 609GeocacheGeocacheA 609CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 609</h1> <b> PID </b> EW3736 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SANTA BARBARA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 25 22. (N) 119 39 31. (W) SCALED <br> <b> NAVD 88 </b> 9.152 (meters) 30.03 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -35.47 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 9.143 (meters) 30.00 (feet) COMP <br> <b> MODELED GRAV</b> 979,610.9 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 603,620. </td><td> 1,847,550. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 8.346 (m) 27.38 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU556122(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: WINGWALL <br>STAMPING: A 609 1942 <br>MARK LOGO: CGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 27, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1942 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1970 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890327</td><td>GOOD </td><td>NGS</td></tr><tr><td>20010806</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 2 MI E FROM SANTA BARBARA. 2.0 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT SANTA BARBARA, IN TOP OF THE NORTHWEST END OF THE SOUTHEAST CONCRETE WING WALL OF A RAILROAD OVERPASS OVER AN ACCESS ROAD TO CABRILLO BOULEVARD, 6.3 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT LEVEL WITH THE TRACK. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2001) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. DZ0265A 65http://www.geocaching.com/mark/details.asp?PID=DZ0265A 65GeocacheGeocacheA 65CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 65</h1> <b> PID </b> DZ0265 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> LOS ALAMOS (1974) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 44 51. (N) 120 18 14. (W) SCALED <br> <b> NAVD 88 </b> 161.98 (+/-2cm) 531.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.57 (meters) GEOID03 <br> <b> OBS GRAVITY </b> 979,622.5 (mgal) GRAV_OBS <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. The observed gravity was obtained from relative gravimeter ties to the IGSN71 gravity network. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 640,800. </td><td> 1,789,070. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 161.169 (m) 528.77 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD468483(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: A 65 1927 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1927 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1956 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>DOD</td></tr><tr><td>1977 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 1.5 MI W FROM LOS ALAMOS. 0.6 MILE WEST ALONG U.S. HIGHWAY 101 FROM THE POST OFFICE AT LOS ALAMOS, THENCE 0.9 MILE WEST ALONG STATE HIGHWAY 2, AT THE T JUNCTION OF A TRACK ROAD LEADING SOUTH, ABOUT 300 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A RANCH HOUSE, 29.3 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 16 1/2 FEET WEST OF THE CENTER LINE OF A TRACK ROAD, 10.3 FEET WEST OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A BURIED CULVERT, 10.0 FEET WEST OF THE WEST END OF A BOARD GATE, 0.5 FOOT NORTH OF A FENCE, 1.0 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 1.5 MILES WEST ALONG STATE HIGHWAY 135 FROM THE POST OFFICE AT LOS ALAMOS, AT THE T-JUNCTION OF A DIRT ROAD LEADING SOUTH, ABOUT 300 FT. SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A RANCH HOUSE, 30.5 FT. SOUTH OF THE CENTER LINE OF THE HIGHWAY, 16.5 FT. WEST OF THE CENTER LINE OF THE DIRT ROAD, 7 FT. WEST OF THE CENTER LINE OF A METAL GATE, .5 FT. NORTH OF A FENCE, 33.4 FT. WEST OF BENCH MARK X 1294. EW3882A 659http://www.geocaching.com/mark/details.asp?PID=EW3882A 659GeocacheGeocacheA 659CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 659</h1> <b> PID </b> EW3882 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> LAKE CACHUMA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 33 14. (N) 119 54 41. (W) SCALED <br> <b> NAVD 88 </b> 264.11 (+/-2cm) 866.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -34.99 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 618,570. </td><td> 1,824,590. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 263.30 (m) 863.8 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU328274(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: A 659 1948 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1948 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 11.8 MI SE FROM SANTA YNEZ. 11.8 MILES SOUTHEAST ALONG STATE HIGHWAY 150 FROM THE POST OFFICE AT SANTA YNEZ, ON A SMALL KNOLL, 35 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 96 FEET NORTH-NORTHWEST OF HIGHWAY CULVERT MARKER POST B 433+00, 8 FEET NORTH-NORTHEAST OF A LARGE OAK TREE BEARING THE PAINTED LETTERS BM, 1.2 FEET WEST OF A WITNESS POST, ABOUT 3 1/2 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. DZ0106A 740http://www.geocaching.com/mark/details.asp?PID=DZ0106A 740GeocacheGeocacheA 740CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 740</h1> <b> PID </b> DZ0106 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> LOMPOC (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 42 15. (N) 120 26 22. (W) SCALED <br> <b> NAVD 88 </b> 137.27 (+/-2cm) 450.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.80 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 636,280. </td><td> 1,776,550. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 136.491 (m) 447.80 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD345432(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: A 740 1945 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1945 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1956 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1956 4.6 MI N FROM LOMPOC. 4.6 MILES NORTH ALONG STATE HIGHWAY 1 FROM THE BANK OF AMERICA AT LOMPOC, 0.5 MILE SOUTHWEST OF THE Y JUNCTION OF A PAVED ROAD LEADING SOUTHEAST, 293.4 FEET SOUTHWEST OF THE CENTER OF THE SOUTHEAST END OF 12-INCH CORRUGATED METAL PIPE CULVERT C-4.9, 22.2 FEET NORTHEAST OF TELEPHONE POLE S-9850-Y, 23.4 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTHEAST OF A POINT IN LINE WITH A ROW OF TELEPHONE POLES, 0.7 FOOT SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. DZ1529ABALONE 2http://www.geocaching.com/mark/details.asp?PID=DZ1529ABALONE 2GeocacheGeocacheABALONE 2CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ABALONE 2</h1> <b> PID </b> DZ1529 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> POINT CONCEPTION (1974) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 26 37.27953(N) 120 27 22.35365(W) ADJUSTED <br> <b> NAVD 88 </b> 15.4 (meters) 51. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 2.78 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -36.34 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 607,435.991 1</td><td>774,307.022</td><td> MT </td><td>0.99993643</td><td> -1 ' 24 00.2"</td></tr><tr><td>SPC CA 5 </td><td>1,992,896.25 5</td><td>821,205.62 </td><td> sFT </td><td>0.99993643</td><td> -1 ' 24 00.2"</td></tr><tr><td>UTM 10 </td><td>3,814,288.628 </td><td>733,713.028</td><td> MT </td><td>1.00027332</td><td> +1 ' 26 21.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 1.00000328 x 0.99993643 = 0.99993971 <br> <b>UTM 10 </b> 1.00000328 x 1.00027332 = 1.00027660 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 5 </td><td> POINT CONCEPTION LIGHTHO 1933 </td><td>293° 54' 56.7"</td></tr><tr><td>UTM 10 </td><td> POINT CONCEPTION LIGHTHO 1933 </td><td>291° 04' 34.6"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DZ1527</td><td>CONCEPTION NEAR RR STA TANK </td><td>APPROX. 1.1 KM</td><td>000° 29' 49.8"</td></tr><tr><td>DZ1539</td><td>TP 2 </td><td>209.580 METERS</td><td>039° 49' </td></tr><tr><td>DZ0154</td><td>ABALONE 2 AZ MK </td><td>388.413 METERS</td><td>102° 26' </td></tr><tr><td>CC1246</td><td>ABALONE 2 RM 1 </td><td> 13.525 METERS</td><td>159° 07' </td></tr><tr><td>CC1247</td><td>ABALONE 2 RM 2 </td><td> 9.580 METERS</td><td>241° 49' </td></tr><tr><td>DZ1537</td><td>POINT CONCEPTION LIGHTHO 1933 </td><td>APPROX. 1.5 KM</td><td>292° 30' 56.5"</td></tr><tr><td>DZ1532</td><td>CONCEPTION LIGHTHOUSE C CHIM </td><td>APPROX. 1.4 KM</td><td>296° 12' 47.1"</td></tr><tr><td>DZ1531</td><td>POINT CONCEPTION RED WATER TK </td><td>APPROX. 1.5 KM</td><td>297° 04' 07.8"</td></tr><tr><td>DZ1530</td><td>GOVERNMENT POINT CEN OF PLANT </td><td>218.534 METERS</td><td>313° 14' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 26 37.28451(N) 120 27 22.34054(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 34 26 37.33800(N) 120 27 18.76000(W) AD( ) 2 <br> NGVD 29 (04/21/89) 14.7 (m) 48. (f) VERT ANG <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD3371314289(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: TOP OF SQUARE CONCRETE MONUMENT <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1933 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1947 </td><td>SEE DESCRIPTION </td><td>MACCO</td></tr><tr><td>1964 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1975 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr><tr><td>1977 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr><tr><td>1981 </td><td>GOOD </td><td>DMA</td></tr><tr><td>1982 </td><td>GOOD </td><td>LOCENG</td></tr><tr><td>1985 </td><td>GOOD </td><td>NOS</td></tr><tr><td>1988 </td><td>GOOD </td><td>NOS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ) ON GOVERNMENT POINT, ABOUT 1 MILE SE OF POINT CONCEPTION LIGHTHOUSE. THE STATION IS ABOUT 36 PACES N OF THE SHORE CLIFF, ON THE SECOND POINT E OF THE POINT CONCEPTION LIGHTHOUSE. OLD STATION SEARCHED FOR AND NOT FOUND. <p> <h2>STATION RECOVERY (1947) </h2> <p>RECOVERY NOTE BY MACCO CORPORATION 1947 (JMA) STATION RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (HMH) STATION WAS RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (RBM) THE STATION WAS RECOVERED IN GOOD CONDITION. IT IS LOCATED ABOUT 1 MILE SOUTHEAST OF POINT CONCEPTION, ABOUT 1/4 MILE NORTHWEST OF THE SOUTHEAST TIP OF GOVERNMENT POINT, ABOUT 30 YARDS NORTHEAST OF THE TOP EDGE OF THE COASTAL BLUFFS, ON A GENTLE, SANDY MOUND AND ABOUT 50 FEET ABOVE SEA LEVEL. <p>THE STATION IS A STANDARD DISK STAMPED ABALONE 2 1933 SET IN THE TOP OF A 12 INCH SQUARE, CONCRETE MONUMENT, PROJECTING ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND AND ABOUT 3 FEET SOUTHWEST OF THE CENTER OF A SMALL, WOODEN, PYRAMIDAL, HYDROGRAPHIC SIGNAL. A VEHICLE CAN BE DRIVEN TO WITHIN 50 YARDS OF THE STATION. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1 MILE SE OF POINT CONCEPTION <p> <h2>STATION RECOVERY (1977) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (JPR) STATION WAS RECOVERED AS DESCRIBED IN THE 1975 RECOVERY NOTE IN GOOD CONDITION IN SEPTEMBER, 1977 BY NOAA SHIP RAINIER PERSONNEL. A RAYDIST NAVIGATION STATION WAS INSTALLED NEAR THE SITE OF THE TRIANGULATION STATION. PERMISSION MUST BE OBTAINED FROM THE OWNERS OF THE COJO/BIXBY RANCH TO GAIN ACCESS TO AND USE OF THE STATION. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 13 MILES AND 180 DEG T FROM LOMPOC. <p> <h2>STATION RECOVERY (1981) </h2> <p>RECOVERY NOTE BY DEFENSE MAP AGENCY 1981 (RS) ABALONE 2 1933 RECOVERED GOOD. <p>DISTANCE AND DIRECTION FROM NEAREST TOWN--APPROX. 5 MILES SE OF JALAMA CALIFORNIA. <p> <h2>STATION RECOVERY (1982) </h2> <p>RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (JE) ABALONE 2 1933 RECOVERED GOOD. <p>REFERENCE MARKS WERE SEARCHED FOR. <p>DESCRIPTION ADEQUATE. <p> <h2>STATION RECOVERY (1985) </h2> <p>RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (JWC) THE STATION WAS RECOVERED AT THIS DATE. THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1975. <p>HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK. <p>AN AZIMUTH MARK WAS SET 388.414 M EAST OF THE STATION, ABOUT 3 M WEST OF THE EDGE OF THE BLUFF. THE AZIMUTH MARK IS A STANDARD NOS DISK STAMPED---ABALONE 2 AZ 1985--- SET ONTO THE TOP OF A METAL PIPE SURROUNDED BY A MASS OF CONCRETE. <p>THE STATION IS LOCATED ON PROPERTY OWNED BY THE BIXBY RANCH CO. PERMISSION WAS GRANTED BY THE BIXBY RANCH CO., 911 STUDEBAKER ROAD, LONG BEACH, CALIFORNIA 90815. <p>DESCRIBED BY S. D. LAREAU <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (GWJ) THE DESIGNATED MARK WAS RECOVERED AS PREVIOUSLY DESCRIBED. THE STATION MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION. DZ0154ABALONE 2 AZ MKhttp://www.geocaching.com/mark/details.asp?PID=DZ0154ABALONE 2 AZ MKGeocacheGeocacheABALONE 2 AZ MKNOSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ABALONE 2 AZ MK</h1> <b> PID </b> DZ0154 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> POINT CONCEPTION (1974) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 26 34.56461(N) 120 27 07.49581(W) ADJUSTED <br> <b> NAVD 88 </b> 7.1 (meters) 23. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 2.65 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -36.33 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 607,343.105 1</td><td>774,684.139</td><td> MT </td><td>0.99993650</td><td> -1 ' 23 51.8"</td></tr><tr><td>SPC CA 5 </td><td>1,992,591.50 5</td><td>822,442.88 </td><td> sFT </td><td>0.99993650</td><td> -1 ' 23 51.8"</td></tr><tr><td>UTM 10 </td><td>3,814,214.512 </td><td>734,094.412</td><td> MT </td><td>1.00027552</td><td> +1 ' 26 30.