Benchmark file generated by bmgpxbmgpx by Ron Parkerbmgpx@parkrrrr.comHS20461http://www.geocaching.com/mark/details.asp?PID=HS20461GeocacheGeocache1OIDUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1</h1> <b> PID </b> HS2046 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> ESCALON (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 45 13. (N) 120 54 01. (W) SCALED <br> <b> NAVD 88 </b> 42.23 (+/-2cm) 138.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.55 (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The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value.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 3 </td><td> 639,200. </td><td> 1,964,730. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 41.483 (m) 136.10 (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Superseded values are not recommended for survey control.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 See file dsdata.txt to determine how the superseded data were derived.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: 10SFG849805(NAD 83) <br>MARKER: B = BOLT <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 135.76 <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>OID</td></tr><tr><td>1946 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1986 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>1987 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1946 2.7 MI NE FROM RIVERBANK. 2.7 MILES NORTHEAST ALONG THE SALIDA-OAKDALE HIGHWAY FROM THE VIADUCT OVER THE ATCHISON, TOPEKA AND SANTA FE RAILROAD AT RIVERBANK, ABOUT 0.1 MILE SOUTHWEST OF THE JUNCTION WITH LANGWORTH AVENUE, 90.0 FEET NORTH OF THE NORTHEAST CORNER OF A DAIRY BARN, 12 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, SET IN A LARGE WASHER IN THE TOP OF THE NORTHWEST CONCRETE HEADWALL OF CULVERT NO. A-645+40 AND ABOUT 2 FEET ABOVE THE HIGHWAY. NOTE-- PREVIOUS REFERENCE GIVEN FOR CULVERT NO. A-646+40 HAS BEEN FOUND TO BE 645+40. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 NOT RECOVERED. HEADWALL NO LONGER EXISTS. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (AJM) MARK NOT FOUND. HS23991 NWWhttp://www.geocaching.com/mark/details.asp?PID=HS23991 NWWGeocacheGeocache1 NWWCA2390Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1 NWW</h1> <b> PID </b> HS2399 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 19 14. (N) 121 01 22. (W) SCALED <br> <b> NAVD 88 </b> 26.49 (+/-2cm) 86.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.63 (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 3 </td><td> 591,200. </td><td> 1,953,670. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 25.74 (m) 84.4 (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: 10SFG751322(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: AXEL <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>CA2390</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 AT NEWMAN. AT NEWMAN, STANISLAUS COUNTY, 10 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF YOLO AND N STREETS, BENEATH A CAST-IRON MONUMENT COVER, AND 8 INCHES BELOW THE PAVEMENT. THE TOP OF AN AXLE. NOTE-- IN THE SOUTHWEST QUARTER OF SECTION 18, T7S, R9E. NOTE-- STREET HAS BEEN RESURFACED AND MARK IS BELIEVED COVERED WITH ASPHALT. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS25431 WF USGShttp://www.geocaching.com/mark/details.asp?PID=HS25431 WF USGSGeocacheGeocache1 WF USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1 WF USGS</h1> <b> PID </b> HS2543 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> MT BOARDMAN (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 24 32. (N) 121 24 33. (W) SCALED <br> <b> NAVD 88 </b> 403.78 (+/-2cm) 1324.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.39 (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 3 </td><td> 601,260. </td><td> 1,919,510. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 402.91 (m) 1321.9 (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: 10SFG407414(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 WF 1322 1954 <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>1954 </td><td>MONUMENTED </td><td>USGS</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 1961 22.6 MI W FROM PATTERSON. 0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT PATTERSON, THENCE 3.05 MILES WEST ALONG SPERRY AVENUE, THENCE 18.9 MILES WEST ALONG DEL PUERTO CANYON ROAD, AT THE JUNCTION OF A DIRT ROAD SOUTHEAST THROUGH A STEEL GATE TO A U.S. NAVY BOMBING RANGE, 87 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 58 FEET SOUTH-SOUTHEAST OF THE CENTER OF A CREEK AND DIRT ROAD CROSSING, 57 FEET WEST OF THE SOUTHWEST END OF A STEEL GATE, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD, 6 FEET NORTHEAST OF A 12-INCH PINE TREE, 1.5 FEET NORTHWEST OF A WITNESS POST, ABOUT 3 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND. HS241010 NWWhttp://www.geocaching.com/mark/details.asp?PID=HS241010 NWWGeocacheGeocache10 NWWCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>10 NWW</h1> <b> PID </b> HS2410 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 18 46. (N) 121 01 07. (W) SCALED <br> <b> NAVD 88 </b> 25.94 (+/-2cm) 85.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.64 (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 3 </td><td> 590,330. </td><td> 1,954,030. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 25.19 (m) 82.6 (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: 10SFG755314(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: 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>UNK </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1935 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1958 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 IN NEWMAN. 10 FT. EAST OF THE INTERSECTION OF STANILAUS AND M STREETS, ABOUT 8 INCHES BELOW SURFACE OF STREET. <p> <h2>STATION RECOVERY (1958) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 MARK NOT FOUND. HS24361.00 USBRhttp://www.geocaching.com/mark/details.asp?PID=HS24361.00 USBRGeocacheGeocache1.00 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1.00 USBR</h1> <b> PID </b> HS2436 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 17 34. (N) 121 04 09. (W) SCALED <br> <b> NAVD 88 </b> 37.85 (+/-2cm) 124.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.64 (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 3 </td><td> 588,140. </td><td> 1,949,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 37.09 (m) 121.7 (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: 10SFG711291(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE ABUTMENT <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>BOR</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 4 MI SW FROM NEWMAN. 0.7 MILE WEST ALONG MERCED STREET FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT NEWMAN, THENCE 1.0 MILE WEST ALONG HOYER ROAD, THENCE 0.5 MILE SOUTH ALONG DRAPER ROAD, THENCE 1.0 MILE WEST ALONG SHIELLS ROAD, THENCE 0.7 MILE SOUTH ALONG EASTIN ROAD, THENCE 0.1 MILE WEST ALONG NEWMAN WESTGATE CANAL, IN R8E T7S, IN THE CENTER OF THE SOUTHEAST QUARTER OF SECTION 27, AT THE NORTHWEST CORNER OF FARM BRIDGE BR 1.00 ACROSS THE CANAL, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT, 24 FEET SOUTH OF THE CENTER LINE OF THE NORTH LEVEE ROAD, 1.6 FEET WEST OF THE WEST WOODEN GUARD RAIL, AND ABOUT LEVEL WITH THE ROAD. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS2139100.308http://www.geocaching.com/mark/details.asp?PID=HS2139100.308GeocacheGeocache100.308USGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>100.308</h1> <b> PID </b> HS2139 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> CERES (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 31 13. (N) 120 52 34. (W) SCALED <br> <b> NAVD 88 </b> 31.16 (+/-2cm) 102.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.93 (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 3 </td><td> 613,300. </td><td> 1,966,750. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 30.459 (m) 99.93 (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: 10SFG876547(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: 100.308 B 1901 <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>1901 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1988 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 2.4 MI NW FROM TURLOCK. 2.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT TURLOCK, 0.15 MILE SOUTHEAST OF THE CROSSING OF MONTE VISTA ROAD, 3.0 MILES SOUTHEAST OF KEYES, 26 RAILS NORTHWEST OF BLOCK SIGNAL 1240, 45.9 FEET NORTHEAST OF THE NORTHEAST RAIL, 38 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANES OF U.S. HIGHWAY 99, 17 FEET EAST OF A TELEGRAPH POLE, 0.6 FOOT NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND. NOTE-- THE MARK IS LEANING BUT IS STILL SOLID IN GROUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 NOT RECOVERED. HS2361102 Ghttp://www.geocaching.com/mark/details.asp?PID=HS2361102 GGeocacheGeocache102 GUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>102 G</h1> <b> PID </b> HS2361 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> CROWS LANDING (1980) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 28 00. (N) 121 07 26. (W) SCALED <br> <b> NAVD 88 </b> 31.71 (+/-2cm) 104.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.34 (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 3 </td><td> 607,470. </td><td> 1,944,810. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 30.96 (m) 101.6 (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: 10SFG659482(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: 102 G CAL 1909 <br>MARK LOGO: USGS <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>1909 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1947 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 AT PATTERSON. ABOUT 0.4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT PATTERSON, ACROSS FROM A LARGE FEED AND GRAIN STORAGE BUILDING, 49 FEET SOUTH OF THE SOUTHEAST CORNER OF THE TIDEWATER ASSOCIATED OIL COMPANY BULK PLANT, 42 FEET NORTHEAST OF THE NORTHEAST RAIL, A CAP RIVETED ON TOP OF AN IRON PIPE PROJECTING 1.3 FEET ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS1522103.392http://www.geocaching.com/mark/details.asp?PID=HS1522103.392GeocacheGeocache103.392USGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>103.392</h1> <b> PID </b> HS1522 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> TURLOCK (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 29 15. (N) 120 50 21. (W) SCALED <br> <b> NAVD 88 </b> 32.13 (+/-2cm) 105.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.92 (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 3 </td><td> 609,650. </td><td> 1,970,010. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 31.435 (m) 103.13 (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: 10SFG910511(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: 103.392 B 1901 <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>1901 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1988 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 0.6 MI SE FROM TURLOCK. 0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT TURLOCK, IN R10E T5S S23, AT THE T JUNCTION OF SOUTH FIRST AND G STREETS, DIRECTLY ACROSS FIRST STREET FROM THE GOODRICH OIL COMPANY BULK STATION, IN LINE WITH A ROW OF TELEPHONE POLES, 72 FEET NORTHWEST OF THE EXTENDED CENTER LINE OF G STREET, 46 FEET SOUTHWEST AND ACROSS A SIDE TRACK FROM THE SOUTHWEST RAIL, 29 FEET NORTHEAST OF THE CENTER LINE OF FIRST STREET, 2.5 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 NOT RECOVERED. HS25461071 USGShttp://www.geocaching.com/mark/details.asp?PID=HS25461071 USGSGeocacheGeocache1071 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1071 USGS</h1> <b> PID </b> HS2546 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> COPPER MTN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 25 22. (N) 121 21 52. (W) SCALED <br> <b> NAVD 88 </b> 327.13 (+/-2cm) 1073.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.51 (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 3 </td><td> 602,760. </td><td> 1,923,490. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 326.28 (m) 1070.5 (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: 10SFG447430(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: 1071 B 5 1919 <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>1919 </td><td>MONUMENTED </td><td>USGS</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 1961 19.5 MI W FROM PATTERSON. 0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT PATTERSON, THENCE 3.05 MILES WEST ALONG SPERRY AVENUE, THENCE 15.85 MILES WEST ALONG DEL PUERTO CANYON ROAD, 0.55 MILE EAST OF THE ENTRANCE TO FRANK RAINES PARK, 0.1 MILE WEST OF A WIRE GATE IN FENCE LINE, AT THE EAST END OF A CURVE, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD, 4.1 FEET SOUTH OF A FENCE, 3 FEET SOUTH-SOUTHEAST OF A 36-INCH OAK TREE, 1.1 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND. HS4510109.28http://www.geocaching.com/mark/details.asp?PID=HS4510109.28GeocacheGeocache109.28TIDTID Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>109.28</h1> <b> PID </b> HS4510 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> TURLOCK (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 27 48. (N) 120 48 45. (W) SCALED <br> <b> NAVD 88 </b> 33.917 (meters) 111.28 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.92 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 33.892 (meters) 111.19 (feet) COMP <br> <b> MODELED GRAV</b> 979,906.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <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 3 </td><td> 606,960. </td><td> 1,972,360. </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: 10SFG934485(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: CULVERT HEADWALL <br>STAMPING: T.I.D. 179.00 109.28 <br>MARK LOGO: TID <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>TID</td></tr><tr><td>1988 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 4.5 KM (2.80 MI) SE FROM TURLOCK. 4.5 KM (2.80 MI) SOUTHEAST ALONG GOLDEN STATE BOULEVARD FROM THE JUNCTION OF EAST MAIN STREET IN TURLOCK, AT CONCRETE HIGHWAY BRIDGE 39-118 (BUILT IN 1951) OVER A BRANCH OF THE TURLOCK CANAL, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE CURB. A RUBBING WAS TAKEN. HS0078111 USGShttp://www.geocaching.com/mark/details.asp?PID=HS0078111 USGSGeocacheGeocache111 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>111 USGS</h1> <b> PID </b> HS0078 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> WESTLEY (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 30 27. (N) 121 09 13. (W) SCALED <br> <b> NAVD 88 </b> 34.29 (+/-2cm) 112.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.28 (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 3 </td><td> 612,020. </td><td> 1,942,210. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 33.55 (m) 110.1 (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: 10SFG631527(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: 111 G CAL 1909 <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>1909 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1947 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1958 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 2.9 MI NW FROM PATTERSON. ABOUT 2.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT PATTERSON, SET JUST SOUTH OF A GROUP OF STOCK BARNS, 37 FEET EAST OF THE EAST RAIL OF THE TRACK, 24 FEET WEST OF THE CENTER LINE OF STATE HIGHWAY NO. 33. A CAP RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 1.5 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1958) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 MARK NOT FOUND. HS2379111=J 793 USGShttp://www.geocaching.com/mark/details.asp?PID=HS2379111=J 793 USGSGeocacheGeocache111=J 793 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>111=J 793 USGS</h1> <b> PID </b> HS2379 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> CROWS LANDING (1980) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 23 42. (N) 121 04 19. (W) SCALED <br> <b> NAVD 88 </b> 34.50 (+/-2cm) 113.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.48 (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 3 </td><td> 599,480. </td><td> 1,949,360. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 33.76 (m) 110.8 (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: 10SFG706404(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: 111G 1909 CAL J 793 <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>1909 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>POOR </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AT CROWS LANDING. AT CROWS LANDING, IN R8E T6S S22, 0.1 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF FIFTH STREET, 37.2 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 44.8 FEET SOUTHEAST OF A WOODEN POST SUPPORTING A CROWS LANDING SIGN, 14 FEET WEST OF THE SOUTHEAST ONE OF FOUR OLIVE TREES, 1.8 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 MARK RECOVERED IN POOR CONDITION. HS24371.14 USBRhttp://www.geocaching.com/mark/details.asp?PID=HS24371.14 USBRGeocacheGeocache1.14 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1.14 USBR</h1> <b> PID </b> HS2437 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 17 37. (N) 121 04 01. (W) SCALED <br> <b> NAVD 88 </b> 36.78 (+/-2cm) 120.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.64 (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 3 </td><td> 588,230. </td><td> 1,949,730. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 36.02 (m) 118.2 (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: 10SFG713291(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE CURB <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>BOR</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 3.9 MI SW FROM NEWMAN. 0.7 MILE WEST ALONG MERCED STREET FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT NEWMAN, THENCE 1.0 MILE WEST ALONG HOYER ROAD, THENCE 0.5 MILE SOUTH ALONG DRAPER ROAD, THENCE 1.0 MILE WEST ALONG SHIELLS ROAD, THENCE 0.7 MILE SOUTH ALONG EASTIN ROAD, IN R8E T7S, IN THE SOUTHEAST QUARTER OF SECTION 27, AT THE NORTHWEST CORNER OF CONCRETE BRIDGE BR 1.14 OVER NEWMAN WESTGATE CANAL, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE CURB, 12 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS2027119.934http://www.geocaching.com/mark/details.asp?PID=HS2027119.934GeocacheGeocache119.934RBNFNONE Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>119.934</h1> <b> PID </b> HS2027 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> RIVERBANK (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 43 26. (N) 120 59 41. (W) SCALED <br> <b> NAVD 88 </b> 37.233 (meters) 122.16 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.80 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 37.207 (meters) 122.07 (feet) COMP <br> <b> MODELED GRAV</b> 979,918.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <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 3 </td><td> 635,940. </td><td> 1,956,390. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 36.50 (m) 119.8 (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: 10SFG767770(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: B.M. ELEV. 119.934 <br>MARK LOGO: NONE <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>RBNF</td></tr><tr><td>1946 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1963 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1986 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1987 </td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1946 3.6 MI W FROM RIVERBANK. 3.6 MILES WEST ALONG THE SALIDA-OAKDALE HIGHWAY FROM THE VIADUCT OVER THE ATCHISON, TOPEKA AND SANTA FE RAILROAD AT RIVERBANK, AT THE SOUTH SIDE OF THE MAIN IRRIGATION CANAL, ABOUT 40 FEET EAST OF THE NORTHEAST CORNER OF HIGHWAY BRIDGE NO. 38-14, A 1 1/2 BY 2 INCH BRASS PLATE WITH RAISED CENTER SET IN THE TOP OF A CONCRETE IRRIGATION DROP AND WEIR, AND ABOUT LEVEL WITH THE HIGHWAY. <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 RECOVERED IN GOOD CONDITION. NEW DESCRIPTION FOLLOWS. 6.15 KM (3.82 MI) WEST ALONG STATE HIGHWAY 108 FROM THE BRIDGE OVER THE ATCHISON TOPEKA AND SANTA FE RAILROAD IN RIVERBANK, IN TOP AND 3.4 METERS (11.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL OF THE BRIDGE OVER THE MODESTO MAIN CANAL, ALSO 9.2 KM (5.7 MI) EAST OF SALIDA, 17.1 METERS (56.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY. NOTE--THE MARK IS A 1-1/2-BY 2-INCH RECTANGULAR BRASS PLATE WITH A RAISED CENTER AND NO CASTING. THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (AJM) RECOVERED IN GOOD CONDITION. HS2039131.880 SFHHWShttp://www.geocaching.com/mark/details.asp?PID=HS2039131.880 SFHHWSGeocacheGeocache131.880 SFHHWSHHWSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>131.880 SFHHWS</h1> <b> PID </b> HS2039 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> RIVERBANK (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 42 55. (N) 120 56 10. (W) SCALED <br> <b> NAVD 88 </b> 41.53 (+/-2cm) 136.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.70 (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 3 </td><td> 634,960. </td><td> 1,961,550. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 40.79 (m) 133.8 (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: 10SFG819762(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: FOOTING <br>STAMPING: 131.880 <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>HHWS</td></tr><tr><td>1934 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 1 MI S FROM RIVERBANK. 1 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM RIVERBANK, AT THE HETCHY HETCHY POWER LINE CROSSING, AT THE SECOND HIGH TENSION TOWER (359) WEST OF THE TRACK, AND AT THE SOUTHEAST CORNER OF THE SOUTHEAST CONCRETE FOOTING. NOTE-- THE CENTER OF A 3-INCH BRONZE DISK, STAMPED 131.880. HS2040132.2http://www.geocaching.com/mark/details.asp?PID=HS2040132.2GeocacheGeocache132.2MIDUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>132.2</h1> <b> PID </b> HS2040 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> RIVERBANK (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 42 52. (N) 120 56 22. (W) SCALED <br> <b> NAVD 88 </b> 40.96 (+/-2cm) 134.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.71 (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 3 </td><td> 634,870. </td><td> 1,961,260. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 40.22 (m) 132.0 (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: 10SFG816761(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: LOCK WALL <br>STAMPING: BM ELEV 132.155 <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>MID</td></tr><tr><td>1935 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1986 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>1987 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 1 MI S FROM RIVERBANK. 1 MILE SOUTH ALONG THE MAIN CANAL OF THE MODESTO IRRIGATION DISTRICT FROM RIVERBANK, 300 FEET EAST OF ROSELLE STREETS, JUST SOUTH OF THE JUNCTION OF ROSELLE AND MINNEAR STREETS, 200 FEET NORTH OF THE CROSSING OF THE HETCHY HETCHY POWER TRANSMISSION TOWER LINE, AND IN THE TOP OF THE WEST WALL OF A CONCRETE LOCK, A RECTANGULAR BRASS PLATE WITH A RAISED CENTER. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 NOT RECOVERED. PART OF THE HEADWALL IS BROKEN OFF. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (AJM) MARK NOT FOUND. HS2038134.298 SFHHWShttp://www.geocaching.com/mark/details.asp?PID=HS2038134.298 SFHHWSGeocacheGeocache134.298 SFHHWSHHWSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>134.298 SFHHWS</h1> <b> PID </b> HS2038 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> RIVERBANK (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 42 58. (N) 120 55 57. (W) SCALED <br> <b> NAVD 88 </b> 42.27 (+/-2cm) 138.