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 1.00000459 x 0.99993650 = 0.99994109 <br> <b>UTM 10 </b> 1.00000459 x 1.00027552 = 1.00028011 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 26 34.56951(N) 120 27 07.48275(W) AD(1984.00) 3 <br> NGVD 29 (04/21/89) 6.4 (m) 21. (f) VERT ANG <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD3409414215(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE AND CONCRETE SURROUND <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1985 </td><td>MONUMENTED </td><td>NOS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (JWC) THE STATION IS LOCATED ON GOVERNMENT POINT. <p>TO REACH STATION FIRST RECOVER ---ABALONE 2 1933---, WHICH IS LOCATED 1 MILE SOUTHEAST OF POINT CONCEPTION, ABOUT 0.25 MI NORTHWEST OF THE SOUTHEAST TIP OF GOVERNMENT POINT, ABOUT 30 YARDS NORTHEAST OF THE TOP EDGE OF THE COASTAL BLUFFS, ON A GENTLE, SANDY MOUND AND ABOUT 50 FT ABOVE SEA LEVEL. ONCE LOCATING ABALONE, HEAD EAST 388.44 M TO STATION WHICH IS ABOUT 3 M WEST OF THE EDGE OF THE BLUFF. <p>THE AZIMUTH MARK IS A STANDARD NOS DISK STAMPED---ABALONE 2 1933 AZ 1985---, SET ONTO THE TOP OF A METAL PIPE SURROUNDED BY A MASS OF CONCRETE. <p>HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK. <p>THE STATION IS LOCATED ON PROPERTY OWNED BY THE BIXBY RANCH CO. PERMISSION MUST BE GRANTED BEFORE USING THE STATION. BIXBY RANCH CO., 911 STUDEBAKER ROAD, LONG BEACH, CALIFORNIA 90815 <p>DESCRIBED BY S. D. LAREAU EW8000AEROhttp://www.geocaching.com/mark/details.asp?PID=EW8000AEROGeocacheGeocacheAEROCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>AERO</h1> <b> PID </b> EW8000 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SANTA BARBARA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 24 35.40582(N) 119 42 31.04666(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 2.42 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -35.67 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p> <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 602,258.200 1</td><td>842,928.275</td><td> MT </td><td>0.99993975</td><td> -0 ' 58 26.2"</td></tr><tr><td>SPC CA 5 </td><td>1,975,908.78 6</td><td>046,340.52 </td><td> sFT </td><td>0.99993975</td><td> -0 ' 58 26.2"</td></tr><tr><td>UTM 11 </td><td>3,810,926.187 </td><td>251,038.339</td><td> MT </td><td>1.00036407</td><td> -1 ' 31 53.2"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 24 35.41299(N) 119 42 31.03409(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 34 24 35.43400(N) 119 42 27.55900(W) AD( ) 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU5103810926(NAD 83) <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1944 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (RRL) STATION IS A TALL SKELETON STEEL TOWER SUPPORTING AN AVIATION BEACON. IT IS NEAR THE SUMMIT OF LAVIGIA HILL JUST W OF THE CITY OF SANTA BARBARA. <p>NO SURFACE MARK WAS SET. DZ0790AIRPORThttp://www.geocaching.com/mark/details.asp?PID=DZ0790AIRPORTGeocacheGeocacheAIRPORTCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>AIRPORT</h1> <b> PID </b> DZ0790 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SURF (1974) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 43 45.11426(N) 120 34 34.34253(W) ADJUSTED <br> <b> NAVD 88 </b> 102.15 (+/-2cm) 335.1 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 2.35 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -35.88 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 639,371.747 1</td><td>764,094.864</td><td> MT </td><td>0.99992220</td><td> -1 ' 28 06.5"</td></tr><tr><td>SPC CA 5 </td><td>2,097,672.14 5</td><td>787,701.23 </td><td> sFT </td><td>0.99992220</td><td> -1 ' 28 06.5"</td></tr><tr><td>UTM 10 </td><td>3,845,688.014 </td><td>721,924.800</td><td> MT </td><td>1.00020707</td><td> +1 ' 22 53.0"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99998960 x 0.99992220 = 0.99991180 <br> <b>UTM 10 </b> 0.99998960 x 1.00020707 = 1.00019667 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 5 </td><td> AIRPORT AZ MK </td><td>318° 01' 21.3"</td></tr><tr><td>UTM 10 </td><td> AIRPORT AZ MK </td><td>315° 10' 21.8"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DZ1709</td><td>BEACON </td><td>APPROX. 1.0 KM</td><td>032° 22' 11.6"</td></tr><tr><td>DZ0788</td><td>AIRPORT RM 2 </td><td> 16.907 METERS</td><td>041° 19' </td></tr><tr><td>DZ0789</td><td>AIRPORT RM 1 </td><td> 17.372 METERS</td><td>131° 19' </td></tr><tr><td>DZ1714</td><td>TRANSMITTER BLDG </td><td>APPROX. 0.6 KM</td><td>220° 42' 59.5"</td></tr><tr><td>DZ1711</td><td>RECEIVER BLDG </td><td>APPROX. 0.8 KM</td><td>271° 01' 11.1"</td></tr><tr><td>DZ1710</td><td>TACAN </td><td>APPROX. 0.7 KM</td><td>297° 03' 32.5"</td></tr><tr><td>CC1263</td><td>AIRPORT AZ MK </td><td> </td><td>316° 33' 14.8"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 43 45.11689(N) 120 34 34.32885(W) AD(1984.00) 1 <br> NGVD 29 (??/??/92) 101.355 (m) 332.53 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD2192545688(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: AIRPORT 1960 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1960 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WRH) THE STATION IS LOCATED NEAR THE SOUTHWEST EDGE OF THE RUNWAY AT VANDENBERG AIR FORCE BASE, BETWEEN THE 4000-FOOT AND 5000-FOOT MARKERS. THE MARK IS A STANDARD BRONZE DISK, STAMPED AIRPORT 1960, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS CENTERED WITHIN THREE WHITE WITNESS POSTS AND IS 173.9 FEET SOUTHWEST OF THE EDGE OF THE RUNWAY. <p>REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK, STAMPED AIRPORT NO 1 1960, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS CENTERED WITHIN THREE WHITE WITNESS POSTS AND IS 168.9 FEET SOUTHWEST OF THE EDGE OF THE RUNWAY. <p>REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK, STAMPED AIRPORT NO 2 1960, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 3 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS CENTERED WITHIN THREE WHITE WITNESS POSTS AND IS 118.6 FEET SOUTHWEST OF THE EDGE OF THE RUNWAY. <p>THE AZIMUTH MARK IS A STANDARD BRONZE DISK, STAMPED AIRPORT 1960, SET IN THE TOP OF A SQUARE CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND. IT IS CENTERED WITHIN THREE WHITE WITNESS POSTS AND IS 172.5 FEET SOUTHWEST OF THE EDGE OF THE RUNWAY. <p>THE CENTER OF THE RUNWAY WAS MARKED BY A NAIL DRIVEN IN THE ASPHALT. <p>TO REACH THE STATION FROM FIRST MISSILE DIVISION HEADQUARTERS AT VANDENBERG AIR FORCE BASE, GO SOUTHWEST ON CALIFORNIA STREET FOR 0.1 MILE TO INTERSECTION WITH 18TH STREET, TURN LEFT AND GO SOUTHEAST ON 18TH STREET FOR 0.2 MILE TO INTERSECTION WITH NEVADA STREET, TURN RIGHT AND GO SOUTHWEST ON NEVADA STREET FOR 0.85 MILE TO INTERSECTION WITH 29TH STREET, TURN RIGHT AND GO NORTHWEST ON 29TH STREET FOR 1.5 MILES TO A NARROW OILED ROAD ON RIGHT, TURN RIGHT AND GO NORTHEAST FOR 0.15 MILE TO END OF PAVEMENT AT AN ORANGE AND WHITE RADAR TRAILER, THEN TURN LEFT AND GO CROSS-COUNTRY FOR ABOUT 0.05 MILE TO THE STATION AS DESCRIBED. <p>TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST, PARALLEL TO RUNWAY, FOR 0.5 MILE TO THE MARK AS DESCRIBED. <p> <h2>STATION RECOVERY (1960) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 2.8 MI WNW FROM VANDENBERG AFB. 0.1 MILE SOUTHWEST ALONG CALIFORNIA STREET FROM FIRST MISSILE DIVISION HEADQUARTERS AT VANDENBERG AIR FORCE BASE, THENCE 0.2 MILE SOUTHEAST ALONG 18TH STREET, THENCE 0.85 MILE SOUTHWEST ALONG NEVADA STREET, THENCE 1.5 MILES NORTHWEST ALONG 29TH STREET, THENCE 0.15 MILE ALONG A NARROW OILED ROAD, THENCE NORTHWEST, CROSS-COUNTRY, FOR ABOUT 250 FEET, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES AND CENTERED WITHIN THREE WHITE WITNESS POSTS. EW8091AIRPORT BCN SANTA BARBARA APThttp://www.geocaching.com/mark/details.asp?PID=EW8091AIRPORT BCN SANTA BARBARA APTGeocacheGeocacheAIRPORT BCN SANTA BARBARA APTCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>AIRPORT BCN SANTA BARBARA APT</h1> <b> PID </b> EW8091 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> GOLETA (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 25 12.04143(N) 119 50 04.10364(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.02 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -35.87 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>This mark is at San Barbara Municipal Airport (SBA) <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p> <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 603,590.727 1</td><td>831,380.956</td><td> MT </td><td>0.99993872</td><td> -1 ' 02 44.4"</td></tr><tr><td>SPC CA 5 </td><td>1,980,280.58 6</td><td>008,455.69 </td><td> sFT </td><td>0.99993872</td><td> -1 ' 02 44.4"</td></tr><tr><td>UTM 11 </td><td>3,812,371.667 </td><td>239,499.216</td><td> MT </td><td>1.00043655</td><td> -1 ' 36 11.2"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 25 12.06491(N) 119 50 04.07209(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 34 25 12.08600(N) 119 50 00.57500(W) AD( ) 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU3949912372(NAD 83) <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1960 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1971 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (WTJ) LOCATED ON A LOW HILL JUST EAST OF SE CORNER OF THE AIRPORT. ABOUT 900 FT. EAST OF RUNWAY END 33. 210 FT. EAST OF ROAD. 150 FT. NORTH OF AN E/W ROAD. ABOUT 2200 FT. SSE OF THE AIRLINE TERMINAL BUILDING. A STANDARD CAA BEACON SHOWING CLEAR AND GREEN LIGHT. MOUNTED ON THE TOP OF A STEEL FRAME TOWER, PAINTED RED AND WHITE AND IS ABOUT 60 FT. ABOVE THE GROUND. POINT OBSERVED ON, CENTER OF LIGHT. <p> <h2>STATION RECOVERY (1971) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (PDC) THE STATION HAS BEEN DESTROYED. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT SANTA BARBARA MUNICIPAL AIRPORT DZ0789AIRPORT RM 1http://www.geocaching.com/mark/details.asp?PID=DZ0789AIRPORT RM 1GeocacheGeocacheAIRPORT RM 1CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>AIRPORT RM 1</h1> <b> PID </b> DZ0789 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SURF (1974) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 43 45. (N) 120 34 33. (W) SCALED <br> <b> NAVD 88 </b> 102.39 (+/-2cm) 335.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.88 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 639,370. </td><td> 1,764,130. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 101.598 (m) 333.33 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD219456(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: AIRPORT NO 1 1960 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1960 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1960 2.8 MI WNW FROM VANDENBERG AFB. 0.1 MILE SOUTHWEST ALONG CALIFORNIA STREET FROM FIRST MISSILE DIVISION HEADQUARTERS AT VANDENBERG AIR FORCE BASE, THENCE 0.2 MILE SOUTHEAST ALONG 18TH STREET, THENCE 0.85 MILE SOUTHWEST ALONG NEVADA STREET, THENCE 1.5 MILES NORTHWEST ALONG 29TH STREET, 0.15 MILE NORTHEAST ALONG A NARROW OILED ROAD, THENCE NORTHWEST, CROSS-COUNTRY, FOR ABOUT 250 FEET, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES AND CENTERED WITHIN THREE WHITE WITNESS POSTS. DZ0788AIRPORT RM 2http://www.geocaching.com/mark/details.asp?PID=DZ0788AIRPORT RM 2GeocacheGeocacheAIRPORT RM 2CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>AIRPORT RM 2</h1> <b> PID </b> DZ0788 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SURF (1974) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 43 45. (N) 120 34 33. (W) SCALED <br> <b> NAVD 88 </b> 102.47 (+/-2cm) 336.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.88 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 639,370. </td><td> 1,764,130. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 101.684 (m) 333.61 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD219456(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: AIRPORT NO 2 1960 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1960 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1960 2.8 MI WNW FROM VANDENBERG AFB. 0.1 MILE SOUTHWEST ALONG CALIFORNIA STREET FROM FIRST MISSILE DIVISION HEADQUARTERS AT VANDENBERG AIR FORCE BASE, THENCE 0.2 MILE SOUTHEAST ALONG 18TH STREET, THENCE 0.85 MILE SOUTHWEST ALONG NEVADA STREET, THENCE 1.5 MILES NORTHWEST ALONG 29TH STREET, THENCE 0.15 MILE NORTHEAST ALONG A NARROW OILED ROAD, THENCE NORTHWEST, CROSS-COUNTRY, FOR ABOUT 250 FEET, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 3 INCHES AND CENTERED WITHIN THREE WHITE WITNESS POSTS. DZ1257AIRWAY BCN 10 E LAS CRUCEShttp://www.geocaching.com/mark/details.asp?PID=DZ1257AIRWAY BCN 10 E LAS CRUCESGeocacheGeocacheAIRWAY BCN 10 E LAS CRUCESCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>AIRWAY BCN 10 E LAS CRUCES</h1> <b> PID </b> DZ1257 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SOLVANG (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 30 47.63019(N) 120 10 11.23008(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 2.45 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -35.63 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p> <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 614,542.409 1</td><td>800,787.649</td><td> MT </td><td>0.99993069</td><td> -1 ' 14 12.5"</td></tr><tr><td>SPC CA 5 </td><td>2,016,211.22 5</td><td>908,084.15 </td><td> sFT </td><td>0.99993069</td><td> -1 ' 14 12.5"</td></tr><tr><td>UTM 10 </td><td>3,822,702.022 </td><td>759,819.887</td><td> MT </td><td>1.00043216</td><td> +1 ' 36 16.2"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 30 47.63684(N) 120 10 11.21115(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 34 30 47.67200(N) 120 10 07.67800(W) AD( ) 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD5982022702(NAD 83) <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1956 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RLE) THE STATION IS AT THE SUMMIT OF GAVOITA MOUNTAIN. IT IS A REVOLVING LIGHT SUPPORTED BY A 4-LEGGED STEEL STRUCTURE THAT IS PAINTED RED. IT HAS AN OVER-ALL HEIGHT OF 50 FT. AND THE REVOLVING LIGHT AT THE TOP WAS THE POINT OBSERVED UPON. <p>TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 101 AND STATE HIGHWAY 1 IN LAS CRUCES, GO N ON U.S. HIGHWAY 101 FOR 2.3 MI. TO A GATE ON THE RIGHT. PASS THRU GATE AND FOLLOW TRACK ROAD E FOR 1.6 MI. TO THE END OF TRUCK TRAVEL. FROM HERE PACK S UP WELL-MARKED TRAIL TO THE SUMMIT OF THE MOUNTAIN AND THE STATION. ABOUT A 90-MINUTE PACK. <p>THIS IS AN INTERSECTION STATION. DZ1333AIRWAY BCN 12 NE OF LOS ALAMOShttp://www.geocaching.com/mark/details.asp?PID=DZ1333AIRWAY BCN 12 NE OF LOS ALAMOSGeocacheGeocacheAIRWAY BCN 12 NE OF LOS ALAMOSCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>AIRWAY BCN 12 NE OF LOS ALAMOS</h1> <b> PID </b> DZ1333 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SISQUOC (1974) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 47 54.05619(N) 120 15 24.49467(W) ADJUSTED <br> <b> NAVD 88 </b> 494. (meters) 1621. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.80 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -35.36 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was scaled from a topographic map. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 646,337.366 1</td><td>793,509.707</td><td> MT </td><td>0.99992247</td><td> -1 ' 17 11.1"</td></tr><tr><td>SPC CA 5 </td><td>2,120,525.17 5</td><td>884,206.43 </td><td> sFT </td><td>0.99992247</td><td> -1 ' 17 11.1"</td></tr><tr><td>UTM 10 </td><td>3,854,111.292 </td><td>750,967.415</td><td> MT </td><td>1.00037637</td><td> +1 ' 33 58.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99992804 x 0.99992247 = 0.99985051 <br> <b>UTM 10 </b> 0.99992804 x 1.00037637 = 1.00030438 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 47 54.05926(N) 120 15 24.48077(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 34 47 54.12800(N) 120 15 20.92600(W) AD( ) 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD5096754111(NAD 83) <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1963 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1963 SEE STATION ALAMO DZ1334ALAMOhttp://www.geocaching.com/mark/details.asp?PID=DZ1334ALAMOGeocacheGeocacheALAMOCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ALAMO</h1> <b> PID </b> DZ1334 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SISQUOC (1974) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 47 54.58253(N) 120 15 24.42612(W) ADJUSTED <br> <b> NAVD 88 </b> 492.6 (meters) 1616. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.80 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -35.36 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 646,353.542 1</td><td>793,511.813</td><td> MT </td><td>0.99992247</td><td> -1 ' 17 11.0"</td></tr><tr><td>SPC CA 5 </td><td>2,120,578.25 5</td><td>884,213.34 </td><td> sFT </td><td>0.99992247</td><td> -1 ' 17 11.0"</td></tr><tr><td>UTM 10 </td><td>3,854,127.560 </td><td>750,968.714</td><td> MT </td><td>1.00037637</td><td> +1 ' 33 58.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99992823 x 0.99992247 = 0.99985070 <br> <b>UTM 10 </b> 0.99992823 x 1.00037637 = 1.00030457 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 5 </td><td> GETTY </td><td>233° 38' 23.3"</td></tr><tr><td>UTM 10 </td><td> GETTY </td><td>230° 47' 13.4"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>CC1264</td><td>ALAMO RM </td><td> 7.425 METERS</td><td>076° 54' </td></tr><tr><td>CC1265</td><td>ALAMO RM 2 </td><td> 8.270 METERS</td><td>196° 41' </td></tr><tr><td>DZ1335</td><td>GETTY </td><td>APPROX. 5.6 KM</td><td>232° 21' 12.3"</td></tr><tr><td>DZ1344</td><td>RICHFIELD NEON SIGN </td><td>APPROX.21.2 KM</td><td>309° 26' 11.6"</td></tr><tr><td>DZ1343</td><td>SANTA MARIA MUNICIPAL TANK </td><td>APPROX.23.1 KM</td><td>315° 19' 45.9"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 47 54.58562(N) 120 15 24.41229(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 34 47 54.65400(N) 120 15 20.85700(W) AD( ) 1 <br> NGVD 29 (07/19/86) 491.8 (m) 1614. (f) VERT ANG <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD5096954128(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1925 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1933 </td><td>GOOD </td><td>CGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>USGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>CGS</td></tr><tr><td>1963 </td><td>GOOD </td><td>CGS</td></tr><tr><td>1964 </td><td>GOOD </td><td>CGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>DMA</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1933 ABOUT 15 MILES SOUTHEAST OF SANTA MARIA, 4 MILES EAST OF NORTH OF LOS ALAMOS, AND ON FIRST HIGH HILL NORTHEAST OF SUMMIT OF HOLLAND GRADE BETWEEN SISQUOC AND LOS ALAMOS. HILL 1/2 MILE SOUTHWEST OF STATION IS SLIGHTLY HIGHER. TO REACH FROM SISQUOC, TAKE RIGHT-HAND (SOUTHERLY) ROAD AND GO 2.0 MILES, TURN LEFT AND GO 1.3 MILES, TURN RIGHT AND GO 2.6 MILES, TURN RIGHT AGAIN AND GO 2.1 MILES, TURN LEFT (LEAVING MAIN-TRAVELED ROAD) THROUGH GATE AND CATTLE GUARD (OIL RIG IS TO RIGHT OF ROAD 0.3 MILE BEFORE MAKING THIS BEND) AND GO 0.8 MILE TO VERY DEFINITE SADDLE TO NORTHWARD AND END OF TRUCK TRAVEL, PROCEED TO TOP OF RIDGE VIA SADDLE AND CONTINUE IN NORTHERLY DIRECTION TO ROCKY END OF RIDGE AND STATION SITE. MARKED BY STANDARD STATION DISK IN OUTCROPPING ROCK. REFERENCE MARK IS STANDARD REFERENCE DISK IN OUTCROPPING ROCK, 7.429 METERS (24.37 FEET) FROM STATION N 76 DEG 55 MIN E. IN 1933, STANDARD REFERENCE DISK (NO. 2) WAS ESTABLISHED IN OUTCROPPING ROCK, 8.27 METERS (27.1 FEET) FROM STATION S 16 DEG 42 MIN W. <p> <h2>STATION RECOVERY (1958) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958 TO REACH THE STATION FROM THE POST OFFICE IN SANTA MARIA, GO SE FOR 16.2 MI. ON U.S. HIGHWAY 101 TO HOWARD CANYON ROAD. FOLLOW HOWARD CANYON ROAD FOR ABOUT 4.3 MI. TO THE DIVIDE BETWEEN HOWARD AND CAT CANYONS. TURN RIGHT (UPHILL) FOR ABOUT 0.2 MI. TO A ROAD FORK. TAKE THE LEFT FORK FOR 0.1 MI. TO END OF TRUCK TRAVEL. CLIMB HILL TO E OF THE STATION SITE. STATION IS 54 FT. N OF AN AIRWAY BEACON. <p> <h2>STATION RECOVERY (1958) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (FJT) THE STATION MARK AND BOTH REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED. <p>TO REACH THE STATION FROM LOS ALAMOS, GO N ON U.S. HIGHWAY 101 FOR 1.35 MI. TO THE HOWARD CANYON ROAD ON THE RIGHT. TURN RIGHT (CROSSING NEW U.S. HIGHWAY 101) AND FOLLOW THE HOWARD CANYON ROAD NE FOR 3.3 MI. TO A FORK. TAKE THE LEFT ROAD AND GO 0.65 MI. TO A FORK. TAKE THE RIGHT ROAD AND GO 0.25 MI. TO A FORK. TAKE THE LEFT ROAD AND GO 0.15 MI. TO THE END OF TRUCK TRAVEL. FROM HERE PACK NE UP A TRAIL FOR 10-MIN. TO THE STATION AND A BEACON ON TOP OF THE MOUNTAIN. <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (CTH) STATION AND REFERENCE MARKS RECOVERED AS PREVIOUSLY DESCRIBED AND ALL MARKS FOUND INTACT. STATION IS ON THE SUMMIT OF A PEAK ALSO OCCUPIED BY AN AIRWAY BEACON, THE SURROUNDING TERRAIN WITHIN AN ACTIVE OIL FIELD. <p>REACHED FROM THE POSTOFFICE IN SISQUOC BY GOING SOUTH ON PALMER ROAD FOR 2.0 MILES, TURN LEFT ON CAT CANYON RD. FOR 1.8 MILES, KEEP RIGHT FORK, AND CONTINUE FOR 3.15 MILES, TAKE LEFT FORK AND GO 0.15 MILES AND GO 0.1 MILE TO AN OIL RIG AND END OF CAR TRAVEL, TAKE TRAIL UP HILL TO BEACON AND STATION SITE, ABOUT 0.1 MILE. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (WTJ) STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED. <p> <h2>STATION RECOVERY (1974) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (LDK) RECOVERED THE STATION MARK AND REFERENCE MARK IN GOOD CONDITION AS DESCRIBED. UNABLE TO LOCATE REFERENCE MARK NO. 2. THE AIRWAY BEACON HAS BEEN DESTROYED. <p>THE DESCRIPTION TO REACH WAS ADEQUATE. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4 MILES NORTH OF LOS ALAMOS. <p>HEIGHT OF LIGHT ABOVE STATION MARK 4.8 FEET. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (RLE) ALAMO 1925-GOOD <p>THE TWO REFERENCE MARKS WERE ALSO RECOVERED IN GOOD CONDITION. DZ0420ALAMOShttp://www.geocaching.com/mark/details.asp?PID=DZ0420ALAMOSGeocacheGeocacheALAMOSCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ALAMOS</h1> <b> PID </b> DZ0420 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> CASMALIA (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 47 37.57490(N) 120 34 02.04911(W) ADJUSTED <br> <b> NAVD 88 </b> 95.31 (+/-2cm) 312.7 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 0.84 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -35.81 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 646,511.255 1</td><td>765,099.033</td><td> MT </td><td>0.99992240</td><td> -1 ' 27 48.1"</td></tr><tr><td>SPC CA 5 </td><td>2,121,095.68 5</td><td>790,995.74 </td><td> sFT </td><td>0.99992240</td><td> -1 ' 27 48.1"</td></tr><tr><td>UTM 10 </td><td>3,852,870.690 </td><td>722,572.803</td><td> MT </td><td>1.00021061</td><td> +1 ' 23 19.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99999066 x 0.99992240 = 0.99991306 <br> <b>UTM 10 </b> 0.99999066 x 1.00021061 = 1.00020127 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 5 </td><td> ALAMOS AZ MK </td><td>143° 27' 41.8"</td></tr><tr><td>UTM 10 </td><td> ALAMOS AZ MK </td><td>140° 36' 34.1"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DZ0419</td><td>ALAMOS RM 1 </td><td> 11.398 METERS</td><td>055° 48' </td></tr><tr><td>CC1266</td><td>ALAMOS AZ MK </td><td> </td><td>141° 59' 53.7"</td></tr><tr><td>DZ1579</td><td>COOKE AFB WATER TANK </td><td>APPROX. 6.3 KM</td><td>228° 52' 00.3"</td></tr><tr><td>DZ0418</td><td>ALAMOS RM 2 </td><td> 6.926 METERS</td><td>323° 34' </td></tr><tr><td>DZ1660</td><td>HIGHEST PEAK ON LOSPE RIDGE </td><td>APPROX.14.0 KM</td><td>331° 54' 19.0"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 47 37.57704(N) 120 34 02.03546(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 34 47 37.64300(N) 120 33 58.43300(W) AD( ) 1 <br> NGVD 29 (??/??/92) 94.516 (m) 310.09 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD2257352871(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TILE PIPE <br>STAMPING: ALAMOS 1933 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1933 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1958 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1962 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ) STATION IS ON BUSHY SAND DUNE ABOUT 200 METERS FROM GROVE OF EUCALYPTUS TO SE AND ABOUT 1/2 MILE FROM GROVE OF TREES TO S. IT IS HIGHEST DUNE IN THIS VICINITY. <p>STATION AND REFERENCE MARKS ARE 4-INCH CAST-IRON SOIL PIPES. EACH BELLED ON BOTH ENDS, WITH STANDARD DISKS PLACED IN TOPS AND PIPES ALLOWED TO PROTRUDE ABOUT 1 FOOT ABOVE GROUND. <p>REFERENCE MARK NO. 1 IS TO NE AND NO. 2 NNW OF STATION. <p>REACHED FROM LOMPOC AS FOLLOWS--FROM FLAGPOLE GO N ON OCEAN AVENUE 2.0 MILES. TURN RIGHT ON FLORADALE AVENUE AND GO 2.3 MILES TO BRIDGE. CROSS BRIDGE KEEPING STRAIGHT AHEAD AND GO 1.5 MILES TO FORKS AT AA CLUB SIGN. TAKE LEFT FORK AND GO 2.3 MILES. KEEP ON MAIN ROAD TO RIGHT AND GO 3.1 MILES. GO THROUGH TWO GATES AND FOLLOW ALONG FENCE LINE AND GO 1.0 MILE. FENCE LINE ENDS, GO THROUGH GATE AND ROW OF TREES THEN TAKE RIGHT FORK DOWN WINDING ROAD CROSSING CANYON, 0.7 MILE. GO THROUGH GATE AND FOLLOW FENCE LINE 0.5 MILE. TAKE LEFT FORK ACROSS FIELD AND GO 0.2 MILE. TURN RIGHT THROUGH GATE AND UP HILL 0.7 MILE. TURN LEFT OUTSIDE RANCH YARD AND FOLLOW ALONG FENCE 0.2 MILE. TURN RIGHT THROUGH FENCE GATE, TURN SHARP LEFT DOWN FENCE AND CONTINUE ON ROAD 0.6 MILE TO ANOTHER FENCE AND GATE TURN RIGHT ALONG THIS FENCE, NOT GOING THROUGH, AND GO ABOUT 200 YARDS TO ANOTHER FENCE. LEAVE TRUCK AND GO ACROSS DUNES N ABOUT 1/2 MILE TO STATION. <p> <h2>STATION RECOVERY (1958) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (WRH) THE STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS WERE FOUND IN GOOD CONDITION. AN AZIMUTH MARK WAS ESTABLISHED. A COMPLETE DESCRIPTION FOLLOWS. <p>THE STATION IS LOCATED AIRLINE, ABOUT 12 MILES NORTHWEST OF LOMPOC, ABOUT 7-1/2 MILES SOUTHWEST OF ORCUTT, AND ABOUT 1-1/2 MILES NORTH OF SAN ANTONIO CREEK, ON THE HIGHEST PART OF A LOW, SANDY KNOLL. <p>THE STATION IS A STANDARD DISK STAMPED ALAMOS 1933 SET IN TOP OF A 4-INCH CAST-IRON SOIL PIPE WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND. IT IS ON THE HIGHEST PART OF THE SANDY KNOLL. <p>REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED ALAMOS NO 1 1933 SET IN TOP OF A 4-INCH CAST-IRON SOIL PIPE WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND AND IS ABOUT 1 FOOT HIGHER THAN THE STATION. <p>REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED ALAMOS NO 2 1933 SET IN TOP OF A 4-INCH CAST-IRON SOIL PIPE WHICH PROJECTS ABOUT 6 INCHES ABOVE THE GROUND AND IS ABOUT 6 INCHES LOWER THAN THE STATION. <p>THE AZIMUTH MARK IS A STANDARD DISK STAMPED ALAMOS 1933 SET IN TOP OF A CONCRETE CYLINDER WHICH IS ABOUT 10-INCHES IN DIAMETER AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND. IT IS 43 FEET NORTHWEST OF THE CENTER LINE OF A CROSS-ROAD. <p>TO REACH THE STATION FROM THE ADMINISTRATION BUILDING AT COOKE AIRFORCE BASE, GO NORTHEAST ON CALIFORNIA BOULEVARD FOR 1.0 MILE TO THE MAIN GUARD GATE. TURN LEFT ONTO LOMPOC-CASMALIA ROAD AND GO NORTHERLY FOR 3.0 MILES TO A SIDE ROAD, LEFT. TURN LEFT ON THE SIDE ROAD, PASS OVER A CATTLE GUARD AND GO WEST FOR 0.9 MILE. TAKE THE RIGHT FORK AND GO NORTHERLY FOR 0.9 MILE TO A CROSS-ROAD AND THE AZIMUTH MARK IN THE NORTHWEST ANGLE. CONTINUE STRAIGHT AHEAD, NORTH FOR 0.3 MILE TO A TRACK ROAD, LEFT. TURN LEFT ONTO THE TRACK ROAD AND GO WESTERLY FOR 0.1 MILE TO THE HIGHEST POINT OF THE KNOLL AND THE STATION. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962 5.3 MI N FROM VANDENBERG AFB. FROM THE INTERSECTION OF 13TH STREET AND AIRFIELD ROAD, AT VANDENBERG AIR FORCE BASE, GO NORTHWEST ON 13TH STREET FOR 2.2 MILES TO THREE ROAD FORKS, KEEP RIGHT AND CONTINUE NORTH 1.3 MILES TO THE SAN ANTONIO GATE, CONTINUE NORTH 0.3 MILE TO A FORK, TAKE THE RIGHT FORK AND CONTINUE NORTH 2.0 MILES TO A GRAVELED ROAD LEFT, TURN LEFT AND GO 0.15 MILE TO THE BASE OF THE HILL, FROM HERE LEFT UP THE HILL ON FOOT TO THE STATION, SET IN THE TOP OF A 4-INCH TILE PIPE THAT PROJECTS 18 INCHES ABOVE THE SURFACE OF THE GROUND AND ON THE HIGHEST POINT OF THE HILL. DZ0419ALAMOS RM 1http://www.geocaching.com/mark/details.asp?PID=DZ0419ALAMOS RM 1GeocacheGeocacheALAMOS RM 1CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ALAMOS RM 1</h1> <b> PID </b> DZ0419 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> CASMALIA (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 47 39. (N) 120 34 02. (W) SCALED <br> <b> NAVD 88 </b> 95.67 (+/-2cm) 313.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.81 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 646,560. </td><td> 1,765,100. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 94.873 (m) 311.26 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD225529(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TILE PIPE <br>STAMPING: ALAMOS NO 1 1933 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1933 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1962 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 5.3 MI N FROM VANDENBERG AFB. FROM THE INTERSECTION OF 13TH STREET AND AIRFIELD ROAD, AT VANDENBERG AIR FORCE BASE, GO NORTHWEST ON 13TH STREET FOR 2.2 MILES TO A THREE ROADS FORK, KEEP RIGHT AND CONTINUE NORTH 1.3 MILES TO THE SAN ANTONIO GATE, CONTINUE NORTH 0.3 MILE TO A FORK, TAKE THE RIGHT FORK AND CONTINUE NORTH 2.0 MILES TO A GRAVELED ROAD LEFT, TURN LEFT AND GO 0.15 MILE TO THE BASE OF THE HILL, FROM HERE LEFT UP THE HILL ON FOOT, SET IN THE TOP OF A 4-INCH TILE PIPE THAT PROJECTS 2 FEET ABOVE THE SURFACE OF THE GROUND, NORTH OF THE STATION AND CENTERED BY THREE WHITE WOODEN WITNESS POSTS. DZ0418ALAMOS RM 2http://www.geocaching.com/mark/details.asp?PID=DZ0418ALAMOS RM 2GeocacheGeocacheALAMOS RM 2CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ALAMOS RM 2</h1> <b> PID </b> DZ0418 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> CASMALIA (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 47 38. (N) 120 34 02. (W) SCALED <br> <b> NAVD 88 </b> 94.94 (+/-2cm) 311.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -35.81 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 646,520. </td><td> 1,765,100. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 94.146 (m) 308.88 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD225528(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TILE PIPE <br>STAMPING: ALAMOS NO 2 1933 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1933 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1962 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1962 5.3 MI N FROM VANDENBERG AFB. FROM THE INTERSECTION OF 13TH STREET AND AIRFIELD ROAD, AT VANDENBERG AIR FORCE BASE, GO NORTHWEST ON 13TH STREET FOR 2.2 MILES TO A THREE ROAD FORKS, KEEP RIGHT AND CONTINUE NORTH 1.3 MILES TO THE SAN ANTONIO GATE, CONTINUE NORTH 0.3 MILE TO A FORK, TAKE THE RIGHT FORK AND CONTINUE NORTH 2.0 MILES TO A GRAVELED ROAD LEFT, TURN LEFT AND GO 0.15 MILE TO THE BASE OF THE HILL, FROM HERE LEFT UP THE HILL ON FOOT, SET IN THE TOP OF A 4-INCH TILE PIPE THAT PROJECTS 2 FEET ABOVE THE SURFACE OF THE GROUND, WEST OF THE STATION AND CENTERED BY THREE WHITE WOODEN WITNESS POSTS. DY3128ALBERT 1934http://www.geocaching.com/mark/details.asp?PID=DY3128ALBERT 1934GeocacheGeocacheALBERT 1934CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ALBERT 1934</h1> <b> PID </b> DY3128 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SANTA CRUZ ISLAND C (1974) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 33 58 43.60652(N) 119 41 32.61047(W) ADJUSTED <br> <b> NAVD 88 </b> 302. (meters) 991. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -2.30 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -36.05 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 554,425.897 1</td><td>843,615.348</td><td> MT </td><td>1.00001227</td><td> -0 ' 57 52.9"</td></tr><tr><td>SPC CA 5 </td><td>1,818,978.96 6</td><td>048,594.69 </td><td> sFT </td><td>1.00001227</td><td> -0 ' 57 52.9"</td></tr><tr><td>UTM 11 </td><td>3,763,070.741 </td><td>251,267.017</td><td> MT </td><td>1.00036274</td><td> -1 ' 30 19.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99995829 x 1.00001227 = 0.99997056 <br> <b>UTM 11 </b> 0.99995829 x 1.00036274 = 1.00032102 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 5 </td><td> VALLEY PEAK 1 RESET </td><td>020° 51' 27.1"</td></tr><tr><td>UTM 11 </td><td> VALLEY PEAK 1 RESET </td><td>021° 23' 54.0"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DY3133</td><td>VALLEY PEAK 1 RESET </td><td>APPROX. 2.4 KM</td><td>019° 53' 34.2"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 33 58 43.61318(N) 119 41 32.60191(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 33 58 43.58100(N) 119 41 29.11500(W) AD( ) 3 <br> NGVD 29 (07/19/86) 301. (m) 988. (f) VERT ANG <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT5126763071(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE <br>SP_SET: SET IN TOP OF IRREGULAR CONCRETE <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1934 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CKG) LOCATED ON A HIGH RIDGE RUNNING IN NS DIRECION, LEADING FROM THE MAIN E-W RIDGE, TOWARDS THE SEA, LOCATED ABOUT 1/2 MILE E OF ALBERT ANCHORAGE. THE VALLEY FORMING THE E BOTTOM OF THIS RIDGE LEADS TO THE SEA, WITH A HALF TIDE LEDGE 100 METERS OFF SHORE (VISIBLE FROM THE STATION), AND THE ONLY OFFSHORE LEDGE IN THIS SECTION. STATION IS NOT ON TOP OF RIDGE BUT ABOUT 70 FEET LOWER AND TOWARDS THE SEA (ELEVATION 988 FEET) WHERE THE RIDGE PINCHES IN, THE TOP BEING ONLY ABOUT 10 METERS ACROSS AT STATION. <p>STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE AS DESCRIBED IN NOTE 1C. REFERENCE MARK NO. 1, AS DESCRIBED IN NOTE 12B, IS A STANDARD BRONZE DISK SET IN CONCRETE PROJECTING 6 INCHES IN OURCROPPING BEDROCK, 10 METERS UP THE CENTER OF THE RIDGE. <p>REFERENCE MARK NO.2 IS IN 2-FOOT BOULDER ON S SLOPE. IT IS A NAIL SET IN CEMENT. DZ1269ALISOShttp://www.geocaching.com/mark/details.asp?PID=DZ1269ALISOSGeocacheGeocacheALISOSCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ALISOS</h1> <b> PID </b> DZ1269 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> ZACA CREEK (1959) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 43 54.60090(N) 120 14 09.86747(W) ADJUSTED <br> <b> NAVD 88 </b> 206.2 (meters) 677. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.47 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -35.46 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 638,918.410 1</td><td>795,241.976</td><td> MT </td><td>0.99992218</td><td> -1 ' 16 28.5"</td></tr><tr><td>SPC CA 5 </td><td>2,096,184.82 5</td><td>889,889.72 </td><td> sFT </td><td>0.99992218</td><td> -1 ' 16 28.5"</td></tr><tr><td>UTM 10 </td><td>3,846,784.322 </td><td>753,067.573</td><td> MT </td><td>1.00038943</td><td> +1 ' 34 32.0"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99997320 x 0.99992218 = 0.99989538 <br> <b>UTM 10 </b> 0.99997320 x 1.00038943 = 1.00036262 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 5 </td><td> CARD </td><td>115° 07' 56.1"</td></tr><tr><td>UTM 10 </td><td> CARD </td><td>112° 16' 55.6"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DZ1266</td><td>CARD </td><td>APPROX. 6.0 KM</td><td>113° 51' 27.6"</td></tr><tr><td>CC1284</td><td>ALISOS RM 1 </td><td> 12.537 METERS</td><td>220° 18' </td></tr><tr><td>CC1285</td><td>ALISOS RM 2 </td><td> 5.678 METERS</td><td>334° 45' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 43 54.60517(N) 120 14 09.85173(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 34 43 54.67070(N) 120 14 06.29854(W) AD( ) 2 <br> NGVD 29 (07/19/86) 205.4 (m) 674. (f) VERT ANG <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD5306846784(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1974 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1974 (LDK) THIS STATION IS LOCATED APPROXIMATELY 3 MILES, AIRLINE, EAST OF LOS ALAMOS. IT IS ON THE NORTH SIDE OF STATE HIGHWAY 101 AND ON THE WEST SIDE OF ALISOS CANYON ROAD WITHIN THE COUNTY RIGHT OF WAY. <p>TO REACH THE STATION FROM THE U.S. POST OFFICE IN LOS ALAMOS AT BELL AND HELENA STREETS, GO EASTERLY ON BELL (STATE HIGHWAY 135) FOR 0.4 MILE TO MAIN STREET. TURN LEFT ON MAIN FOR 100 FEET TO THE ROUTE 101 SOUTHBOUND ON RAMP. TAKE 101 SOUTHBOUND FOR 2.2 MILES TO ALISOS CANYON ROAD ON THE LEFT. CROSS THE FREEWAY TO THE STATION ON THE LEFT BETWEEN THE HIGHWAY AND THE COUNTY FRONTAGE ROAD. <p>STATION MARKS ARE STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 INCH BRASS DISKS - STAMPED ALISOS 1974. THE SURFACE MARK IS SET IN THE TOP OF A 14-INCH CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND, 29 FEET WEST OF THE CENTERLINE OF ALISOS CANYON ROAD, 11 FEET SOUTH OF P.P. R8548Y AND 44 FEET NORTH OF THE R/W FENCE CORNER. <p>THE UNDERGROUND MARK IS SET IN CONCRETE 40 INCHES BELOW THE SURFACE. <p>REFERENCE MARK NO. 1, A STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 INCH BRASS DISK STAMPED ALISOS NO. 1 1974 IS SET IN THE TOP OF A 12 INCH CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND, LEVEL WITH THE STATION AND 3 FEET NORTHWEST OF THE R/W FENCE CORNER. <p>REFERENCE MARK NO. 2, A STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 INCH BRASS DISK STAMPED ALISOS NO. 2 1974 IS SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND, 13 FEET NORTHWEST OF P.P. R8548Y AND 5 FEET SOUTH OF A 4-INCH SQUARE POST FOR THE NEWSPAPER BOX. IT IS LEVEL WITH THE STATION. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.7 METERS. DZ1227ALTA 1860http://www.geocaching.com/mark/details.asp?PID=DZ1227ALTA 1860GeocacheGeocacheALTA 1860COASURUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ALTA 1860</h1> <b> PID </b> DZ1227 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SANTA ROSA ISLAND EAST (1943) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 33 56 34.75394(N) 120 01 40.23746(W) ADJUSTED <br> <b> NAVD 88 </b> 334. (meters) 1096. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -1.76 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -36.22 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was scaled from a topographic map. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 551,030.104 1</td><td>812,541.839</td><td> MT </td><td>1.00002080</td><td> -1 ' 09 21.2"</td></tr><tr><td>SPC CA 5 </td><td>1,807,837.93 5</td><td>946,647.68 </td><td> sFT </td><td>1.00002080</td><td> -1 ' 09 21.2"</td></tr><tr><td>UTM 10 </td><td>3,759,815.018 </td><td>774,702.162</td><td> MT </td><td>1.00053035</td><td> +1 ' 39 38.1"</td></tr><tr><td>UTM 11 </td><td>3,759,965.685 </td><td>220,149.111</td><td> MT </td><td>1.00056556</td><td> -1 ' 41 30.3"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99995329 x 1.00002080 = 0.99997409 <br> <b>UTM 10 </b> 0.99995329 x 1.00053035 = 1.00048362 <br> <b>UTM 11 </b> 0.99995329 x 1.00056556 = 1.00051883 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 5 </td><td> RIDGE RESET </td><td>344° 03' 11.9"</td></tr><tr><td>UTM 10 </td><td> RIDGE RESET </td><td>341° 14' 12.6"</td></tr><tr><td>UTM 11 </td><td> RIDGE RESET </td><td>344° 35' 21.0"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DZ1183</td><td>RIDGE RESET </td><td>APPROX. 4.4 KM</td><td>342° 53' 50.7"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 33 56 34.76653(N) 120 01 40.22345(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 33 56 34.76600(N) 120 01 36.76300(W) AD( ) 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGC7470259815(NAD 83) <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1860 </td><td>MONUMENTED </td><td>COASUR</td></tr><tr><td>1872 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1934 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (SF) ON THE TOP OF A SMOOTH, EGG-TOP HILL, THE HIGHEST IN THE VICINITY OF THE E POINT OF THE ISLAND, ABOUT 1200 YARDS FROM THE SHORE. <p>THE CENTER OF THE STATION WAS MARKED BY A REDWOOD STUB. FOUR REDWOOD STUBS, EACH WITH A COPPER TACK IN THE TOP, WERE PLACED APPROXIMATELY N, E, S, AND W AND EQUALLY DISTANT FROM THE CENTER. LINES JOINING THEM DIAGONALLY INTERSECT AT THE CENTER. THE FOUR STUBS SET IN 1860 WERE FOUND IN 1872. <p> <h2>STATION RECOVERY (1934) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CKG) A THOROUGH SEARCH OF THE HILLTOP FAILED TO REVEAL ANY TRACE OF THE STATION. EW8075ALTA 1873http://www.geocaching.com/mark/details.asp?PID=EW8075ALTA 1873GeocacheGeocacheALTA 1873CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ALTA 1873</h1> <b> PID </b> EW8075 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SANTA CRUZ ISLAND A (1974) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 02 25.35374(N) 119 50 38.42797(W) ADJUSTED <br> <b> NAVD 88 </b> 153. (meters) 502. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.09 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -35.85 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 561,503.670 1</td><td>829,732.190</td><td> MT </td><td>0.99999848</td><td> -1 ' 03 04.0"</td></tr><tr><td>SPC CA 5 </td><td>1,842,199.96 6</td><td>003,046.36 </td><td> sFT </td><td>0.99999848</td><td> -1 ' 03 04.0"</td></tr><tr><td>UTM 11 </td><td>3,770,282.244 </td><td>237,445.810</td><td> MT </td><td>1.00044986</td><td> -1 ' 35 34.5"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99998165 x 0.99999848 = 0.99998013 <br> <b>UTM 11 </b> 0.99998165 x 1.00044986 = 1.00043150 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 02 25.35690(N) 119 50 38.41331(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 34 02 25.36300(N) 119 50 34.94700(W) AD( ) 3 <br> NGVD 29 (07/19/86) 152. (m) 499. (f) VERT ANG <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKT3744670282(NAD 83) <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1873 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1934 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1873 (SF) ON THE HIGHEST PEAK AS SEEN FROM THE W END RANCH HOUSE LOOKING IN A NNE DIRECTION. THE N FACE OF THIS PEAK IS COVERED WITH LARGE OAK TREES, THERE ARE ALSO A FEW ON ITS SUMMIT. <p>THE STATION WAS MARKED USUALLY BY A HOLE IN THE BOTTOM OF A STONE BOTTLE SET IN THE GROUND, NECK DOWN, EVEN WITH THE SURFACE, AND BY 4 STONE BOTTLES SET IN THE GROUND NECK DOWN, EVEN WITH THE SURFACE, PLACED 2 FEET FROM THE CENTER TO THE N, E, S, AND W. NO CENTER BOTTLE WAS PLACED. <p> <h2>STATION RECOVERY (1934) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (CKG) RECOVERED AS DESCRIBED WITH THE FOLLOWING ADDITIONS--THE STATION IS LOCATED ON THE HIGHEST PEAK W OF DEVILS PEAK WHICH IS THE HIGHEST PEAK ON THE ISLAND. <p>THE ORIGINAL MOUND OR ROCKS SUPPORTING THE SIGNAL WAS FOUND AND A 1-INCH IRON PIPE PLACED BY LOCAL SURVEYOR (FLOURNOY) WAS ALSO LOCATED. <p>THE STATION WAS RE-MARKED AS FOLLOWS--A STANDARD DISK STAMPED ALTA 2 1873-1935 WAS SET IN CONCRETE. <p>REFERENCE MARK NO. 1 A STANDARD DISK SET IN CONCRETE STAMPED NO. 1 IN LINE WITH STATION RAG ON SIERRA BLANCA. DISTANCE 38.8 FEET. <p>REFERENCE MARK NO. 2 A STANDARD DISK SET IN CONCRETE AND STAMPED NO. 2 IN LINE WITH HYDROGRAPHIC MARK BLUFF. DISTANCE 35.75 FEET. <p>THE BEST WAY TO REACH THIS STATION IS TO SKIRT THE TOP OF THE E WALL OF THE CANYON LEADING DOWN TO THE SECOND BEACH W OF CUEVA VALDEZ ON THE N SIDE OF THE ISLAND. <p>REFERENCE MARK NO. 2 IS MARKED, AS DESCRIBED IN NOTE 12A, BY A STANDARD DISK STAMPED, ALTA NO. 2 1939, SET IN DRILL HOLE IN OUTCROPPING BEDROCK, N OF STATION. <p>ALL OBSERVATIONS FROM A 4-FOOT STAND. <p>STATION IS REACHED FROM OCEANSIDE AS FOLLOWS--GO N ON U.S. HIGHWAY 101 FOR 11.3 MILES, TURN RIGHT ON DIRT ROAD AT SIGN (HORNO CAMP) GO 0.25 MILE TO LOCKED GATE, JUST PAST RANCH BUILDINGS (SANTA MARGARITA RANCH KEY) CROSS OLD HIGHWAY AND CONTINUE UP CANYON 1.5 MILES TO HORNO CCC CAMP, CONTINUE THROUGH CAMP 0.3 MILE TO SMALL DRAW. HERE LEAVE ROAD AND BEAR LEFT UP CANYON 0.35 MILE AND END OF TRUCK TRAVEL. FROM THIS POINT THE STATION LIES NNW ABOUT 1.5 MILES, A 1 1/2-HOUR PACK. BEST ROUTE IS UP CANYON TO FENCE LINE THEN LEFT UP RIDGE TO SADDLE OF MAIN RIDGE THEN RIGHT TO HIGHEST POINT AND STATION. DZ1199ALTA 2http://www.geocaching.com/mark/details.asp?PID=DZ1199ALTA 2GeocacheGeocacheALTA 2CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ALTA 2</h1> <b> PID </b> DZ1199 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SANTA ROSA ISLAND EAST (1943) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 33 56 31.04241(N) 120 01 41.63768(W) ADJUSTED <br> <b> NAVD 88 </b> 334. (meters) 1096. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -1.77 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -36.23 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was scaled from a topographic map. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 550,916.493 1</td><td>812,503.581</td><td> MT </td><td>1.00002106</td><td> -1 ' 09 22.0"</td></tr><tr><td>SPC CA 5 </td><td>1,807,465.19 5</td><td>946,522.17 </td><td> sFT </td><td>1.00002106</td><td> -1 ' 09 22.0"</td></tr><tr><td>UTM 10 </td><td>3,759,699.605 </td><td>774,669.516</td><td> MT </td><td>1.00053013</td><td> +1 ' 39 37.2"</td></tr><tr><td>UTM 11 </td><td>3,759,852.375 </td><td>220,109.771</td><td> MT </td><td>1.00056583</td><td> -1 ' 41 30.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99995329 x 1.00002106 = 0.99997435 <br> <b>UTM 10 </b> 0.99995329 x 1.00053013 = 1.00048340 <br> <b>UTM 11 </b> 0.99995329 x 1.00056583 = 1.00051910 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 5 </td><td> FORD POINT TANK </td><td>214° 32' 07.5"</td></tr><tr><td>UTM 10 </td><td> FORD POINT TANK </td><td>211° 43' 08.3"</td></tr><tr><td>UTM 11 </td><td> FORD POINT TANK </td><td>215° 04' 16.4"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DZ1228</td><td>NEW ALTA </td><td>111.548 METERS</td><td>015° 03' </td></tr><tr><td>CB9546</td><td>ALTA 2 RM 2 </td><td> 14.810 METERS</td><td>018° 06' </td></tr><tr><td>DZ1196</td><td>FORD POINT TANK </td><td>APPROX. 3.6 KM</td><td>213° 22' 45.5"</td></tr><tr><td>CB9545</td><td>ALTA 2 RM 1 </td><td> 4.826 METERS</td><td>294° 17' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 33 56 31.04981(N) 120 01 41.62171(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 33 56 31.04100(N) 120 01 38.15500(W) AD( ) 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGC7467059700(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1934 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (CKG) ON THE HIGH HILL, THE HIGHEST ON THE SOUTHEASTERN PORTION OF THE ISLAND, THAT MARKS THE END OF THE RIDGE LEADING SOUTHEASTWARD FROM THE MAIN RIDGE JUST W OF PECHO. NOT ON THE TOP BUT ABOUT 110 METERS S NEAR A SMALL DROP OFF OF THE HILL. <p>SURFACE AND REFERENCE MARK NO. 1 ARE STANDARD BRONZE DISKS SET IN CONCRETE AS DESCRIBED IN NOTE 1C AND 11C. <p>REFERENCE MARK NO. 2 IS A 3/4-INCH GALVANIZED-IRON PIPE DRIVEN IN THE GROUND WITH CEMENT AROUND THE TOP. IN THE PIPE IS A GALVANIZED-EIGHT PENNY NAIL IN CEMENT. <p>A CAIRN OF ROCKS WAS BUILT UP AROUND ALL THE MARKS. <p>THE BEST WAY TO REACH THE STATION IS MAKE A BOAT LANDING JUST NORTH OF EAST POINT ON THE SANDY BEACH. MAKE FOR THE RIDGE THAT ENDS ON THE EASTERN PORTION OF THE ISLAND. HERE IS LOCATED STATION EAST POINT 2. FOLLOW THE RIDGE WESTWARD TO THE STATION. DZ1516ALTA RESEThttp://www.geocaching.com/mark/details.asp?PID=DZ1516ALTA RESETGeocacheGeocacheALTA RESETCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ALTA RESET</h1> <b> PID </b> DZ1516 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SACATE (1953) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 28 42.51098(N) 120 16 43.87566(W) ADJUSTED <br> <b> NAVD 88 </b> 306. (meters) 1004. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 0.92 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -35.99 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was scaled from a topographic map. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 610,909.797 1</td><td>790,688.161</td><td> MT </td><td>0.99993338</td><td> -1 ' 17 56.3"</td></tr><tr><td>SPC CA 5 </td><td>2,004,293.23 5</td><td>874,949.41 </td><td> sFT </td><td>0.99993338</td><td> -1 ' 17 56.3"</td></tr><tr><td>UTM 10 </td><td>3,818,571.408 </td><td>749,908.196</td><td> MT </td><td>1.00036988</td><td> +1 ' 32 28.4"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99995765 x 0.99993338 = 0.99989104 <br> <b>UTM 10 </b> 0.99995765 x 1.00036988 = 1.00032752 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 5 </td><td> BALD 2 </td><td>108° 42' 12.6"</td></tr><tr><td>UTM 10 </td><td> BALD 2 </td><td>105° 51' 47.9"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>CC1288</td><td>ALTA RM 1 </td><td> 8.824 METERS</td><td>023° 24' </td></tr><tr><td>DZ1517</td><td>BALD 2 </td><td>APPROX. 1.9 KM</td><td>107° 24' 16.3"</td></tr><tr><td>CC1289</td><td>ALTA RM 2 </td><td> 13.240 METERS</td><td>135° 24' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 28 42.51619(N) 120 16 43.86385(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 34 28 42.56200(N) 120 16 40.31700(W) AD( ) 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD4990818571(NAD 83) <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1872 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1933 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1947 </td><td>SEE DESCRIPTION </td><td>MACCO</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1872 (WEG) ON THE HIGHEST POINT OF A HIGH, SMOOTH HILL, THE FIRST ONE W OF THE CANADA ALEGRIA, THE SECOND LARGE CANADA W OF GAVIOTA CANYON, COVERED WITH WILD OATS, BRUSH, AND GRASS. IN THE CENTER OF THE ROCKY LEDGE OF WHITE STONES, VERY MUCH BROKEN, AND COVERING THE HIGHEST PEAK OF THE HILL. <p>A COPPER TACK IN THE TOP OF A REDWOOD STUB, 2 FEET IN THE GROUND, MARKED THE CENTER. THREE OR FOUR SIMILAR STUBS WERE PLACED 3 FEET FROM THE CENTER. <p> <h2>STATION RECOVERY (1933) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (FGJ) THE OLD REDWOOD STUB WAS FOUND, AND A STANDARD DISK WAS SET IN A BOULDER IN ITS PLACE. TWO NEW REFERENCE MARKS WERE ESTABLISHED. <p>ON THE HIGHEST POINT OF A HIGH SMOOTH HILL, THE FIRST ONE WEST OF CANADA ALEGRIA, THE SECOND LARGE CANYON WEST OF GAVIOTA CANYON, COVERED WITH WILD OATS, BRUSH AND GRASS, IN THE CENTER OF A ROCKY LEDGE OF WHITE STONES VERY MUCH BROKEN AND COVERING THE HIGHEST PART OF THE HILL, 3.7 MILES WEST OF GAVIOTA CANYON AND HIGHWAY 101. A PACK OF 15 MINUTES TO REACH THE STATION. <p>MAGNETIC BEARINGS WERE TAKEN TO THE REFERENCE MARKS, AND TO STATION BALD 2. <p> <h2>STATION RECOVERY (1947) </h2> <p>RECOVERY NOTE BY MACCO CORPORATION 1947 (JMA) STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD CONDITION. STATION FLAGGED AND PAINTED WHITE. DZ1732ALVADOhttp://www.geocaching.com/mark/details.asp?PID=DZ1732ALVADOGeocacheGeocacheALVADOCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ALVADO</h1> <b> PID </b> DZ1732 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> TRANQUILLON MTN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 35 33.64118(N) 120 37 01.04696(W) ADJUSTED <br> <b> NAVD 88 </b> 330. (meters) 1083. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 6.63 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -36.10 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was scaled from a topographic map. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 624,329.637 1</td><td>759,969.860</td><td> MT </td><td>0.99992593</td><td> -1 ' 29 30.1"</td></tr><tr><td>SPC CA 5 </td><td>2,048,321.48 5</td><td>774,167.78 </td><td> sFT </td><td>0.99992593</td><td> -1 ' 29 30.1"</td></tr><tr><td>UTM 10 </td><td>3,830,455.378 </td><td>718,551.225</td><td> MT </td><td>1.00018877</td><td> +1 ' 21 12.5"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99995390 x 0.99992593 = 0.99987984 <br> <b>UTM 10 </b> 0.99995390 x 1.00018877 = 1.00014266 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 5 </td><td> PROMONTORY </td><td>301° 04' 20.6"</td></tr><tr><td>UTM 10 </td><td> PROMONTORY </td><td>298° 13' 38.0"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>CC1290</td><td>ALVADO RM 1 </td><td> 25.675 METERS</td><td>170° 45' </td></tr><tr><td>CC1291</td><td>ALVADO RM 2 </td><td> 16.515 METERS</td><td>194° 28' </td></tr><tr><td>DZ1781</td><td>WINDMILL </td><td>APPROX. 2.8 KM</td><td>220° 20' 58.8"</td></tr><tr><td>DZ1777</td><td>CENTER TANK OF THREE TANKS </td><td>APPROX. 2.8 KM</td><td>220° 30' 56.8"</td></tr><tr><td>DZ1789</td><td>PROMONTORY </td><td>APPROX. 2.6 KM</td><td>299° 34' 50.5"</td></tr><tr><td>DZ1782</td><td>POLE ON GRAVEL BUNKERS </td><td>APPROX. 