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.69 (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 3 </td><td> 635,050. </td><td> 1,961,870. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 41.53 (m) 136.3 (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: 10SFG822763(NAD 83) <br>MARKER: O = CHISELED CIRCLE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: FOOTING <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>HHWS</td></tr><tr><td>1934 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1987 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 1 MI S FROM RIVERBANK. 1 MILE SOUTH ALONG THE ATCHISON, TOPEKA AND SANTA FE RAILWAY FROM RIVERBANK, AT THE HETCHY HETCHY POWER LINE CROSSING, AT THE FIRST HIGH TENSION TOWER (357) WEST OF THE TRACK, AND AT THE SOUTHEAST CORNER OF THE SOUTHEAST CONCRETE FOOTING, THE HIGH POINT IN THE CENTER OF A CHISELED CIRCLE. NOTE-- CIRCLE AND FIGURES (134.298) FOUND PAINTED IN BLACK. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (AJM) MARK NOT FOUND. HS1745151 USGShttp://www.geocaching.com/mark/details.asp?PID=HS1745151 USGSGeocacheGeocache151 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>151 USGS</h1> <b> PID </b> HS1745 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> TURLOCK (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 29 33. (N) 120 46 02. (W) SCALED <br> <b> NAVD 88 </b> 46.76 (+/-2cm) 153.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.72 (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 3 </td><td> 610,180. </td><td> 1,976,370. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 46.05 (m) 151.1 (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: 10SFG973518(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE GUARDRAIL <br>STAMPING: 151 1912 <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>1912 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 4.4 MI E FROM TURLOCK. 0.2 MILE SOUTHEAST ALONG U.S. HIGHWAY 99 FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT TURLOCK, THENCE 4.2 MILES EAST ALONG EAST AVENUE, IN R11E T5S S21, AT A CONCRETE BRIDGE OVER CROSS DITCH NO. 1, IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE GUARDRAIL, 11 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, AND 1 1/2 FEET HIGHER THAN THE AVENUE. HS2211158http://www.geocaching.com/mark/details.asp?PID=HS2211158GeocacheGeocache158TIDTID Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>158</h1> <b> PID </b> HS2211 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> CERES (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 30 00. (N) 120 55 18. (W) SCALED <br> <b> NAVD 88 </b> 26.01 (+/-2cm) 85.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.06 (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 3 </td><td> 611,070. </td><td> 1,962,720. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 25.310 (m) 83.04 (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: 10SFG837523(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: WEIR CHAMBER WALL <br>STAMPING: 158 TID 83.29 <br>MARK LOGO: TID <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>TID</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1988 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 5 MI NW FROM TURLOCK. ABOUT 1.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT TURLOCK, THENCE 3.25 MILES WEST ALONG FULKERETH ROAD, THENCE 0.5 MILE SOUTH ALONG FAITH HOME ROAD, AT AN ANGLE IN THE TOP OF THE SOUTH CONCRETE WALL OF THE WEIR CHAMBER OF A CONTROL STRUCTURE IN A CANAL, 51 FEET WEST OF THE CENTER LINE OF FAITH HOME ROAD, AT THE SOUTH END OF THE WEIR, ABOUT LEVEL WITH THE ROAD. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. NOT LEVELED THIS SURVEY. HS2258160 USGShttp://www.geocaching.com/mark/details.asp?PID=HS2258160 USGSGeocacheGeocache160 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>160 USGS</h1> <b> PID </b> HS2258 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> FARMINGTON (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 53 36. (N) 120 52 50. (W) SCALED <br> <b> NAVD 88 </b> 49.96 (+/-2cm) 163.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.11 (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 3 </td><td> 654,700. </td><td> 1,966,530. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 49.23 (m) 161.5 (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: 10SFG863960(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: 160 1911 <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>1911 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1963 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 1.9 MI W FROM EUGENE. 1.9 MILES WEST ALONG SONORA ROAD FROM THE JUNCTION OF MILTON ROAD AT EUGENE, ON THE INSIDE OF A SHARP CURVE, 157.0 FEET NORTH OF THE CENTER OF THE NORTH END OF STEEL BRIDGE OVER LITTLE JOHNS CREEK, 13.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 7 FEET WEST OF A FENCE, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND A CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND. HS25401611 USGShttp://www.geocaching.com/mark/details.asp?PID=HS25401611 USGSGeocacheGeocache1611 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1611 USGS</h1> <b> PID </b> HS2540 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> MT BOARDMAN (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 24 17. (N) 121 25 53. (W) SCALED <br> <b> NAVD 88 </b> 492.02 (+/-2cm) 1614.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.33 (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 3 </td><td> 600,820. </td><td> 1,917,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 491.14 (m) 1611.3 (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: 10SFG388409(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: ROCK OUTCROP <br>STAMPING: 1611 B B 6 1919 <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: 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>1919 </td><td>MONUMENTED </td><td>USGS</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 1961 24.1 MI W FROM PATTERSON. 0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT PATTERSON, THENCE 3.05 MILES WEST ALONG SPERRY AVENUE, THENCE 20.45 MILES WEST ALONG DEL PUERTO CANYON ROAD, 0.1 MILE SOUTH OF A SMALL WOODEN BRIDGE OVER A CREEK, ON THE OUTSIDE OF A SHARP CURVE, AT A RIGHT ANGLE TURN IN A POWER LINE, IN THE TOP OF A 3-BY 4-FOOT OUTCROP WHICH PROJECTS ABOUT 1 1/2 FEET ABOVE THE GROUND, 28 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 89 FEET SOUTHWEST OF A POWER POLE WITH A GUY WIRE, 10 FEET WEST OF THE WEST END OF A GATE, 10 FEET SOUTH OF A FENCE, 6.4 FEET WEST OF A WITNESS POST, AND ABOUT 1 1/2 FEET ABOVE THE ROAD. HS2108177 USGShttp://www.geocaching.com/mark/details.asp?PID=HS2108177 USGSGeocacheGeocache177 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>177 USGS</h1> <b> PID </b> HS2108 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> BACHELOR VALLEY (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 53 36. (N) 120 50 50. (W) SCALED <br> <b> NAVD 88 </b> 54.75 (+/-2cm) 179.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.99 (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 3 </td><td> 654,690. </td><td> 1,969,460. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 54.01 (m) 177.2 (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: 10SFG892961(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE PLATFORM <br>STAMPING: 177 1915 <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>1915 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1963 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 11.5 MI NW FROM KNIGHTS FERRY. 11.5 MILES NORTHWEST ALONG SONORA ROAD FROM THE POST OFFICE AT KNIGHTS FERRY, IN R 10 E, T 1 N, S 35, AT THE JUNCTION OF MILTON ROAD NORTH, AT THE ABANDONED STORE BUILDING AT EUGENE, IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE PLATFORM FOR THE EAST ENTRANCE TO THE BUILDING, 97 FEET NORTH OF THE CENTER LINE OF SONORA ROAD, 30 FEET WEST OF THE CENTER LINE OF MILTON ROAD, 0.3 FOOT EAST OF THE EAST WALL OF THE BUILDING, AND ABOUT 1 FOOT HIGHER THAN THE ROADS. <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 RECOVERED IN GOOD CONDITION. HS2275185 B USGShttp://www.geocaching.com/mark/details.asp?PID=HS2275185 B USGSGeocacheGeocache185 B USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>185 B USGS</h1> <b> PID </b> HS2275 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> OAKDALE (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 47 20. (N) 120 51 45. (W) SCALED <br> <b> NAVD 88 </b> 57.48 (+/-2cm) 188.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.37 (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 3 </td><td> 643,100. </td><td> 1,968,070. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 56.72 (m) 186.1 (f) COMPUTED 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: 10SFG882845(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: 185 B 1911 <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>1911 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1963 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1963 1.8 MI NW FROM OAKDALE. 1.8 MILES NORTHWEST ALONG STATE HIGHWAY NO. 120 FROM THE SOUTHERN PACIFIC RAILROAD STATION AT OAKDALE, THENCE 0.05 MILE NORTH ALONG TWENTYSIX MILE ROAD, AT THE EAST CORNER OF A CORRAL, 37 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD, 46.0 FEET NORTH-NORTHEAST OF TELEPHONE POLE 246 WITH A GUY WIRE, 3.3 FEET SOUTHWEST OF THE EAST CORNER OF THE CORRAL, 0.5 FOOT SOUTHEAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND A CAP RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 1.5 FEET ABOVE THE GROUND. HS20472http://www.geocaching.com/mark/details.asp?PID=HS20472GeocacheGeocache2OIDUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>2</h1> <b> PID </b> HS2047 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> ESCALON (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 45 17. (N) 120 53 41. (W) SCALED <br> <b> NAVD 88 </b> 41.98 (+/-2cm) 137.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.54 (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 3 </td><td> 639,320. </td><td> 1,965,220. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 41.234 (m) 135.28 (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: 10SFG854806(NAD 83) <br>MARKER: B = BOLT <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 134.89 <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>OID</td></tr><tr><td>1946 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1986 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>1987 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1946 2.7 MI SW FROM OAKDALE. 2.7 MILES SOUTHWEST ALONG THE SALIDA-OAKDALE HIGHWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION AT OAKDALE, 55.0 FEET EAST AND ACROSS THE HIGHWAY FROM POWERPOLE NO. 72, 13.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AN IRON BOLT SET IN A LARGE WASHER IN THE TOP OF THE SOUTH CONCRETE HEADWALL OF CULVERT NO. 664+00, AND ABOUT 2 FEET ABOVE THE HIGHWAY. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 NOT RECOVERED. HEADWALL NO LONGER EXISTS. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (AJM) MARK NOT FOUND. HS24002 NWWhttp://www.geocaching.com/mark/details.asp?PID=HS24002 NWWGeocacheGeocache2 NWWCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>2 NWW</h1> <b> PID </b> HS2400 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 19 08. (N) 121 01 24. (W) SCALED <br> <b> NAVD 88 </b> 26.91 (+/-2cm) 88.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.63 (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 3 </td><td> 591,010. </td><td> 1,953,620. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 26.16 (m) 85.8 (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: 10SFG751320(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: AXEL <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>1935 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1958 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 IN NEWMAN. 10 FT. EAST OF INTERSECTION OF MARIPOSA AND N STREETS, SET 8 INCHES BELOW PAVEMENT. <p> <h2>STATION RECOVERY (1958) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 MARK NOT FOUND. HS00682.05 USBRhttp://www.geocaching.com/mark/details.asp?PID=HS00682.05 USBRGeocacheGeocache2.05 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>2.05 USBR</h1> <b> PID </b> HS0068 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> WESTLEY (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 32 21. (N) 121 11 16. (W) SCALED <br> <b> NAVD 88 </b> 27.82 (+/-2cm) 91.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.24 (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 3 </td><td> 615,550. </td><td> 1,939,220. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 27.08 (m) 88.8 (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: 10SFG601562(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <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>BOR</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 1 MI SE FROM WESTLEY. 1.0 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT WESTLEY, IN R7E T4S S34, 32 YARDS SOUTHWEST OF THE SOUTHWEST RAIL, AT CONCRETE BRIDGE BR. 38-68 OVER WESTLEY WASTEWAY OF DELTA-MENDOTA CANAL, IN THE TOP OF THE NORTHEAST END OF THE SOUTH CONCRETE WING WALL, 27 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 33, 1.1 FEET SOUTHWEST OF THE SOUTHWEST WOODEN GUARDRAIL, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS48302073=ORESTIMBA PEAKhttp://www.geocaching.com/mark/details.asp?PID=HS48302073=ORESTIMBA PEAKGeocacheGeocache2073=ORESTIMBA PEAKCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>2073=ORESTIMBA PEAK</h1> <b> PID </b> HS4830 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> ORESTIMBA PEAK (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 19 24.88976(N) 121 13 32.85588(W) ADJUSTED <br> <b> NAVD 88 </b> 633. (meters) 2077. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -7.38 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -32.12 (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 March 1994. 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 3 </td><td> 591,651.133 1</td><td>935,674.139</td><td> MT </td><td>0.99995684</td><td> -0 ' 26 39.7"</td></tr><tr><td>SPC CA 3 </td><td>1,941,108.76 6</td><td>350,624.24 </td><td> sFT </td><td>0.99995684</td><td> -0 ' 26 39.7"</td></tr><tr><td>UTM 10 </td><td>4,132,245.147 </td><td>657,197.187</td><td> MT </td><td>0.99990440</td><td> +1 ' 04 33.4"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99990574 x 0.99995684 = 0.99986259 <br> <b>UTM 10 </b> 0.99990574 x 0.99990440 = 0.99981015 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 3 </td><td> ORESTIMBA PEAK AZ MK </td><td>302° 03' 25.0"</td></tr><tr><td>UTM 10 </td><td> ORESTIMBA PEAK AZ MK </td><td>300° 32' 11.9"</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>HS4832</td><td>CAIRN 7 MI WSW OF PATTERSON </td><td>APPROX.14.1 KM</td><td>000° 12' 27.6"</td></tr><tr><td>HS4825</td><td>6 MI E NE ORESTIMBA PEAK STACK </td><td>APPROX.11.5 KM</td><td>064° 41' 29.9"</td></tr><tr><td>DB3108</td><td>ORESTIMBA PEAK RM 1 </td><td> 8.177 METERS</td><td>234° 09' </td></tr><tr><td>DB3109</td><td>ORESTIMBA PEAK RM 2 </td><td> 11.097 METERS</td><td>292° 03' </td></tr><tr><td>DB3107</td><td>ORESTIMBA PEAK AZ MK </td><td> </td><td>301° 36' 45.3"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 19 24.88633(N) 121 13 32.85819(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 37 19 25.11800(N) 121 13 29.09300(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: 10SFG5719732245(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>1943 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS) STATION IS LOCATED ABOUT 11-1/2 MILES W OF NEWMAN AND 10 MILES SW OF CROWS LANDING. IT IS ON THE HIGHEST POINT OF ORESTIMBA PEAK, A PROMINENT HILL BETWEEN ORESTIMBA AND CROW CREEKS AND THE HIGHEST POINT IN THE IMMEDIATE VICINITY. <p>STATION MARK IS A U.S.G.S. BENCH MARK SET IN A DRILL HOLE IN A BOULDER ABOUT 2-1/2 FEET IN DIAMETER AND PROJECTING ABOUT 1 FOOT. IT IS THE HIGHEST POINT OF THE PEAK. MARK IS STAMPED 2073 FEET AND DATUM VA. <p>REFERENCE MARK NO. 1 IS A U.S.C. AND G.S. DISK SET IN A DRILL HOLE IN AN OUTCROP ABOUT 6 FEET LONG, 3 FEET WIDE, AND PROTRUDING ABOUT 2-1/2 FEET. MARK IS ABOUT 6 FEET LOWER THAN STATION MARK. IT IS STAMPED ORESTIMBA PK. NO. 1 1943. <p>REFERENCE MARK NO. 2 IS A U.S.C. AND G.S. DISK SET IN A DRILL HOLE IN A LEDGE ABOUT 2 FEET IN HEIGHT. IT IS ABOUT 2 FEET LOWER THAN THE STATION MARK. MARK IS STAMPED ORESTIMBA PK. NO. 2 1943. <p>THE AZIMUTH MARK IS A U.S.C. AND G.S. DISK SET IN A DRILL HOLE IN BEDROCK FLUSH WITH THE SURFACE. IT IS IN A LOW SADDLE 0.3 MILE WNW AND IS 3 PACES S OF THE CREST OF RIDGE AND THE TRAIL ENROUTE TO STATION. MARK IS STAMPED ORESTIMBA PK. 1943. <p>NO UNDERGROUND OR WITNESS MARKS WERE SET. <p>TO REACH FROM CROWS LANDING GO W ON PAVED ROAD, AT S SIDE OF TOWN AND PASSING TO S OF SCHOOL BUILDING, 3.2 MILES. BEAR RIGHT, AROUND BASE OF HILLS, AND CONTINUE 0.9 MILE. KEEP STRAIGHT AHEAD, LEFT FORK, 2.3 MILES TO BARN AND CORRALS. CONTINUE 0.25 MILE. KEEP RIGHT FORK, MAIN-TRAVELED ROAD, 1.4 MILES. TAKE MAIN-TRAVELED ROAD RIGHT, UP CROW CANYON, FOR 1.0 MILE. PASS OLD SHEDS AND CONTINUE 0.25 MILE. TAKE LEFT FORK 0.75 MILE TO GATE. CONTINUE 1.7 MILES TO ANOTHER GATE. CONTINUE 0.7 MILE TO MOUTH OF LARGE CANYON ON LEFT. BEAR LEFT UP CANYON 0.2 MILE TO END OF TRUCK TRAVEL. FOLLOW COW TRAIL SOUTHERLY UP CANYON AND CONTINUE SOUTHERLY TO CREST OF RIDGE. CONTINUE S AND SE ALONG CREST OF RIDGE ABOUT 1 MILE TO HIGHEST POINT AND STATION, ABOUT A 1 1/2-HOUR PACK. HS2171224 USGShttp://www.geocaching.com/mark/details.asp?PID=HS2171224 USGSGeocacheGeocache224 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>224 USGS</h1> <b> PID </b> HS2171 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> COOPERSTOWN (1968) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 43 58. (N) 120 35 47. (W) SCALED <br> <b> NAVD 88 </b> 69.18 (+/-2cm) 227.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.49 (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 3 </td><td> 636,820. </td><td> 1,991,500. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 68.46 (m) 224.6 (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: 10SGG118788(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: 224 1913 <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>1913 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 8.8 MI SE FROM KNIGHTS FERRY. 1.1 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT KNIGHTS FERRY, THENCE 7.2 MILES SOUTHEAST ALONG KNIGHTS FERRY-LA GRANGE ROAD, THENCE 0.45 MILES SOUTHWEST ALONG WARNERVILLE ROAD, AT A RAILROAD CROSSING, AT THE JUNCTION OF CRABTREE ROAD LEADING SOUTH, 92 FEET SOUTH OF THE CENTER LINE OF WARNERVILLE ROAD, 35 FEET WEST OF THE CENTER LINE OF CRABTREE ROAD, 47.8 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, 2 1/2 FEET NORTHEAST OF THE NORTHWEST END OF A STEEL FRAMED WIRE GATE ACROSS A DRIVEWAY LEADING TO MICHEL RANCH NO. 2, 1.0 FOOT EAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROADS, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND. HS00692.30 USBRhttp://www.geocaching.com/mark/details.asp?PID=HS00692.30 USBRGeocacheGeocache2.30 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>2.30 USBR</h1> <b> PID </b> HS0069 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> WESTLEY (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 32 31. (N) 121 11 05. (W) SCALED <br> <b> NAVD 88 </b> 26.43 (+/-2cm) 86.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.24 (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 3 </td><td> 615,860. </td><td> 1,939,490. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 25.69 (m) 84.3 (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: 10SFG603565(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: SIPHON <br>STAMPING: 2.30 <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>BOR</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 1.3 MI SE FROM WESTLEY. ABOUT 1.0 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT WESTLEY, THENCE 0.3 MILE NORTHEAST ALONG SOUTHEAST LEVEE ROAD OF WESTLEY WASTEWAY, AT SIPHON 2.30 FOR A SMALL CONCRETE LINED IRRIGATION CANAL, MIDWAY BETWEEN TWO WOODEN BRIDGE THAT CROSS THE WASTEWAY, IN THE CENTER OF THE TOP OF THE SOUTHEAST HEAD WALL OF THE SIPHON, 78 FEET NORTHWEST OF THE CENTER LINE OF FRANK COX ROAD, 31.5 FEET SOUTH OF THE SOUTH CORNER OF A WOODEN BRIDGE, 24 FEET EAST OF THE EAST CORNER OF A WOODEN BRIDGE 2.298. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS071123.365 SFHHWShttp://www.geocaching.com/mark/details.asp?PID=HS071123.365 SFHHWSGeocacheGeocache23.365 SFHHWSHHWSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>23.365 SFHHWS</h1> <b> PID </b> HS0711 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> RIPON (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 38 17. (N) 121 12 36. (W) SCALED <br> <b> NAVD 88 </b> 8.39 (+/-2cm) 27.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.20 (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 3 </td><td> 626,540. </td><td> 1,937,340. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 7.66 (m) 25.1 (f) COMPUTED 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: 10SFG579671(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: FOUNDATION <br>STAMPING: 23.365 <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>HHWS</td></tr><tr><td>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 5.4 MI E FROM VERNALIS. 0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE GROCERY STORE AND POST OFFICE AT VERNALIS, THENCE 4.75 MILES EAST ALONG STATE HIGHWAY 132, AT THE CROSSING OF A STEEL TOWER POWER TRANSMISSION LINE, IN THE TOP OF THE CONCRETE FOUNDATION SUPPORTING THE EAST LEG OF THE FIRST TOWER NORTHWEST OF THE HIGHWAY, 148 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 68.2 FEET NORTHWEST OF THE WEST CORNER OF A SAN FRANCISCO HETCH HETCHY WATER SUPPLY BUILDING 8548, 0.6 FEET EAST OF THE STEEL LEG, AND ABOUT 10 FEET LOWER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS1732244 TIDhttp://www.geocaching.com/mark/details.asp?PID=HS1732244 TIDGeocacheGeocache244 TIDTIDUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>244 TID</h1> <b> PID </b> HS1732 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> HATCH (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 27 16. (N) 120 57 28. (W) SCALED <br> <b> NAVD 88 </b> 21.51 (+/-2cm) 70.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.24 (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 3 </td><td> 606,020. </td><td> 1,959,500. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 20.80 (m) 68.2 (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: 10SFG806472(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: TID 244 68.57 <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>TID</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 11.2 MI W FROM TURLOCK. 1.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT TURLOCK, THENCE 5.8 MILES WEST ALONG FULKERTH ROAD, THENCE 2.0 MILES SOUTH ALONG BLAKER ROAD, THENCE 0.5 MILE EAST ALONG LINWOOD AVENUE, THENCE 1.6 MILES SOUTH ALONG CENTRAL AVENUE, IN R9E T5S S34, AT A CONCRETE BRIDGE OVER LATERAL NO. 5 1/2, IN THE TOP OF THE NORTHEAST END OF THE SOUTHWEST CONCRETE WING WALL, 11 1/2 FEET WEST OF THE CENTER LINE OF THE AVENUE, AND ABOUT 1 FOOT HIGHER THAN THE AVENUE. HS242325 USGShttp://www.geocaching.com/mark/details.asp?PID=HS242325 USGSGeocacheGeocache25 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>25 USGS</h1> <b> PID </b> HS2423 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> ORESTIMBA PEAK (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 17 51. (N) 121 10 00. (W) SCALED <br> <b> NAVD 88 </b> 84.38 (+/-2cm) 276.