2.5 KM</td><td>301° 52' 01.1"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 35 33.64454(N) 120 37 01.03497(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 34 35 33.70000(N) 120 36 57.42800(W) AD( ) 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD1855130455(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: IN A DRILL HOLE IN ROCK LEDGE <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1933 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1959 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1961 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ) STATION WAS PUT ON SAME HILL AS ALVORD (1874) AND OLD HUB WAS MEASURED. THE STATION IS ON BUSHY HILL, ON SECOND HIGH RIDGE FROM RAILROAD STATION NO. 49. <p>STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE IN A BOULDER AS DESCRIBED IN NOTE 4. <p>REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK IN A BOULDER AS DESCRIBED IN NOTE 12C AND IS TO SE OF STATION. <p>REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK IN A BOULDER AS DESCRIBED IN NOTE 12C AND IS TO S OF STATION. ANY OF THE OTHER STATIONS IN THIS VICINITY ARE CLOSE ENOUGH TO USE AS AZIMUTHS. <p>THE STATION IS REACHED FROM RAILROAD STATION NO. 49 AS FOLLOWS-- <p>GO E ACROSS GRASSY RIDGE TO FENCE. GO N ALONG FENCE TO WIRE GATE. CROSS GULLY OPPOSITE GATE TO TRAIL ON S SIDE OF GULLY, GO ALONG TRAIL ABOUT 1/4 MILE AND ASCEND UP STEEP RIDGE TO STATION. ABOUT 40-MINUTE PACK. <p> <h2>STATION RECOVERY (1959) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (WRH) ALL MARKS AT THIS STATION WERE RECOVERED IN GOOD CONDITION. THE DIRECTIONS TO THE REFERENCE MARKS CHECKED. THE DISTANCES TO THE REFERENCE MARKS WERE FOUND TO BE SHORTER THAN THE ORIGINAL MEASUREMENTS AND IT IS ASSUMED THAT THE ORIGINAL MEASUREMENTS WERE SLOPE DISTANCES. <p>THE STATION IS ABOUT 9 MILES WEST-SOUTHWEST OF LOMPOC, 3-1/4 MILES WEST BY NORTH FROM TRANQUILLON MOUNTAIN AND 2 MILES NORTHEAST OF POINT ARGUELLO. IT IS ABOUT 0.1 MILE EAST OF THE MOST WESTERLY POINT OF THE RIDGE EXTENDING FROM TRANQUILLON MOUNTAIN AND IS APPROXIMATELY 1100 FEET IN ELEVATION. IT IS ON LAND OWNED BY THE SUDDEN ESTATE, THE PURCHASE OF WHICH IS PLANNED BY THE GOVERNMENT. <p>THE STATION MARK, STAMPED ALVADO 1933, IS A STANDARD DISK SET IN BEDROCK AND PROJECTS 1 INCH ABOVE THE GROUND. IT IS ON THE CREST OF THE RIDGE AND ON THE HIGHEST POINT IN THE IMMEDIATE VICINITY. <p>REFERENCE MARK 1, STAMPED ALVADO NO 1 1933, IS A STANDARD DISK SET IN AN OUTCROPPING LEDGE THAT PROJECTS ABOUT 2 FEET. IT IS ON THE CREST OF THE RIDGE AND ABOUT 2 FEET LOWER THAN THE STATION MARK. <p>REFERENCE MARK 2, STAMPED ALVADO NO 2 1933, IS A STANDARD DISK SET IN OUTCROPPING ROCK THAT PROJECTS 1 INCH ABOVE THE SURFACE. IT IS ON THE SOUTH SLOPE OF THE RIDGE AND ABOUT 4 FEET LOWER THAN THE STATION MARK. <p>A FOUR-WHEEL-DRIVE VEHICLE CAN PROBABLY BE DRIVEN TO WITHIN 50 YARDS OF THE STATION BY APPROACHING IT FROM THE VICINITY OF POINT ARGUELLO. HOWEVER, THIS WAS NOT POSSIBLE AT THE TIME OF RECOVERY BECAUSE OF LOCKED GATES. THE STATION WAS REACHED AS FOLLOWS-- <p>TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 1 AND 150, IN LOMPOC, GO WEST ON STATE HIGHWAY 150, TOWARD SURF, FOR 4.0 MILES TO THE INTERSECTION OF LA SALLE CANYON ROAD ON THE LEFT. TURN LEFT AND CONTINUE SOUTHERLY ON THE LA SALLE CANYON ROAD FOR 1.45 MILES TO A GATE AND SENTRY STATION AT THE ENTRANCE TO THE NAVAL RESERVATION. PASS THROUGH THE GATE AND CONTINUE ON THE MAIN ROAD FOR 1.2 MILES TO A ROAD INTERSECTION AT THE TOP OF A RIDGE. CONTINUE STRAIGHT AHEAD ON THE ROAD TO TRANQUILLON MOUNTAIN FOR 4.55 TO A FORK. TAKE THE RIGHT FORK AND CONTINUE WESTERLY ON THE PAVED ROAD ALONG THE CREST OF THE MAIN RIDGE FOR 2.15 MILES TO A DIRT ROAD FORK DROPPING OFF ON THE RIGHT. BEAR RIGHT, OFF THE MAIN ROAD, AND CONTINUE WESTERLY ON THE DIRT ROAD FOR 1.3 MILES TO THE END OF TRUCK TRAVEL, AT A GATE THAT HAS BEEN CLOSED WITH PLANKS AND SPIKES. FROM THE END OF TRUCK TRAVEL THE STATION IS ABOUT 1 MILE TO THE WEST. CROSS THE FENCE LINE AT THE GATE AND BEAR LEFT ON THE ROAD LEADING UP HILL FOR 200 YARDS TO A ROAD INTERSECTION. BEAR RIGHT AND CONTINUE WESTERLY ON THE ROAD FOR 1/3 MILE TO WHERE IT BEARS LEFT AROUND A POINT OF THE RIDGE. HERE LEAVE THE ROAD AND CONTINUE WESTERLY ALONG THE CREST OF THE RIDGE FOR 2/3 MILE TO THE NEXT TO THE LAST POINT ON THE RIDGE AND THE STATION, ABOUT A 3/4-HOUR PACK FROM THE END OF TRUCK TRAVEL. <p> <h2>STATION RECOVERY (1961) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (WRH) THE STATION, REFERENCE MARK NO. 1 AND REFERENCE MARK NO. 2 WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION. A NEW AND COMPLETE DESCRIPTION FOLLOWS-- <p>THE STATION IS LOCATED ON THE SECOND KNOLL TO THE EAST FROM THE WEST END OF A RIDGE ON THE POINT ARGUELLO NAVAL MISSILE FACILITY, ABOUT 10 MILES WEST-SOUTHWEST OF LOMPOC, 6.5 MILES SOUTH OF SURF AND 2.3 MILES NORTHEAST OF POINT ARGUELLO. <p>TO REACH THE STATION FROM THE SENTRY POST AT THE SURF ENTRANCE TO THE POINT ARGUELLO NAVAL MISSILE FACILITY, GO SOUTH, PARALLEL TO COAST LINE FOR 5.45 MILES TO POINT WHERE THE ROAD TURNS EAST AND A GATE TO THE SUDDEN ESTATE STRAIGHT AHEAD. TURN LEFT AND GO EASTERLY FOR 2.3 MILES UP STEEP GRADE TO A HIGH BANK ON LEFT AND SIDE ROAD ON RIGHT. TURN RIGHT AND GO SOUTH UP STEEP GRADE FOR 0.05 MILE TO A FORK. TAKE THE RIGHT FORK AND FOLLOW BLADED ROAD UP STEEP GRADE FOR 0.15 MILE TO A FORK. TAKE THE RIGHT FORK AND FOLLOW BLADED ROAD ALONG THE NORTH SIDE OF THE RIDGE FOR 0.3 MILE TO A FORK AT THE POINT WHERE THE ROAD CROSSES THE TOP OF THE RIDGE. TAKE THE RIGHT FORK FOR ABOUT 100 FEET TO A FORK. TAKE THE LEFT FORK AND FOLLOW TRACK ROAD WESTERLY FOR 0.45 MILE TO END OF ROAD. PACK NORTHWESTERLY ABOUT 0.1 MILE TO STATION. <p>THE STATION IS A STANDARD DISK, STAMPED ALVADO 1933, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 3 INCHES. IT IS 11 FEET SOUTH OF A CAIRN. <p>REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED ALVADO NO 1 1933, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 3 FEET. IT IS ABOUT 6 FEET LOWER THAN THE STATION AND IS 1 FOOT NORTH OF A CAIRN. <p>REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED ALVADO NO 2 1933, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND. IT IS ABOUT 6 FEET LOWER THAN THE STATION AND IS 1 FOOT EAST OF A CAIRN. DZ0368ALVINhttp://www.geocaching.com/mark/details.asp?PID=DZ0368ALVINGeocacheGeocacheALVINCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ALVIN</h1> <b> PID </b> DZ0368 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> CASMALIA (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 46 29.55588(N) 120 32 26.38813(W) ADJUSTED <br> <b> NAVD 88 </b> 141.41 (+/-2cm) 463.9 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 1.21 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -35.82 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 644,354.255 1</td><td>767,476.914</td><td> MT </td><td>0.99992221</td><td> -1 ' 26 53.6"</td></tr><tr><td>SPC CA 5 </td><td>2,114,018.92 5</td><td>798,797.18 </td><td> sFT </td><td>0.99992221</td><td> -1 ' 26 53.6"</td></tr><tr><td>UTM 10 </td><td>3,850,834.066 </td><td>725,055.788</td><td> MT </td><td>1.00022431</td><td> +1 ' 24 11.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99998342 x 0.99992221 = 0.99990564 <br> <b>UTM 10 </b> 0.99998342 x 1.00022431 = 1.00020773 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 5 </td><td> ALAMOS </td><td>312° 12' 41.4"</td></tr><tr><td>UTM 10 </td><td> ALAMOS </td><td>309° 21' 36.0"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>CC1292</td><td>ALVIN RM 1 </td><td> 13.378 METERS</td><td>185° 23' </td></tr><tr><td>DZ0420</td><td>ALAMOS </td><td>APPROX. 3.2 KM</td><td>310° 45' 47.8"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 46 29.55856(N) 120 32 26.37441(W) AD(1984.00) 1 <br> NGVD 29 (??/??/92) 140.621 (m) 461.35 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD2505650834(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: ALVIN 1962 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1962 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1962 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (WRH) THE STATION IS LOCATED ON THE VANDENBERG AIR FORCE BASE, ABOUT 1.0 MILE EAST OF THE LOMPOC-CASMALIA ROAD, 0.5 MILE NORTHWEST OF THE I.C.C. BUILDING AND 0.2 MILE WEST OF THE COTAR FIELD. <p>TO REACH THE STATION FROM THE MAIN GATE AT VANDENBERG AIR FORCE BASE, GO NORTHWEST ON THE LOMPOC-CASMALIA ROAD FOR 0.65 MILE TO A PAVED ROAD RIGHT, TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR 0.2 MILE TO A FORK, KEEP THE LEFT FORK AND CONTINUE NORTHERLY FOR 0.8 MILE TO THE I.C.C. BUILDING, CIRCLE TO THE LEFT AROUND THE BUILDING AND CONTINUE ON THE ROAD LEADING TO THE COTAR FIELD FOR 0.3 MILE TO A SURFACED SIDE ROAD ON THE LEFT, TURN LEFT AND GO SOUTHWEST FOR 0.25 MILE TO THE STATION ON THE RIGHT. <p>THE STATION MARK, A STANDARD DISK, STAMPED ALVIN 1962, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE BLOCK PROJECTING 1-INCH ABOVE THE GROUND. IT IS 43 FEET NORTH OF 4 BY 6 WHITE WITNESS POST AND 20 FEET WEST OF A BURIED CABLE SIGN. <p>REFERENCE MARK NUMBER 1, IS A 4-INCH SQUARE BRASS PLATE, STAMPED PTJ, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE BLOCK FLUSH WITH THE GROUND. IT IS 20 FEET WEST OF A PARKING LOT AND 2 FEET EAST OF A 4 BY 6 WHITE WITNESS POST. <p>REFERENCE MARK NUMBER 2, A PLAIN BRASS DISK, STAMPED SKY SCREEN PAD 030906 1962, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE BLOCK FLUSH WITH THE GROUND. IT IS 10 FEET SOUTHEAST OF A JUNCTION BOX. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS. <p> <h2>STATION RECOVERY (1962) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 2.2 MI N FROM VANDENBERG AFB. FROM THE MAIN GATE AT VANDENBERG AIR FORCE BASE, GO NORTHWEST ON THE LOMPOC-CASMALIA ROAD FOR 0.65 MILE TO A PAVED ROAD RIGHT, TURN RIGHT AND GO NORTH ON THE PAVED ROAD FOR 0.2 MILE TO A FORK, KEEP THE LEFT FORK AND CONTINUE NORTHERLY FOR 0.8 MILE TO THE I.C.C. BUILDING, CIRCLE TO THE LEFT AROUND THE BUILDING AND CONTINUE ON THE ROAD LEADING TO THE COTAR FIELD FOR 0.3 MILE TO A SURFACED SIDE ROAD LEFT, TURN LEFT AND GO SOUTHWEST FOR 0.25 MILE TO THE STATION, SET IN THE TOP OF A 12-INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH ABOVE THE SURFACE OF THE GROUND, 43 FEET NORTH OF 4 BY 6 WHITE WITNESS POST AND 20 FEET WEST OF A BURIED CABLE SIGN. DZ1349ALVINhttp://www.geocaching.com/mark/details.asp?PID=DZ1349ALVINGeocacheGeocacheALVINCADTCADH Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ALVIN</h1> <b> PID </b> DZ1349 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SANTA MARIA (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 57 36.53973(N) 120 25 00.47385(W) ADJUSTED <br> <b> NAVD 88 </b> 75.1 (meters) 246. (feet) GPS OBS <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> X </b> -2,649,394.867 (meters) COMP <br> <b> Y </b> -4,512,752.334 (meters) COMP <br> <b> Z </b> 3,634,267.445 (meters) COMP <br> <b> LAPLACE CORR</b> 4.65 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> 39.91 (meters) (08/05/94) GPS OBS <br> <b> GEOID HEIGHT</b> -35.24 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <b> ELLP ORDER </b> FOURTH CLASS II <br> <p>The horizontal coordinates were established by GPS observations and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was determined by GPS observations and a high-resolution geoid model. <p>The X, Y, and Z were computed from the position and the ellipsoidal ht. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The ellipsoidal height was determined by GPS observations and is referenced to NAD 83. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 664,621.090 1</td><td>779,304.989</td><td> MT </td><td>0.99992876</td><td> -1 ' 22 39.4"</td></tr><tr><td>SPC CA 5 </td><td>2,180,511.03 5</td><td>837,603.12 </td><td> sFT </td><td>0.99992876</td><td> -1 ' 22 39.4"</td></tr><tr><td>UTM 10 </td><td>3,871,671.750 </td><td>735,863.313</td><td> MT </td><td>1.00028569</td><td> +1 ' 28 51.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99999374 x 0.99992876 = 0.99992250 <br> <b>UTM 10 </b> 0.99999374 x 1.00028569 = 1.00027942 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 5 </td><td> MARTINEZ </td><td>338° 45' 19.9"</td></tr><tr><td>UTM 10 </td><td> MARTINEZ </td><td>335° 53' 49.4"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>CC1293</td><td>ALVIN RM 1 </td><td> 4.059 METERS</td><td>056° 22' </td></tr><tr><td>CC1294</td><td>ALVIN RM 2 </td><td> 4.313 METERS</td><td>303° 13' </td></tr><tr><td>DZ1351</td><td>MARTINEZ </td><td>APPROX. 3.9 KM</td><td>337° 22' 40.5"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1992)</b> 34 57 36.53972(N) 120 25 00.47394(W) AD(1991.35) 1 <br> <b> NAD 83(1986)</b> 34 57 36.54383(N) 120 25 00.45427(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 34 57 36.62012(N) 120 24 56.87034(W) AD( ) 2 <br> NGVD 29 (07/19/86) 74.4 (m) 244. (f) VERT ANG <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD3586371672(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: ALVIN 1974 <br>MARK LOGO: CADH <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - October 01, 2003 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1974 </td><td>MONUMENTED </td><td>CADT</td></tr><tr><td>1974 </td><td>GOOD </td><td>CADT</td></tr><tr><td>19930521</td><td>GOOD </td><td>CADT</td></tr><tr><td>20030403</td><td>GOOD </td><td>CADT</td></tr><tr><td>20031001</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1974 (LDK) THIS STATION IS LOCATED IN THE NORTHEAST QUARTER OF THE CITY OF SANTA MARIA WITHIN THE CITIES RIGHT OF WAY ON ALVIN AVENUE EAST OF STATE HIGHWAY 101 NEAR THE OVERCROSSING BRIDGE. <p>TO REACH THE STATION FROM THE U.S. POST OFFICE IN SANTA MARIA AT SOUTH LINCOLN AND WEST CYPRESS STREETS, PROCEED NORTH ON LINCOLN FOR TWO BLOCKS TO WEST MAIN STREET. TURN RIGHT EAST, ON MAIN FOR ONE BLOCK TO BROADWAY. TURN LEFT, NORTH, ON BROADWAY FOR 0.51 MILE TO ALVIN AVENUE. TURN RIGHT, EAST, ON ALVIN FOR 1.1 MILES TO THE STATION ON THE RIGHT. <p>STATION MARKS ARE STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 INCH BRASS DISKS STAMPED ALVIN 1974. THE SURFACE MARK IS SET IN THE TOP OF A 14-INCH CONCRETE CYLINDER FLUSH WITH THE SURFACE, 28 FEET SOUTH OF THE CENTERLINE, 3 FEET SOUTH OF THE SIDEWALK AND 270 FEET EAST OF THE EAST END OF THE SOUTH BRIDGE RAIL ON THE OVERCROSSING BRIDGE. THE UNDERGROUND MARK IS SET IN CONCRETE 40 INCHES BELOW THE SURFACE. <p>REFERENCE MARK NO. 1, A STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 INCH BRASS DISK STAMPED ALVIN NO. 1 1974 IS EPOXIED IN A DRILL HOLE IN THE TOP OF THE SOUTH CURB AND IS 1.2 FEET BELOW THE STATION. <p>REFERENCE MARK NO. 2, A STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 INCH BRASS DISK STAMPED ALVIN NO. 2 1974 IS EPOXIED IN A DRILL HOLE IN THE TOP OF THE SOUTH CURB AND IS 0.4 FOOT ABOVE THE STATION. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS. <p> <h2>STATION RECOVERY (1974) </h2> <p>RECOVERY NOTE BY CALTRANS 1974 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1993) </h2> <p>RECOVERY NOTE BY CALTRANS 1993 THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS DESCRIBED WITH THE FOLLOWING REVISIONS. $ THE STATION IS 40 FT (12.2 M) SOUTH OF THE CENTERLINE OF ALVIN AVENUE, 39.5 FT (12.0 M) NORTH OF A 7.5-FT HIGH BLOCK WALL, 2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS POST, AND LEVEL WITH THE ROAD. $ THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. <p> <h2>STATION RECOVERY (2003) </h2> <p>RECOVERY NOTE BY CALTRANS 2003 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2003) </h2> <p>RECOVERY NOTE BY CALTRANS 2003 RECOVERED IN GOOD CONDITION. EW7918AMAThttp://www.geocaching.com/mark/details.asp?PID=EW7918AMATGeocacheGeocacheAMATCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>AMAT</h1> <b> PID </b> EW7918 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> WHITE LEDGE PEAK (1988) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 22 49.57239(N) 119 28 54.63839(W) ADJUSTED <br> <b> NAVD 88 </b> 71. (meters) 233. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 4.40 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -35.53 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was scaled from a topographic map. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 598,666.759 1</td><td>863,726.193</td><td> MT </td><td>0.99994292</td><td> -0 ' 50 40.8"</td></tr><tr><td>SPC CA 5 </td><td>1,964,125.86 6</td><td>114,575.02 </td><td> sFT </td><td>0.99994292</td><td> -0 ' 50 40.8"</td></tr><tr><td>UTM 11 </td><td>3,807,131.205 </td><td>271,807.822</td><td> MT </td><td>1.00024189</td><td> -1 ' 24 07.4"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99999446 x 0.99994292 = 0.99993739 <br> <b>UTM 11 </b> 0.99999446 x 1.00024189 = 1.00023635 <br> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>CC1295</td><td>AMAT RM 1 </td><td> 61.625 METERS</td><td>071° 51' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 22 49.58285(N) 119 28 54.62697(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 34 22 49.60600(N) 119 28 51.19800(W) AD( ) 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SKU7180807131(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1927 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1930 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1933 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1950 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1951 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1956 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1957 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1957 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1975 </td><td>SEE DESCRIPTION </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1927 (HO) STATION IS ABOUT 3 MILES SE OF CARPENTERIA, NEAR THE WESTERN EDGE OF A SMALL CULTIVATED FIELD ON A HILLSIDE ABOUT 5/8 MILE NW OF THE MOUTH OF RINCON CREEK. ON THE W EDGE OF THE FIELD AND SLOPING DOWN TOWARD THE OCEAN IS A ROW OF EUCALYPTUS TREES, RUNNING ABOUT N AND S. ABOUT 100 METERS FROM THE SOUTHERN END OF THE ROW OF TREES, THERE IS A BREAK FILLED WITH SMALLER WILLOW AND PEPPER TREES. STATION IS ABOUT 8 METERS E OF THE EDGE OF THE CLUMP OF SMALLER TREES, AND ABOUT 65 METERS SW OF THE WAGON ROAD WHICH RUNS ALONG THE NE SIDE OF THE FIELD. <p>STATION IS MARKED BY A STANDARD BRONZE DISK, AS DESCRIBED IN NOTE 1A, IN THE TOP OF A LARGE BLOCK OF CONCRETE, AND PROJECTS 8 INCHES ABOVE THE GROUND. UNDERGROUND MARK IN BLOCK OF CONCRETE, AS DESCRIBED IN NOTE 7A, 3-1/2 FEET BELOW SURFACE. REFERENCE MARK IS STANDARD BRONZE TABLET, AS DESCRIBED IN NOTE 11A, IN CONCRETE POST NE FROM THE STATION AND ABOUT 1/2 METER S OF THE LINE OF TELEPHONE POLES ALONG THE ROAD MENTIONED ABOVE. <p>TO REACH THE STATION FROM CARPINTERIA, TAKE THE COAST HIGHWAY SE FOR 3 MILES, TO A 30 DEG BEND IN THE ROAD, AT A POINT WHERE THE ROAD DESCENDS TO THE MOUTH OF RINCON CREEK. AT THIS POINT THERE IS AN OLD ROAD WHICH CONTINUES IN A STRAIGHT LINE, AND BORDERS THE CULTIVATED FIELD IN WHICH THE STATION IS LOCATED. <p> <h2>STATION RECOVERY (1930) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (LDG) RECOVERED AS DESCRIBED. MARKS IN GOOD CONDITION. <p>THE COAST HIGHWAY HAS BEEN RE-LOCATED IN THE VICINITY OF THE STATION AND THE NEW RIGHT-OF-WAY PASSES ON THE SEAWARD SIDE OF THE HILL ON WHICH THE STATION IS LOCATED. THE DIRT ROAD MENTIONED IN THE ORIGINAL DESCRIPTION ENTERS THE NEW HIGHWAY ABOUT 25 METERS E OF THE INTERSECTION OF THE OLD AND NEW HIGHWAYS. <p> <h2>STATION RECOVERY (1933) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (CKG) STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION. <p>REFERENCE MARK LOST. AN OIL PIPE LINE HAS BEEN LAID ALONG THE LINE OF TELEPHONE POLES WHERE THE REFERENCE MARK WAS LOCATED AND THE MARK WAS PROBABLY DESTROYED AT THAT TIME. <p> <h2>STATION RECOVERY (1950) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (JDK) STATION IS ABOUT 3 MILES SE OF CARPINTERIA, NEAR THE WESTERN EDGE OF A SMALL CULTIVATED FIELD ON A HILLSIDE ABOUT 5/8 MILE NW OF THE MOUTH OF RINCON CREEK. ON THE W END OF THE FIELD AND SLOPING DOWN TOWARD THE OCEAN IS A ROW OF EUCALYPTUS TREES, RUNNING ABOUT N AND S ABOUT 100 YARDS FROM THE SOUTHERN END OF THE ROW OF TREES THERE IS A BREAK FILLED WITH SMALLER WILLOW AND PEPPER TREES. STATION IS ABOUT 25 FT. E OF THE EDGE OF THE CLUMP OF SMALLER TREES. THE STATION IS ON THE E. SIDE OF THE HIGHWAY AT STATIONING 28+88 AS PER HIGHWAY SURVEYORS STAKES, 0.5 MILE N ON HIGHWAY FROM COUNTY LINE AND IS ABOUT 30 FT. E OF THE HIGHWAY RIGHT OF WAY FENCE AT THE TOP OF THE CUT. <p>THE STATION WAS RECOVERED APPARENTLY UNDISTURBED AND IN ITS ORIGINAL POSITION, HOWEVER THE CONCRETE BLOCK WAS RIDDLED WITH CRACKS. THE ORIGINAL BRASS CAP WAS RESET IN A 10 INCH DIAMETER CONCRETE MONUMENT AND STAMPED RESET 1950. (UNDERGROUND MARKER, CONSISTING OF A STANDARD BRASS CAP SET IN A CONCRETE BLOCK 3-1/2 FT. BELOW SURFACE, WAS RECOVERED.) <p>THE ORIGINAL R.M. WAS LOST - TWO NEW R.M.S CONSISTING OF STANDARD CALIF. LANDS COMMISSION BRASS CAP SET IN 10 INCH DIAMETER CONCRETE MONUMENTS WERE SET ABOUT 2 FT. S OF THE HIGHWAY RIGHT OF WAY FENCE AND STAMPED AMAT R.M. 1 1950 AND AMAT R.M. 2 1950 RESPECTIVELY. <p> <h2>STATION RECOVERY (1951) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (LGT) THE STATION SITE WAS VISITED AND WHAT APPEARED TO BE THE ORIGINAL SURFACE CONCRETE POST FOR THE STATION WAS FOUND LYING ON THE GROUND. <p>A STANDARD STATION MARK DISK, STAMPED AMAT 1927 RESET 1950, WAS FOUND SET IN A 10-INCH CONCRETE CYLINDER WHICH PROJECTS 6 INCHES ABOVE THE GROUND. THE STAMPING RESET 1950 APPEARED TO HAVE BEEN ADDED TO THE ORIGINAL STATION MARK DISK WITH THE SAME DIES USED IN STAMPING THE REFERENCE MARKS DESCRIBED BELOW. <p>THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF CARPINTERIA AND ON A RIDGE ABOUT 5/8 MILE NORTHWEST OF THE MOUTH OF RINCON CREEK. IT IS ON THE WEST EDGE OF A CULTIVATED FIELD, 100 YARDS WEST OF A ROW OF EUCALYPTUS TREES ALONG THE EAST EDGE OF THE FIELD, ABOUT 150 FEET EAST OF AND 50 FEET HIGHER THAN U.S. HIGHWAY 101, 27 FEET EAST OF A FENCE AND 25 FEET SOUTHEAST OF THE SOUTH END OF A ROW OF SMALL TREES. <p>TO REACH FROM THE INTERSECTION OF LINDEN AVENUE AND U.S. HIGHWAY 101 IN CARPINTERIA, GO SOUTHEAST ON U.S. HIGHWAY 101 FOR 2.2 MILES TO A CROSSROAD. TURN LEFT, GO ABOUT 150 FEET TO A PAVED ROAD RIGHT. (THIS ROAD IS ONLY PAVED FOR ABOUT 100 FEET, THENCE IT IS A DIRT ROAD.) TURN RIGHT AND FOLLOW THIS ROAD ALONG ROW OF EUCALYPTUS TREES FOR 0.4 MILE TO THE END OF TRUCK TRAVEL. WALK WESTERLY ACROSS CULTIVATED FIELD TO WEST SIDE OF FIELD AND THE STATION. A 100-YARD PACK. <p>REFERENCE MARK 1, A CALIFORNIA STATE LAND COMMISSION REFERENCE MARK STAMPED AMAT R.M.-1 1950, IS SET IN THE TOP OF A 10-INCH CONCRETE CYLINDER WHICH PROJECTS 2 INCHES ABOVE THE GROUND. IT IS 3 FEET NORTHEAST OF A HIGHWAY RIGHT-OF-WAY MARKER AND 2 FEET EAST OF A FENCE. IT IS ABOUT 1 FOOT LOWER THAN THE STATION. <p>REFERENCE MARK 2, A CALIFORNIA STATE LAND COMMISSION REFERENCE MARK STAMPED AMAT R.M.-2 1950, IS SET IN THE TOP OF A 10-INCH CONCRETE CYLINDER WHICH PROJECTS 4 INCHES ABOVE THE GROUND. IT IS 3 FEET EAST OF A FENCE. IT IS ABOUT 6 FEET LOWER THAN THE STATION. <p>THE STATION WAS NOT OCCUPIED AND NO DIRECTION WAS TAKEN TO THE REFERENCE MARKS. <p> <h2>STATION RECOVERY (1956) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (DGB) FOUND STATION WITH STANDARD USC AND G CAP MARKED RESET 1950, CALIF. STATE LANDS COMM. FOUND SURFACE MONUMENT IN VERY POOR CONDITION. RECOVERED SUBSURFACE MONUMENT AND RESET THE SURFACE ONE. <p>FROM JUNCTION OF CASITAS PASS ROAD AND HIGHWAY 101, LOCATED APPROXIMATELY 2 MILES SE OF CARPINTERIA, APPROXIMATELY 1500 FEET SOUTH ALONG HIGHWAY 101. STATION IS LOCATED ON TOP OF EAST ROAD CUT, 28 FEET EAST OF FENCE AND 30 FEET SE OF A GROUP OF SMALL PEPPER TREES. <p> <h2>STATION RECOVERY (1957) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RCB) THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED. REFERENCE MARK NO. 2 IS BELIEVED DESTROYED. <p> <h2>STATION RECOVERY (1957) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WFM) THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED BY J.D. KELLY (CSLC) IN 1950. <p>REFERENCE MARK 2 WAS REPORTED LOST OR DESTROYED, BUT WAS FOUND TO HAVE BEEN ONLY COVERED UP WITH 4 INCHES OF DIRT FROM CULTIVATION. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975 (WAO) THE SITE WAS VISITED IN JUNE 1975. ACCORDING TO THE PROPERTY OWNER ON WHICH THE MONUMENT WAS LOCATED, ALL THE MARKS HAVE BEEN DESTROYED BY RECENT HIGHWAY CONSTRUCTION. DZ1268ANDERSONhttp://www.geocaching.com/mark/details.asp?PID=DZ1268ANDERSONGeocacheGeocacheANDERSONCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ANDERSON</h1> <b> PID </b> DZ1268 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> ZACA CREEK (1959) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 38 15.07405(N) 120 11 10.12495(W) ADJUSTED <br> <b> NAVD 88 </b> 153.1 (meters) 502. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.48 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -35.51 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 628,358.523 1</td><td>799,585.697</td><td> MT </td><td>0.99992408</td><td> -1 ' 14 46.1"</td></tr><tr><td>SPC CA 5 </td><td>2,061,539.59 5</td><td>904,140.74 </td><td> sFT </td><td>0.99992408</td><td> -1 ' 14 46.1"</td></tr><tr><td>UTM 10 </td><td>3,836,448.346 </td><td>757,933.003</td><td> MT </td><td>1.00042009</td><td> +1 ' 36 00.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99998154 x 0.99992408 = 0.99990563 <br> <b>UTM 10 </b> 0.99998154 x 1.00042009 = 1.00040163 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 5 </td><td> JONATA CADT 1974 </td><td>010° 30' 44.2"</td></tr><tr><td>UTM 10 </td><td> JONATA CADT 1974 </td><td>007° 39' 57.3"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DZ0202</td><td>K 1043 CADH </td><td>367.367 METERS</td><td>009° 07' </td></tr><tr><td>DZ1267</td><td>JONATA CADT 1974 </td><td>APPROX. 1.7 KM</td><td>009° 15' 58.1"</td></tr><tr><td>CC1299</td><td>ANDERSON RM 1 </td><td> 6.963 METERS</td><td>030° 21' </td></tr><tr><td>EW8163</td><td>SANTA YNEZ </td><td>APPROX.22.7 KM</td><td>122° 41' 49.6"</td></tr><tr><td>CC1300</td><td>ANDERSON RM 2 </td><td> 6.938 METERS</td><td>160° 05' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 38 15.07753(N) 120 11 10.11199(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 34 38 15.13369(N) 120 11 06.57872(W) AD( ) 2 <br> NGVD 29 (07/19/86) 152.3 (m) 500. (f) VERT ANG <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD5793336448(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1974 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1974 (LDK) THIS STATION IS LOCATED APPROXIMATELY 2 MILES, AIRLINE NORTH OF BUELLTON ON TOP OF A BENCH IN A FRONTAGE ROAD CUTBANK ON THE WEST SIDE OF STATE HIGHWAY 101. THE FRONTAGE ROAD CUT BANK HAS ONLY ONE BENCH. THE STATION IS APPROXIMATELY 20 FEET ABOVE THE FRONTAGE ROAD PAVEMENT AND 50 FEET WEST OF THE CENTERLINE. <p>TO REACH THE STATION FROM THE U.S. POST OFFICE IN BUELLTON ON STATE ROUTE 246, PROCEED EASTERLY ON ROUTE 246 FOR 0.1 MILE TO THE AVENUE OF THE FLAGS. TURN LEFT, NORTH, ON THIS AVENUE FOR 0.43 MILE TO STOP SIGN AND FRONTAGE ROAD ENTRANCE NORTH. TAKE FRONTAGE ROAD NORTH FOR 1.45 MILES TO THE STATION ON THE LEFT IN THE CENTER OF THE NORTH-SOUTH BENCH. ABOUT A 3-MINUTE PACK FROM THE ROAD TO THE STATION WHICH IS APPROXIMATELY 20 FEET ABOVE THE PAVEMENT AND 50 FEET WEST OF THE CENTERLINE OF THE FRONTAGE ROAD. <p>STATION MARKS ARE STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 INCH BRASS DISKS STAMPED ANDERSON 1974. THE SURFACE MARK IS SET IN THE TOP OF A 14-INCH CONCRETE CYLINDER WHICH IS FLUSH WITH THE GROUND, AND MARKED BY A 4-FOOT METAL FENCE POST SET 2 FEET WEST. <p>THE UNDERGROUND MARK IS SET IN THE CONCRETE 40 INCHES BELOW THE SURFACE. <p>REFERENCE MARK NO. 1, A STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 INCH BRASS DISK STAMPED ANDERSON NO. 1 1974 IS SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND, 1 FOOT BELOW THE STATION AND 6 FEET WEST OF THE TOP OF CUT. <p>REFERENCE MARK NO. 2 A STANDARD CALIFORNIA DIVISION OF HIGHWAYS, 3-5/8 INCH BRASS DISK STAMPED ANDERSON NO. 2 1974 IS SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND, 2 FEET BELOW THE STATION AND 6 FEET WEST OF THE TOP OF CUT. <p>AZIMUTH MARK IS A STANDARD CALIFORNIA DIVISION OF HIGHWAYS 3-5/8 INCH BRASS DISK STAMPED JONATA 1974. IT IS 2.9 MILES NORTH OF BUELLTON ON THE WEST SIDE OF STATE HIGHWAY 101 AT THE FRONTAGE ROAD EXIT ON ROUTE 101. <p>THE SURFACE MARK IS SET IN THE TOP OF A 14-INCH CONCRETE CYLINDER THAT IS FLUSH WITH THE GROUND. IT IS 69 FEET WEST OF THE CENTER OF THE SOUTHBOUND LANES, 42 FEET SOUTH OF THE CENTERLINE OF THE FRONTAGE ROAD EXIT, AND MARKED BY A 5 FOOT METAL FENCE POST SET 4 FEET NORTH. THE UNDERGROUND MARK IS SET IN CONCRETE 40-INCHES BELOW THE SURFACE. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS. DZ0062ANITA 2http://www.geocaching.com/mark/details.asp?PID=DZ0062ANITA 2GeocacheGeocacheANITA 2CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ANITA 2</h1> <b> PID </b> DZ0062 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SACATE (1953) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 28 02.34434(N) 120 18 11.18879(W) ADJUSTED <br> <b> NAVD 88 </b> 26.51 (+/-2cm) 87.0 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 0.17 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -36.08 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 609,723.276 1</td><td>788,432.506</td><td> MT </td><td>0.99993432</td><td> -1 ' 18 46.1"</td></tr><tr><td>SPC CA 5 </td><td>2,000,400.45 5</td><td>867,548.98 </td><td> sFT </td><td>0.99993432</td><td> -1 ' 18 46.1"</td></tr><tr><td>UTM 10 </td><td>3,817,274.026 </td><td>747,713.159</td><td> MT </td><td>1.00035641</td><td> +1 ' 31 37.4"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 1.00000150 x 0.99993432 = 0.99993582 <br> <b>UTM 10 </b> 1.00000150 x 1.00035641 = 1.00035791 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 5 </td><td> SEAL 2 </td><td>256° 47' 53.0"</td></tr><tr><td>UTM 10 </td><td> SEAL 2 </td><td>253° 57' 29.5"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>CR8056</td><td>ANITA 2 RM 4 </td><td> 18.458 METERS</td><td>033° 52' </td></tr><tr><td>DZ0070</td><td>SEAL 2 </td><td>APPROX. 3.2 KM</td><td>255° 29' 06.9"</td></tr><tr><td>CR8055</td><td>ANITA 2 RM 3 </td><td> 13.511 METERS</td><td>293° 29' </td></tr><tr><td>DZ0063</td><td>ANITA 2 RM 2 </td><td> 13.997 METERS</td><td>294° 28' </td></tr><tr><td>DZ0064</td><td>ANITA 2 RM 1 </td><td> 14.640 METERS</td><td>337° 15' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 28 02.34792(N) 120 18 11.17783(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 34 28 02.39600(N) 120 18 07.62400(W) AD( ) 3 <br> NGVD 29 (??/??/92) 25.74 (m) 84.4 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD4771317274(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: ANITA 2 1933 <br>MARK LOGO: CGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 27, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1933 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1945 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1947 </td><td>SEE DESCRIPTION </td><td>MACCO</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1985 </td><td>GOOD </td><td>NOS</td></tr><tr><td>1988 </td><td>GOOD </td><td>NOS</td></tr><tr><td>19890327</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (FGJ) REACHED AS FOLLOWS FROM GAVIOTA. GO W ON HIGHWAY 101 0.5 MILE, TURN LEFT ON COAST ROAD TO HOLLISTER RANCH, GO 6.6 MILES, TURN LEFT CROSING OVER RAILROAD TUNNEL 0.4 MILE TO STATION. <p>SURFACE AND UNDERGROUND STATION MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE, AS DESCRIBED IN NOTES 1A AND 7A. <p> <h2>STATION RECOVERY (1945) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (KM) STATION WAS RECOVERED UNDISTURBED IN FEBRUARY 1945. IT IS FLUSH WITH THE GROUND AND 10 METERS FROM THE EDGE OF THE BLUFF. A NEW OIL WELL DERRICK STANDS ABOUT 30 METERS NE OF THE STATION. REFERENCE MARKS WERE FOUND IN THE PIERS OF A DERRICK FOUNDATION NW OF THE STATION. REFERENCE MARK 1 IS N AND REFERENCE MARK 2 IS NW OF THE STATION, INSTEAD OF AS PUBLISHED. <p>THE APPROACH TO THE STATION IS BY AN OVERPASS AT ANITA TO THE RAILROAD SECTION BUILDINGS. THE TUNNEL REFERRED TO IN PUBLISHED DESCRIPTION IS NOW REPLACED BY AN OPEN CUT. <p> <h2>STATION RECOVERY (1947) </h2> <p>RECOVERY NOTE BY MACCO CORPORATION 1947 (JMA) STATION RECOVERED IN GOOD CONDITION. STATION FLAGGED AND PAINTED WHITE. <p> <h2>STATION RECOVERY (1960) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960 5.6 MI W FROM GAVIOTA. 5.25 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT GAVIOTA, THENCE 0.35 MILE SOUTH ALONG A DIRT ROAD LEADING TO AN OIL WELL, ON A BLUFF ABOVE THE OCEAN, AT THE CONCRETE FOUNDATION FOR A FORMER OIL WELL, 154 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.8 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1985) </h2> <p>RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1985 (JWC) THE STATION WAS RECOVERED AT THIS DATE. THE STATION WAS RECOVERED IN GOOD CONDITION. THE REFERENCE MARKS WERE SEARCHED FOR BUT NOT FOUND. TWO NEW REFERENCE MARKS WERE SET. <p>TO REACH THE STATION FROM THE INTERSECTION OF GAVIOTA BEACH ROAD AND U.S. HIGHWAY 101, ABOUT 0.5 MI WEST OF GAVIOTA VILLAGE, GO SOUTH ON GAVIOTA BEACH ROAD ABOUT 0.3 MI TO THE HOLLISTER RANCH GATE HOUSE. CONTINUE WEST ON THIS ROAD FOR ABOUT 4.2 MI TO DRAKES BEACH ROAD, TURN LEFT AND GO SOUTH TOWARDS THE BEACH. PARK AND HIKE EAST TO THE TOP OF THE BLUFF AND THE STATION. <p>HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK. <p>REFERENCE MARK NO.3 IS A STANDARD NOS DISK STAMPED---ANITA 2 1933 RM3 1985---, SET IN A DRILL HOLE IN A CONCRETE SLAB 13.511 M NORTH NORTHWEST OF STATION. <p>REFERENCE MARK NO.4 IS A STANDARD NOS DISK STAMPED---ANITE 2 1933 RM4 1985---, SET INTO THE TOP OF A METAL PIPE SURROUNDED BY A MASS OF CONCRETE FLUSH WITH THE GROUND 18.458 M NORTH NORTHEAST OF THE STATION. <p>THE STATION IS LOCATED ON LAND OWNED BY THE HOLLISTER RANCH CO. PERMISSION MUST BE OBTAINED FROM THE HOLLISTER RANCH OWNERS ASSOCIATION, BOX 1000, BULITO CANYON, GAVIOTA, CALIFORNIA 93117. <p>DESCRIBED BY S. D. LAREAU <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1988 (GWJ) THE DESIGNATED MARK WAS RECOVERED WITH CHANGES STATED BELOW. TO REACH FROM THE HOLLISTER RANCH MAIN GATE, HEAD THROUGH GATE AND TURN LEFT AT DRAKES BEACH (PAVED ROAD) 4.1 MILES FROM GATE, CROSS THE RAILROAD TRACKS, THEN TAKE LEFT FORK AND PASS THROUGH A CATTLE GATE. FOLLOW ROAD TO EDGE OF BLUFF NEAR SOME CONCRETE FOUNDATIONS. THE FOUNDATIONS ARE WHATS LEFT OF THE OIL DERRICK MENTIONED IN THE 1945 RECOVERY. STATION IS 7 METERS FROM EDGE OF BLUFF. STATION AND RM NO 3 1985, WERE RECOVERED. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. DZ0064ANITA 2 RM 1http://www.geocaching.com/mark/details.asp?PID=DZ0064ANITA 2 RM 1GeocacheGeocacheANITA 2 RM 1CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ANITA 2 RM 1</h1> <b> PID </b> DZ0064 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SACATE (1953) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 28 01. (N) 120 18 11. (W) SCALED <br> <b> NAVD 88 </b> 27.38 (+/-2cm) 89.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.09 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 609,680. </td><td> 1,788,440. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 26.62 (m) 87.3 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD477172(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE FOUNDATION <br>STAMPING: ANITA 2 NO 1 1933 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1933 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890223</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 5.6 MI W FROM GAVIOTA. 5.25 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT GAVIOTA, THENCE 0.35 MILE SOUTH ALONG A DIRT ROAD LEADING TO AN OIL WELL, ON A BLUFF ABOVE THE OCEAN, IN TOP OF THE NORTHEAST CORNER OF THE NORTHEAST CONCRETE FOUNDATION OF AN ABANDONED OIL WELL WHICH PROJECTS 3 1/2 FEET ABOVE THE GROUND 48.04 FEET NORTH-NORTHWEST OF TRIANGULATION STATION ANITA 2, AND ABOUT 3 FEET HIGHER THAN THE STATION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 MARK NOT FOUND. DZ0063ANITA 2 RM 2http://www.geocaching.com/mark/details.asp?PID=DZ0063ANITA 2 RM 2GeocacheGeocacheANITA 2 RM 2CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ANITA 2 RM 2</h1> <b> PID </b> DZ0063 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> SACATE (1953) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 28 01. (N) 120 18 11. (W) SCALED <br> <b> NAVD 88 </b> 27.36 (+/-2cm) 89.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.09 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 609,680. </td><td> 1,788,440. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 26.59 (m) 87.2 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD477172(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE FOUNDATION <br>STAMPING: ANITA NO 2 1933 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1933 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890223</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 5.6 MI W FROM GAVIOTA. 5.25 MILES WEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT GAVIOTA, THENCE 0.35 MILE SOUTH ALONG A DIRT ROAD LEADING TO AN OIL WELL, ON A BLUFF ABOVE THE OCEAN, IN TOP OF THE NORTHEAST CORNER OF THE SOUTHWEST CONCRETE FOUNDATION OF AN ABANDONED OIL WELL WHICH PROJECTS ABOUT 4 FEET ABOVE THE GROUND, 45.75 FEET NORTHWEST OF TRIANGULATION STATION ANITA 2, AND ABOUT 4 FEET HIGHER THAN THE STATION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 MARK NOT FOUND. DZ0313ANNAhttp://www.geocaching.com/mark/details.asp?PID=DZ0313ANNAGeocacheGeocacheANNACGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ANNA</h1> <b> PID </b> DZ0313 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> POINT ARGUELLO (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 34 36 15. (N) 120 37 43. (W) SCALED <br> <b> NAVD 88 </b> 97.80 (+/-2cm) 320.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -36.14 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 5 </td><td> 625,630. </td><td> 1,758,940. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 97.029 (m) 318.34 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD174317(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE SLAB <br>STAMPING: ANNA 1962 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1962 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1962 AT POINT ARGUELLO NMF. 5.45 MILES SOUTH ALONG THE COAST ROAD FROM THE SENTRY POST AT THE SURF GATE TO THE POINT ARGUELLO NAVAL MISSILE FACILITY, THENCE 0.45 MILE EAST ALONG THE HONDA RIDGE ROAD, THENCE 0.1 MILE NORTH ALONG A BLADED ROAD, 35 FEET WEST OF THE CENTER OF THE ROAD, 8 FEET SOUTH OF A TELEPHONE BOX, 8 FEET NORTHEAST OF A METAL WITNESS POST AND CEMENTED IN A DRILL HOLE IN THE CENTER OF A 4-FOOT SQUARE SLAB OF CONCRETE. DZ1785ANNAhttp://www.geocaching.com/mark/details.asp?PID=DZ1785ANNAGeocacheGeocacheANNACGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ANNA</h1> <b> PID </b> DZ1785 <br> <b> STATE/COUNTY</b> CA/SANTA BARBARA <br> <b> USGS QUAD </b> POINT ARGUELLO (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 34 36 15.73351(N) 120 37 43.07216(W) ADJUSTED <br> <b> NAVD 88 </b> 98. (meters) 322. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 6.40 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -36.14 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in June 1996. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was scaled from a topographic map. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 5 </td><td> 625,654.102 1</td><td>758,933.296</td><td> MT </td><td>0.99992539</td><td> -1 ' 29 54.1"</td></tr><tr><td>SPC CA 5 </td><td>2,052,666.83 5</td><td>770,766.99 </td><td> sFT </td><td>0.99992539</td><td> -1 ' 29 54.1"</td></tr><tr><td>UTM 10 </td><td>3,831,727.085 </td><td>717,449.904</td><td> MT </td><td>1.00018285</td><td> +1 ' 20 50.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 5 </b> 0.99999033 x 0.99992539 = 0.99991572 <br> <b>UTM 10 </b> 0.99999033 x 1.00018285 = 1.00017317 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 5 </td><td> PROMONTORY </td><td>271° 05' 10.3"</td></tr><tr><td>UTM 10 </td><td> PROMONTORY </td><td>268° 14' 26.1"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DZ0315</td><td>ANNA RM 2 </td><td> 6.759 METERS</td><td>006° 50' </td></tr><tr><td>DZ0314</td><td>ANNA RM 1 </td><td> 11.446 METERS</td><td>267° 54' </td></tr><tr><td>DZ1789</td><td>PROMONTORY </td><td>APPROX. 1.2 KM</td><td>269° 35' 16.2"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 34 36 15.73666(N) 120 37 43.05992(W) AD(1984.00) 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGD1745031727(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN <br>WITH SETTING: PAVEMENT <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1962 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (WRH) THE STATION IS LOCATED IN THE SOUTHWEST PORTION OF THE POINT ARGUELLO NAVAL MISSILE FACILITY, IN A LEVEL AREA AT THE WEST END OF HONDA RIDGE OVERLOOKING HONDA CREEK TO THE NORTH. IT IS ABOUT 0.6 MILE EAST OF THE SOUTHERN PACIFIC RAILROAD TRACKS AND ABOUT 0.15 MILE SOUTH OF THE SOUTHERN BOUNDARY OF THE SUDDEN ESTATE. <p>TO REACH THE STATION FROM THE SENTRY POST AT THE SURF GATE OF THE POINT ARGUELLO NAVAL MISSILE FACILITY, GO SOUTH ON THE COAST ROAD FOR 5.45 MILES TO THE GATE AT THE ENTRANCE TO THE SUDDEN ESTATE. TURN LEFT AND GO EAST, UPHILL, ON THE HONDA RIDGE ROAD FOR 0.45 MILE TO A ROAD ON LEFT. TURN LEFT AND GO NORTH FOR 0.1 MILE TO THE END OF THE ROAD AND STATION MARK ON LEFT, AS DESCRIBED. <p>THE STATION MARK IS A STANDARD DISK, STAMPED ANNA 1962, CEMENTED IN A DRILL HOLE IN THE CENTER OF A 4-FOOT SQUARE CONCRETE SLAB THAT HAS A 2-INCH PIPE EMBEDDED IN EACH CORNER. IT IS 35 FEET WEST OF THE CENTER OF A DIRT ROAD, 8 FEET SOUTH OF A TELEPHONE BOX AND 8 FEET NORTHEAST OF A METAL WITNESS POST. <p>REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED ANNA NO 1