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.39 (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 3 </td><td> 588,720. </td><td> 1,940,890. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 83.58 (m) 274.2 (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: 10SFG624294(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: 25 240 1935 <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>1935 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1957 </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 1957 9 MI W FROM NEWMAN. 0.4 MILE NORTHWEST ALONG N STREET FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT NEWMAN, THENCE 0.4 MILE WEST ALONG YOLO STREET, THENCE 5.1 MILES WEST ALONG ORESTIMBA ROAD, THENCE 3.1 MILES SOUTHWEST ALONG A GRADED DIRT ROAD, AT A SMALL WOODEN BRIDGE OVER A CATTLE CROSSING, IN THE TOP OF THE EAST END OF THE WEST CONCRETE WING WALL, 13 FEET NORTHWEST OF THE CENTER LINE OF ROAD, 1.4 FEET WEST OF A 2-INCH IRON PIPE GUARDRAIL, AND ABOUT LEVEL WITH THE ROAD. <p> <h2>STATION RECOVERY (1961) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 RECOVERED IN GOOD CONDITION. HS055325.19 USBRhttp://www.geocaching.com/mark/details.asp?PID=HS055325.19 USBRGeocacheGeocache25.19 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>25.19 USBR</h1> <b> PID </b> HS0553 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> SOLYO (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 36 26. (N) 121 19 29. (W) SCALED <br> <b> NAVD 88 </b> 67.45 (+/-2cm) 221.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.08 (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 3 </td><td> 623,200. </td><td> 1,927,180. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 66.69 (m) 218.8 (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: 10SFG478635(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: FLUME <br>STAMPING: 25.19 <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>BOR</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 4.9 MI SW FROM VERNALIS. 2.4 MILES SOUTH ALONG WELTY ROAD FROM THE POST OFFICE AND STORE AT VERNALIS, THENCE 1.5 MILES WEST ALONG GAFFERY ROAD, THENCE 1.0 MILE NORTH ALONG THE DELTA-MENDOTA CANAL, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE WALL OF FLUME NO. 25.20 OVER THE CANAL, 26.4 FEET EAST OF THE CENTER LINE OF THE WEST LEVEE ROAD. HS242626 USGShttp://www.geocaching.com/mark/details.asp?PID=HS242626 USGSGeocacheGeocache26 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>26 USGS</h1> <b> PID </b> HS2426 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 19 09. (N) 121 07 18. (W) SCALED <br> <b> NAVD 88 </b> 61.74 (+/-2cm) 202.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.52 (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 3 </td><td> 591,100. </td><td> 1,944,900. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 60.97 (m) 200.0 (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: 10SFG664319(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: 26 165 FT 1935 <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>1935 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 5.9 MI W FROM NEWMAN. 0.4 MILE NORTHWEST ALONG N STREET FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT NEWMAN, THENCE 0.4 MILE WEST ALONG YOLO STREET, THENCE 5.1 MILES WEST ALONG ORESTIMBA ROAD, AT A WOODEN BRIDGE OVER A CREEK, IN THE TOP OF THE CENTER OF THE NORTHWEST CONCRETE WING WALL, 13 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.0 FOOT NORTH OF A WOODEN GUARDRAIL, AND ABOUT LEVEL WITH THE ROAD. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS059926.21http://www.geocaching.com/mark/details.asp?PID=HS059926.21GeocacheGeocache26.21BORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>26.21</h1> <b> PID </b> HS0599 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> SOLYO (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 35 40. (N) 121 18 54. (W) SCALED <br> <b> NAVD 88 </b> 58.91 (+/-2cm) 193.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.07 (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 3 </td><td> 621,780. </td><td> 1,928,030. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 58.15 (m) 190.8 (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: 10SFG487621(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. <br>SP_SET: BRIDGE CURB <br>STAMPING: 26.21 <br>MARK LOGO: BOR <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>UNK </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr><tr><td>197412 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 3.9 MI SW FROM VERNALIS. 2.4 MILES SOUTH ALONG WELTY ROAD FROM THE GROCERY STORE AND POST OFFICE AT VERNALIS, THENCE 1.5 MILES WEST ALONG GAFFERY ROAD, 0.5 MILE WEST OF BENCH MARKS Q 745 AND R 933, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE CURB OF BRIDGE 26.21 OVER THE DELTA-MENDOTA CANAL, 13.1 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1.6 FEET EAST OF THE WEST END OF THE CURB, AND ABOUT 0.8 FOOT HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (1974) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG) RECOVERED IN GOOD CONDITION IN SECTION 16, T4S, R6E. HS059828 CADWRhttp://www.geocaching.com/mark/details.asp?PID=HS059828 CADWRGeocacheGeocache28 CADWRCADWRUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>28 CADWR</h1> <b> PID </b> HS0598 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> SOLYO (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 35 18. (N) 121 19 26. (W) SCALED <br> <b> NAVD 88 </b> 80.21 (+/-2cm) 263.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.03 (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 3 </td><td> 621,100. </td><td> 1,927,240. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 79.44 (m) 260.6 (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: 10SFG479614(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: 28 <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>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 5.8 MI SW FROM VERNALIS. 0.5 MILE SOUTH ALONG WELTY ROAD FROM THE GROCERY STORE AND POST OFFICE AT VERNALIS, THENCE 2.2 MILES WEST ALONG BLEWETT ROAD, THENCE 2.25 MILES SOUTHEAST ALONG THE NORTHEAST LEVEE OF THE DELTA-MENDOTA CANAL, THENCE 0.45 MILE WEST ALONG GAFFERY ROAD, THENCE 0.4 MILE SOUTH ALONG KOSTE ROAD, 10 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 5 FEET NORTH OF A TELEPHONE POLE, 2.8 FEET NORTH OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, AND BOLTED ON THE TOP OF AN IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS060428.27 USBRhttp://www.geocaching.com/mark/details.asp?PID=HS060428.27 USBRGeocacheGeocache28.27 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>28.27 USBR</h1> <b> PID </b> HS0604 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> SOLYO (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 34 36. (N) 121 17 14. (W) SCALED <br> <b> NAVD 88 </b> 58.35 (+/-2cm) 191.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.10 (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 3 </td><td> 619,780. </td><td> 1,930,470. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 57.59 (m) 188.9 (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: 10SFG512602(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CURB <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>BOR</td></tr><tr><td>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 7 MI S FROM VERNALIS. 0.5 MILE SOUTH ALONG WELTY ROAD FROM THE GROCERY STORE AND POST OFFICE AT VERNALIS, THENCE 2.2 MILES WEST ALONG BLEWETT ROAD, THENCE 4.35 MILES SOUTHEAST ALONG THE NORTHEAST LEVEE OF THE DELTA-MENDOTA CANAL, AT THE CROSSING OF WELTY ROAD, IN THE TOP OF THE CENTER OF THE EAST CONCRETE CURB OF WELTY ROAD BRIDGE B F 28.27 ACROSS THE CANAL, 13 FEET EAST OF THE CENTER LINE OF WELTY ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. NOTE-- THIS MARK MAY ALSO BE REACHED FROM THE POST OFFICE AT VERNALIS BY GOING 3.7 MILES SOUTH ALONG WELTY ROAD. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 RECOVERED IN GOOD CONDITION. HS060629.19 USBRhttp://www.geocaching.com/mark/details.asp?PID=HS060629.19 USBRGeocacheGeocache29.19 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>29.19 USBR</h1> <b> PID </b> HS0606 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> SOLYO (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 33 56. (N) 121 16 41. (W) SCALED <br> <b> NAVD 88 </b> 59.19 (+/-2cm) 194.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.10 (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 3 </td><td> 618,540. </td><td> 1,931,270. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 58.43 (m) 191.7 (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: 10SFG520590(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CURB <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>BOR</td></tr><tr><td>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 8.1 MI S FROM VERNALIS. 0.5 MILE SOUTH ALONG WELTY ROAD FROM THE GROCERY STORE AND POST OFFICE AT VERNALIS, THENCE 2.2 MILES WEST ALONG BLEWETT ROAD, THENCE 5.4 MILES SOUTHEAST ALONG THE NORTHEAST LEVEE OF THE DELTA-MENDOTA CANAL, AT THE CROSSING OF HAMILTON ROAD, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE CURB OF BRIDGE B.C. 29.19, 13 FEET SOUTH OF THE CENTER LINE OF HAMILTON ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 RECOVERED IN GOOD CONDITION. HS20483http://www.geocaching.com/mark/details.asp?PID=HS20483GeocacheGeocache3OIDUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>3</h1> <b> PID </b> HS2048 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> ESCALON (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 45 18. (N) 120 52 46. (W) SCALED <br> <b> NAVD 88 </b> 44.24 (+/-2cm) 145.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.50 (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 3 </td><td> 639,350. </td><td> 1,966,560. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 43.487 (m) 142.67 (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: 10SFG868807(NAD 83) <br>MARKER: B = BOLT <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 142.29 <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>OID</td></tr><tr><td>1946 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1986 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>1987 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1946 2 MI SW FROM OAKDALE. 2.0 MILES SOUTHWEST ALONG THE SALIDA-OAKDALE HIGHWAY FROM THE SOUTHERN PACIFIC RAILROAD STATION AT OAKDALE, ABOUT 0.1 MILE NORTHEAST OF THE JUNCTION WITH CRANE ROAD, 13.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AN IRON BOLT SET IN A LARGE WASHER IN THE TOP OF THE NORTHWEST HEADWALL OF CULVERT NO. 784+70 AND ABOUT 2 FEET ABOVE THE HIGHWAY. NOTE-- PREVIOUS REFERENCE TO CULVERT NO. 704+70 HAS BEEN FOUND TO BE 784+70. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 NOT RECOVERED. THE HEADWALL NO LONGER EXISTS. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (AJM) MARK NOT FOUND. HS24013 NWWhttp://www.geocaching.com/mark/details.asp?PID=HS24013 NWWGeocacheGeocache3 NWWCA2390Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>3 NWW</h1> <b> PID </b> HS2401 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 19 07. (N) 121 01 28. (W) SCALED <br> <b> NAVD 88 </b> 27.30 (+/-2cm) 89.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.63 (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 3 </td><td> 590,980. </td><td> 1,953,520. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 26.55 (m) 87.1 (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: 10SFG750320(NAD 83) <br>MARKER: R = RIVET <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: 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>UNK </td><td>MONUMENTED </td><td>CA2390</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AT NEWMAN. AT NEWMAN, STANISLAUS COUNTY, 10 FEET EAST OF THE CENTER OF THE INTERSECTION OF MARIPOSA AND O STREETS, BENEATH A CAST-IRON MONUMENT COVER, AND 8 INCHES BELOW THE PAVEMENT. A BRASS PIN SET IN CONCRETE. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS060730 CADWRhttp://www.geocaching.com/mark/details.asp?PID=HS060730 CADWRGeocacheGeocache30 CADWRCADWRUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>30 CADWR</h1> <b> PID </b> HS0607 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> SOLYO (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 33 58. (N) 121 17 11. (W) SCALED <br> <b> NAVD 88 </b> 75.48 (+/-2cm) 247.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.08 (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 3 </td><td> 618,610. </td><td> 1,930,530. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 74.72 (m) 245.1 (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: 10SFG513590(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: 30 <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>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 8.6 MI S FROM VERNALIS. 0.5 MILE SOUTH ALONG WELTY ROAD FROM THE GROCERY STORE AND POST OFFICE AT VERNALIS, THENCE 2.2 MILES WEST ALONG BLEWETT ROAD, THENCE 5.4 MILES SOUTHEAST ALONG THE NORTHEAST LEVEE OF THE DELTA-MENDOTA CANAL, THENCE 0.45 MILE WEST ALONG HAMILTON ROAD, 0.45 MILE WEST OF BENCH MARK 29.19 (USBR), 19 FEET NORTH OF THE CENTER LINE OF HAMILTON ROAD, 43 1/2 FEET EAST OF THE CENTER LINE OF WELTY ROAD, 3 FEET NORTHWEST OF A POWER POLE WITH TWO TRANSFORMERS, 2.9 FEET EAST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND BOLTED ON THE TOP OF A 1 1/2 INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND. HS071432.61http://www.geocaching.com/mark/details.asp?PID=HS071432.61GeocacheGeocache32.61BORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>32.61</h1> <b> PID </b> HS0714 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> WESTLEY (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 32 11. (N) 121 14 31. (W) SCALED <br> <b> NAVD 88 </b> 57.98 (+/-2cm) 190.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.15 (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 3 </td><td> 615,280. </td><td> 1,934,430. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 57.22 (m) 187.7 (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: 10SFG553558(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. <br>SP_SET: BRIDGE CURB <br>STAMPING: 32.61 <br>MARK LOGO: BOR <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>UNK </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr><tr><td>197412 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 3.2 MI W FROM WESTLEY. 0.25 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT WESTLEY, THENCE 3.0 MILES WEST ALONG HOWARD ROAD, 1.15 MILES EAST OF BENCH MARK R 1129, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE CURB OF BRIDGE B.C. 32.61 OVER THE DELTA-MENDOTA CANAL, 14 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1974) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG) RECOVERED IN GOOD CONDITION IN SECTION 6, T5S, R7E. HS064933.283 SFHHWShttp://www.geocaching.com/mark/details.asp?PID=HS064933.283 SFHHWSGeocacheGeocache33.283 SFHHWSHHWSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>33.283 SFHHWS</h1> <b> PID </b> HS0649 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> RIPON (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 38 31. (N) 121 11 17. (W) SCALED <br> <b> NAVD 88 </b> 11.42 (+/-2cm) 37.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.19 (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 3 </td><td> 626,960. </td><td> 1,939,280. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 10.69 (m) 35.1 (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: 10SFG598676(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: FOUNDATION <br>STAMPING: 33.283 <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>HHWS</td></tr><tr><td>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 7 MI E FROM VERNALIS. 0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE GROCERY STORE AND POST OFFICE AT VERNALIS, THENCE 6.05 MILES EAST ALONG STATE HIGHWAY 132, THENCE 0.35 MILE NORTH ALONG AN ASPHALT ROAD, 0.7 MILE EAST AND NORTH OF BENCH MARK K 1128, AT THE CROSSING OF A STEEL TOWER POWER TRANSMISSION LINE, IN THE TOP OF THE SOUTHEAST CONCRETE FOUNDATION OF THE SOUTHEAST LEG OF TOWER 506, 102 FEET WEST OF THE CENTER LINE OF THE ROAD, 0.5 FEET SOUTHEAST OF THE STEEL LEG, AND ABOUT LEVEL WITH THE ROAD. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS061534 CADWRhttp://www.geocaching.com/mark/details.asp?PID=HS061534 CADWRGeocacheGeocache34 CADWRCADWRUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>34 CADWR</h1> <b> PID </b> HS0615 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> WESTLEY (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 30 15. (N) 121 13 31. (W) SCALED <br> <b> NAVD 88 </b> 77.81 (+/-2cm) 255.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.14 (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 3 </td><td> 611,690. </td><td> 1,935,880. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 77.05 (m) 252.8 (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: 10SFG568522(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: 34 <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>CADWR</td></tr><tr><td>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 8.4 MI NW FROM PATTERSON. 0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT PATTERSON, THENCE 3.05 MILES WEST ALONG SPERRY AVENUE, THENCE 2.25 MILES WEST ALONG DEL PUERTO CANYON ROAD, THENCE 2.45 MILES NORTHWEST ALONG A DIRT ROAD AND TELEPHONE LINE, AT THE NORTH CORNER OF A FENCE AROUND A SHEEP CAMP, 44 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 82 FEET SOUTHEAST OF A TELEPHONE POLE, 57.7 FEET EAST AND ACROSS THE ROAD FROM THE EAST CORNER OF A FRAME BUILDING, 1 1/2 FEET WEST OF A FENCE CORNER POST, 1.3 FEET NORTHWEST OF A FENCE, 3.4 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 RECOVERED IN GOOD CONDITION. HS252437 DWRhttp://www.geocaching.com/mark/details.asp?PID=HS252437 DWRGeocacheGeocache37 DWRCADWRUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>37 DWR</h1> <b> PID </b> HS2524 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> PATTERSON (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 27 47. (N) 121 10 59. (W) SCALED <br> <b> NAVD 88 </b> 76.49 (+/-2cm) 251.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.23 (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 3 </td><td> 607,100. </td><td> 1,939,580. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 75.726 (m) 248.44 (f) ADJUSTED 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: 10SFG606477(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: 37 <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>CADWR</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 3.9 MI S FROM PATTERSON. 0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT PATTERSON, THENCE 3.05 MILES WEST ALONG SPERRY AVENUE, THENCE 0.25 MILE WEST ALONG DEL PUERTO CANYON ROAD, 0.4 MILE EAST OF BENCH MARK M 932, 0.25 MILE WEST OF BENCH MARK MI. 39.6 (DWR), AT THE JUNCTION OF A ROAD SOUTH TO A WINDMILL, 42 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 40 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 30 1/2 FEET EAST OF THE EAST END OF A GATE, 4 FEET EAST OF A TELEPHONE POLE WITH A GUY WIRE, 3.2 FEET SOUTH OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE ROAD, AND RIVETED ON THE TOP OF A 1 1/2-INCH IRON PIPE PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1974) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 RECOVERED IN GOOD CONDITION. HS252539.20 USBRhttp://www.geocaching.com/mark/details.asp?PID=HS252539.20 USBRGeocacheGeocache39.20 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>39.20 USBR</h1> <b> PID </b> HS2525 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> PATTERSON (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 28 18. (N) 121 10 38. (W) SCALED <br> <b> NAVD 88 </b> 57.44 (+/-2cm) 188.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.25 (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 3 </td><td> 608,050. </td><td> 1,940,100. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 56.67 (m) 185.9 (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: 10SFG611487(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE CURB <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>BOR</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 3.8 MI W FROM PATTERSON. ABOUT 0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT PATTERSON, THENCE 2.6 MILES WEST ALONG SPERRY AVENUE, THENCE 0.6 MILE NORTHWEST ALONG A GRAVEL ROAD WHICH FOLLOWS THE NORTHEAST BANK OF THE DELTA-MENDOTA CANAL, AT THE CROSSING OF ROGERS ROAD, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE CURB OF BRIDGE 39.20 OVER THE CANAL, 12 FEET SOUTH OF THE CENTER LINE OF ROGERS ROAD AND ABOUT 1 FOOT HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS20574http://www.geocaching.com/mark/details.asp?PID=HS20574GeocacheGeocache4OIDUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>4</h1> <b> PID </b> HS2057 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> OAKDALE (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 46 17. (N) 120 50 05. (W) SCALED <br> <b> NAVD 88 </b> 49.57 (+/-2cm) 162.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.33 (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 3 </td><td> 641,150. </td><td> 1,970,510. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 48.812 (m) 160.14 (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: 10SFG907826(NAD 83) <br>MARKER: B = BOLT <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 159.77 <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>OID</td></tr><tr><td>1932 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1986 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1932 0.7 MI NE FROM OAKDALE. 0.7 MILE NORTHEAST ALONG STATE HIGHWAY 120 FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION AT OAKDALE, STANISLAUS COUNTY, AT IRRIGATION DITCH CULVERT 22+14, AT POLE 32, AND IN THE TOP OF THE NORTHWEST CONCRETE HEADWALL. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 NOT RECOVERED. THE DESCRIBED CULVERT COULD NOT BE FOUND. HS24024 NWWhttp://www.geocaching.com/mark/details.asp?PID=HS24024 NWWGeocacheGeocache4 NWWCA2390Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>4 NWW</h1> <b> PID </b> HS2402 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 19 03. (N) 121 01 24. (W) SCALED <br> <b> NAVD 88 </b> 27.62 (+/-2cm) 90.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.63 (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 3 </td><td> 590,860. </td><td> 1,953,610. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 26.87 (m) 88.2 (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: 10SFG751319(NAD 83) <br>MARKER: R = RIVET <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: 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>UNK </td><td>MONUMENTED </td><td>CA2390</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AT NEWMAN. AT NEWMAN, STANISLAUS COUNTY, 9 FEET EAST AND 9 FEET NORTH OF THE CENTER OF THE INTERSECTION OF KERN AND O STREETS, BENEATH A CAST-IRON MONUMENT COVER, AND 1 FOOT BELOW THE PAVEMENT. A BRASS PIN SET IN CONCRETE. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS22064 TIDhttp://www.geocaching.com/mark/details.asp?PID=HS22064 TIDGeocacheGeocache4 TIDTIDUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>4 TID</h1> <b> PID </b> HS2206 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> CERES (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 30 01. (N) 120 58 02. (W) SCALED <br> <b> NAVD 88 </b> 22.10 (+/-2cm) 72.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.15 (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 3 </td><td> 611,120. </td><td> 1,958,690. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 21.38 (m) 70.1 (f) COMPUTED 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: 10SFG796523(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: NO 4 <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>TID</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 7.6 MI W FROM TURLOCK. 1.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT TURLOCK, THENCE 5.8 MILES WEST ALONG FULKERTH ROAD, THENCE 0.5 MILE SOUTH ALONG BLAKER ROAD, IN R9E T5S S15, AT A CONCRETE BRIDGE OVER THE LOWER LATERAL NO. 4 CANAL, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHWEST CONCRETE WING WALL, 14 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD. HS2453416 USEhttp://www.geocaching.com/mark/details.asp?PID=HS2453416 USEGeocacheGeocache416 USEDODUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>416 USE</h1> <b> PID </b> HS2453 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> CROWS LANDING (1980) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 27 17. (N) 121 01 45. (W) SCALED <br> <b> NAVD 88 </b> 17.75 (+/-2cm) 58.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.34 (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 3 </td><td> 606,090. </td><td> 1,953,180. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 17.02 (m) 55.8 (f) COMPUTED 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: 10SFG743471(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: 59.5 416 <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>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 6.6 MI NE FROM CROWS LANDING. 0.2 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT CROWS LANDING, THENCE 4.6 MILES NORTHEAST ALONG CROWS LANDING ROAD, THENCE 1.8 MILES NORTHWEST ALONG CARPENTER ROAD, 34 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 56 FEET SOUTHWEST AND ACROSS THE ROAD FROM A POWER POLE WITH A GUY WIRE, 46 FEET NORTHWEST OF A FENCE JUNCTION, 22 FEET NORTHWEST OF THE NORTHWEST SIDE OF A LONE 48-INCH TREE, 4.1 FEET SOUTHWEST OF A FENCE, 3.6 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, A BRASS CAP SCREWED ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 0.6 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS246542 DWRhttp://www.geocaching.com/mark/details.asp?PID=HS246542 DWRGeocacheGeocache42 DWRCADWRUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>42 DWR</h1> <b> PID </b> HS2465 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> PATTERSON (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 25 16. (N) 121 09 19. (W) SCALED <br> <b> NAVD 88 </b> 78.73 (+/-2cm) 258.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.32 (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 3 </td><td> 602,430. </td><td> 1,942,000. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 77.957 (m) 255.76 (f) ADJUSTED 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: 10SFG632431(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: 42 <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>CADWR</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 5.2 MI S FROM PATTERSON. 0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT PATTERSON, THENCE 1.0 MILE WEST ALONG SPERRY AVENUE, THENCE 2.9 MILES SOUTH ALONG WARD AVENUE, THENCE 0.75 MILE WEST ALONG OAK FLAT ROAD, 0.35 MILE WEST OF THE CALIFORNIA AQUEDUCT AND BENCH MARK MI. 42.9 (DWR), 83 FEET NORTH OF THE CENTER LINE OF THE ROAD, 54 FEET NORTHEAST OF A POWER POLE, 1.5 FEET SOUTH OF A FENCE, 2.2 FEET WEST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE ROAD, AND BOLTED ON THE TOP OF A 1 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1974) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 RECOVERED IN GOOD CONDITION. HS246142.53 USBRhttp://www.geocaching.com/mark/details.asp?PID=HS246142.53 USBRGeocacheGeocache42.53 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>42.53 USBR</h1> <b> PID </b> HS2461 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> PATTERSON (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 26 34. (N) 121 08 28. (W) SCALED <br> <b> NAVD 88 </b> 57.11 (+/-2cm) 187.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.34 (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 3 </td><td> 604,820. </td><td> 1,943,270. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 56.35 (m) 184.9 (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: 10SFG644456(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE CURB <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>BOR</td></tr><tr><td>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 3.1 MI S FROM PATTERSON. 0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT PATTERSON, THENCE 1.0 MILE WEST ALONG SPERRY AVENUE, THENCE 1.5 MILES SOUTH ALONG WARD AVENUE, AT CONCRETE BRIDGE B.C. 42.53 OVER THE DELTA-MENDOTA CANAL, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE CURB, 14 FEET WEST OF THE CENTER LINE OF THE AVENUE, AND ABOUT 1 FOOT HIGHER THAN THE AVENUE. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 RECOVERED IN GOOD CONDITION. HS247343 CADWRhttp://www.geocaching.com/mark/details.asp?PID=HS247343 CADWRGeocacheGeocache43 CADWRCADWRUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>43 CADWR</h1> <b> PID </b> HS2473 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> PATTERSON (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 24 24. (N) 121 08 29. (W) SCALED <br> <b> NAVD 88 </b> 76.39 (+/-2cm) 250.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.37 (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 3 </td><td> 600,820. </td><td> 1,943,220. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 75.62 (m) 248.1 (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: 10SFG644416(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: 43 <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>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 5.6 MI S FROM PATTERSON. 0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT PATTERSON, THENCE 1.0 MILE WEST ALONG SPERRY AVENUE, THENCE 4.0 MILES SOUTH ALONG WARD AVENUE, 23 1/2 FEET EAST OF THE CENTER LINE OF THE AVENUE, 4 1/2 FEET SOUTH OF TELEPHONE POLE 80/12, 0.9 FOOT EAST OF A FENCE, 2.9 FEET SOUTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE AVENUE, AND BOLTED ON THE TOP OF A 1 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND. HS2164450.528 HHWShttp://www.geocaching.com/mark/details.asp?PID=HS2164450.528 HHWSGeocacheGeocache450.528 HHWSHHWSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>450.528 HHWS</h1> <b> PID </b> HS2164 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> KNIGHTS FERRY (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 47 40. (N) 120 37 38. (W) SCALED <br> <b> NAVD 88 </b> 138.72 (+/-2cm) 455.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.39 (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 3 </td><td> 643,670. </td><td> 1,988,800. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 137.98 (m) 452.7 (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: 10SGG089856(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: 450.528 <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>HHWS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 3.4 MI SE FROM KNIGHTS FERRY. 1.1 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT KNIGHTS FERRY, THENCE 2.35 MILES SOUTHEAST ALONG KNIGHTS FERRY-LA GRANGE ROAD, ABOUT 51 YARDS NORTH OF A HETCH HETCHY WATER SERVICE METER STATION BUILDING, 34 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET NORTH OF A LONE 4-FOOT HIGH BOULDER, 1.7 FEET SOUTHWEST OF A FENCE, 1.2 FEET SOUTHWEST OF A 6-BY 6-INCH CONCRETE WITNESS POST, LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. HS2165453.657 HHWShttp://www.geocaching.com/mark/details.asp?PID=HS2165453.657 HHWSGeocacheGeocache453.657 HHWSHHWSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>453.657 HHWS</h1> <b> PID </b> HS2165 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> KNIGHTS FERRY (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 47 40. (N) 120 37 38. (W) SCALED <br> <b> NAVD 88 </b> 139.68 (+/-2cm) 458.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.39 (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 3 </td><td> 643,670. </td><td> 1,988,800. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 138.94 (m) 455.8 (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: 10SGG089856(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: 453.657 <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>HHWS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 3.4 MI SE FROM KNIGHTS FERRY. 1.1 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE POST OFFICE AT KNIGHTS FERRY, THENCE 2.35 MILES SOUTHEAST ALONG KNIGHTS FERRY-LA GRANGE ROAD, ABOUT 66 YARDS NORTH AND ACROSS THE ROAD FROM A HETCH HETCHY WATER SERVICE METER STATION BUILDING, 30 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 109 1/2 FEET NORTHWEST OF THE NORTHWEST END OF A CATTLE GUARD ACROSS A DIRT ROAD LEADING NORTHEAST, 0.7 FOOT NORTHEAST OF A FENCE, 1.1 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. HS237746.36 USBRhttp://www.geocaching.com/mark/details.asp?PID=HS237746.36 USBRGeocacheGeocache46.36 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>46.36 USBR</h1> <b> PID </b> HS2377 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> CROWS LANDING (1980) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 23 50. (N) 121 06 44. (W) SCALED <br> <b> NAVD 88 </b> 56.85 (+/-2cm) 186.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.44 (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 3 </td><td> 599,750. </td><td> 1,945,790. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 56.09 (m) 184.0 (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: 10SFG670406(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE ABUTMENT <br>STAMPING: 46.36 <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>BOR</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 2.5 MI NW FROM CROWS LANDING. 2.0 MILES WEST ALONG FINK ROAD FROM THE JUNCTION OF STATE HIGHWAY 33 AT CROWS LANDING, THENCE 0.5 MILE NORTHWEST ALONG THE DELTA-MENDOTA CANAL, IN THE TOP OF THE NORTHWEST END OF THE SOUTHEAST CONCRETE ABUTMENT OF BRIDGE NO. 46.36 OVER THE CANAL, 21 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD ALONG THE CANAL, 10 FEET NORTHWEST OF THE CENTER LINE OF A FARM ROAD, AND ABOUT LEVEL WITH THE ROAD. HS248047 DWRhttp://www.geocaching.com/mark/details.asp?PID=HS248047 DWRGeocacheGeocache47 DWRCADWRUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>47 DWR</h1> <b> PID </b> HS2480 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 21 14. (N) 121 06 30. (W) SCALED <br> <b> NAVD 88 </b> 56.54 (+/-2cm) 185.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.50 (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 3 </td><td> 594,940. </td><td> 1,946,110. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 55.77 (m) 183.0 (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: 10SFG675358(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: 47 <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>CADWR</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 4.6 MI SE FROM CROWS LANDING. 2.0 MILES WEST ALONG FINK ROAD FROM THE JUNCTION OF STATE HIGHWAY 33 AT CROWS LANDING, THENCE 2.65 MILES SOUTH ALONG THE EAST LEVEE ROAD OF THE DELTA-MENDOTA CANAL, 145.6 FEET WEST OF BENCH MARK R 1131, 77 FEET SOUTH OF THE CENTER OF A WIRE GATE ACROSS A TRACK ROAD, 1.4 FEET WEST OF A T JUNCTION FENCE CORNER POST, 2.8 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE LEVEE ROAD, AND BOLTED ON THE TOP OF A 1 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND. HS237647.38 USBRhttp://www.geocaching.com/mark/details.asp?PID=HS237647.38 USBRGeocacheGeocache47.38 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>47.38 USBR</h1> <b> PID </b> HS2376 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> CROWS LANDING (1980) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 23 03. (N) 121 06 14. (W) SCALED <br> <b> NAVD 88 </b> 56.74 (+/-2cm) 186.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.47 (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 3 </td><td> 598,300. </td><td> 1,946,520. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 55.98 (m) 183.7 (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: 10SFG678391(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE ABUTMENT <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>BOR</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 2.6 I SW FROM CROWS LANDING. 2.0 MILES WEST ALONG FINK ROAD FROM THE JUNCTION OF STATE HIGHWAY 33 AT CROWS LANDING, THENCE 0.55 MILE SOUTH ALONG THE DELTA-MANDOTA CANAL, IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE NO. 47.38 OVER THE CANAL, 23 FEET WEST OF THE CENTER LINE OF THE EAST LEVEE ROAD ALONG THE CANAL, 10 FEET NORTH OF A FARM ROAD, AND ABOUT LEVEL WITH THE LEVEE ROAD. HS247648.13 USBRhttp://www.geocaching.com/mark/details.asp?PID=HS247648.13 USBRGeocacheGeocache48.13 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>48.13 USBR</h1> <b> PID </b> HS2476 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 22 28. (N) 121 06 13. (W) SCALED <br> <b> NAVD 88 </b> 57.52 (+/-2cm) 188.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.48 (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 3 </td><td> 597,220. </td><td> 1,946,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 56.76 (m) 186.2 (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: 10SFG679380(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: FLUME HEAD WALL <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>BOR</td></tr><tr><td>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 3.2 MI WSW FROM CROWS LANDING. 2.0 MILES WEST ALONG FINK ROAD FROM THE JUNCTION OF STATE HIGHWAY 33 AT CROWS LANDING, THENCE 1.25 MILES SOUTH ALONG THE EAST LEVEE ROAD OF THE DELTA-MENDOTA CANAL, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD WALL OF CONCRETE FLUME 48.13 OVER THE CANAL, 14 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS247748.38 USBRhttp://www.geocaching.com/mark/details.asp?PID=HS247748.38 USBRGeocacheGeocache48.38 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>48.38 USBR</h1> <b> PID </b> HS2477 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 22 13. (N) 121 06 13. (W) SCALED <br> <b> NAVD 88 </b> 56.70 (+/-2cm) 186.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.49 (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 3 </td><td> 596,760. </td><td> 1,946,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 55.94 (m) 183.5 (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: 10SFG679376(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE CURB <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>BOR</td></tr><tr><td>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 3.5 MI SW FROM CROWS LANDING. 2.0 MILES WEST ALONG FINK ROAD FROM THE JUNCTION OF STATE HIGHWAY 33 AT CROWS LANDING, THENCE 1.5 MILES SOUTH ALONG THE EAST LEVEE ROAD OF THE DELTA-MENDOTA CANAL, AT THE CROSSING OF DIHEL ROAD, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE CURB OF BRIDGE 48.38 OVER THE CANAL, 17 FEET WEST OF THE CENTER LINE OF THE LEVEE ROAD, 14 FEET NORTH OF THE CENTER LINE OF DIHEL ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 RECOVERED IN GOOD CONDITION. HS247848.61 USBRhttp://www.geocaching.com/mark/details.asp?PID=HS247848.61 USBRGeocacheGeocache48.61 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>48.61 USBR</h1> <b> PID </b> HS2478 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 21 57. (N) 121 06 14. (W) SCALED <br> <b> NAVD 88 </b> 56.83 (+/-2cm) 186.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.49 (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 3 </td><td> 596,260. </td><td> 1,946,510. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 56.07 (m) 184.0 (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: 10SFG679371(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: DAM PIER <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>BOR</td></tr><tr><td>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 3.8 MI SW FROM CROWS LANDING. 2.0 MILES WEST ALONG FINK ROAD FROM THE JUNCTION OF STATE HIGHWAY 33 AT CROWS LANDING, THENCE 1.75 MILES SOUTH ALONG THE EAST LEVEE ROAD OF THE DELTA-MENDOTA CANAL, AT CHECK DAM 48.61 (NO. 9), IN THE TOP OF THE NORTH END OF THE EAST CONCRETE PIER OF THE DAM, 60 FEET WEST OF THE CENTER LINE OF THE ROAD, 1.1 FEET NORTH OF THE NORTH EDGE OF A CAT-WALK ACROSS THE DAM, AND ABOUT 3 1/2 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 RECOVERED IN GOOD CONDITION. HS066049 USGShttp://www.geocaching.com/mark/details.asp?PID=HS066049 USGSGeocacheGeocache49 USGSCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>49 USGS</h1> <b> PID </b> HS0660 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> BRUSH LAKE (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 33 58. (N) 121 07 18. (W) SCALED <br> <b> NAVD 88 </b> 15.67 (+/-2cm) 51.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.23 (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 3 </td><td> 618,500. </td><td> 1,945,080. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 14.93 (m) 49.0 (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: 10SFG658593(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 49 1912 <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>1912 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 5.9 MI NE FROM WESTLEY. 0.25 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT WESTLEY, THENCE 1.65 MILES NORTHEAST ALONG HOWARD ROAD, THENCE 4.0 MILES EAST ALONG GRAYSON ROAD, AT THE JUNCTION OF A DIRT ROAD NORTH AND A DRIVEWAY SOUTH TO A HOUSE, IN THE FRONT YARD OF A RESIDENCE, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 69.8 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 53 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY, 18 FEET WEST OF THE EXTENDED CENTER LINE OF A ROAD NORTH, 84 FEET WEST AND ACROSS THE DRIVEWAY FROM A POWER POLE, ABOUT 1/2 FOOT HIGHER THAN THE ROAD, A CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS06085http://www.geocaching.com/mark/details.asp?PID=HS06085GeocacheGeocache5BORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5</h1> <b> PID </b> HS0608 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> SOLYO (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 33 34. (N) 121 16 14. (W) SCALED <br> <b> NAVD 88 </b> 58.32 (+/-2cm) 191.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.11 (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 3 </td><td> 617,860. </td><td> 1,931,920. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 57.56 (m) 188.8 (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: 10SFG527583(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: CONCRETE PIER <br>STAMPING: 29.82 <br>MARK LOGO: BOR <br>MAGNETIC: N = NO MAGNETIC MATERIAL <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>BOR</td></tr><tr><td>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>197412 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 8.8 MI S FROM VERNALIS. 0.5 MILE SOUTH ALONG WELTY ROAD FROM THE GROCERY STORE AND POST OFFICE AT VERNALIS, THENCE 2.2 MILES WEST ALONG BLEWETT ROAD, THENCE 6.05 MILES SOUTHEAST ALONG THE NORTHEAST LEVEE OF THE DELTA-MENDOTA CANAL, 0.1 MILE WEST OF THE CROSSING OF MC CRACKEN ROAD, AT CHECK GATE NO. 5, IN THE TOP OF THE WEST END OF THE FIRST CONCRETE PIER SOUTH OF THE NORTHEAST LEVEE, 56 FEET SOUTH OF THE CENTER LINE OF THE LEVEE ROAD, 1.1 FEET WEST OF THE WEST EDGE OF THE CAT-WALK, AND ABOUT 3 FEET LOWER THAN THE LEVEE ROAD. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1974) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (RRG) 0.5 MILE SOUTH ALONG WELTY ROAD FROM THE GROCERY STORE AND POST OFFICE AT VERNALIS, THENCE 2.2 MILES WEST ALONG BLEWETT ROAD, THENCE 0.65 MILE SOUTHEAST ALONG THE NORTHEAST LEVEE OF THE DELTA-MENDOTA CANAL, 0.1 MILE WEST OF THE CROSSING OF MCCRACKEN ROAD, AT CHECK GATE NO. 5 IN THE TOP OF THE WEST END OF THE FIRST CONCRETE PIER SOUTH OF THE NORTHEAST LEVEE ROAD, 56 FEET SOUTH OF THE CENTER LINE OF THE LEVEE ROAD, 1.1 FEET WEST OF THE WEST EDGE OF THE CATWALK, AND ABOUT 3 FEET LOWER THAN THE LEVEE ROAD. SECTION 26, T4S, R6E. HS20585http://www.geocaching.com/mark/details.asp?PID=HS20585GeocacheGeocache5OIDUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5</h1> <b> PID </b> HS2058 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> OAKDALE (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 46 32. (N) 120 48 54. (W) SCALED <br> <b> NAVD 88 </b> 57.91 (+/-2cm) 190.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.26 (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 3 </td><td> 641,610. </td><td> 1,972,250. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 57.147 (m) 187.49 (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: 10SFG924831(NAD 83) <br>MARKER: B = BOLT <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 187.23 <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>OID</td></tr><tr><td>1946 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1986 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1946 1.8 MI E FROM OAKDALE. 1.8 MILES EAST ALONG THE STATE HIGHWAY NO. 120 FROM THE SOUTHERN PACIFIC RAILROAD STATION AT OAKDALE, ABOUT HALF WAY BETWEEN TWO CURVES, 39.0 FEET EAST OF POWER POLE NO. 69, 21.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AN IRON BOLT SET IN A LARGE WASHER IN THE TOP AND ABOUT THE MIDDLE OF THE SOUTH CONCRETE HEADWALL OF CULVERT NO. 78+78, AND ABOUT 2 FEET ABOVE THE HIGHWAY. NOTE-- THE PREVIOUS REFERENCE OF CULVERT 78+18 HAS BEEN FOUND TO BE 78+78. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 NOT RECOVERED. THE DESCRIBED HEADWALL COULD NOT BE FOUND. HS24035 NWWhttp://www.geocaching.com/mark/details.asp?PID=HS24035 NWWGeocacheGeocache5 NWWCA2390Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5 NWW</h1> <b> PID </b> HS2403 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 19 01. (N) 121 01 31. (W) SCALED <br> <b> NAVD 88 </b> 28.24 (+/-2cm) 92.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.63 (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 3 </td><td> 590,800. </td><td> 1,953,440. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 27.49 (m) 90.2 (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: 10SFG749318(NAD 83) <br>MARKER: R = RIVET <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: 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>UNK </td><td>MONUMENTED </td><td>CA2390</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AT NEWMAN. AT NEWMAN, STANISLAUS COUNTY, 11 FEET NORTHEAST OF THE CENTER OF THE INTERSECTION OF KERN AND P STREETS, BENEATH A CAST-IRON MONUMENT COVER, AND 8 INCHES BELOW THE PAVEMENT. A BRASS PIN SET IN CONCRETE. NOTE-- RECOVERED IN THE NORTH HALF OF SECTION 19, T7S, R9E. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS242750 DWRhttp://www.geocaching.com/mark/details.asp?PID=HS242750 DWRGeocacheGeocache50 DWRCADWRUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>50 DWR</h1> <b> PID </b> HS2427 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 19 11. (N) 121 06 16. (W) SCALED <br> <b> NAVD 88 </b> 56.85 (+/-2cm) 186.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.55 (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 3 </td><td> 591,150. </td><td> 1,946,430. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 56.08 (m) 184.0 (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: 10SFG679320(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: 50 <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>CADWR</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 4.9 MI W FROM NEWMAN. 0.4 MILE NORTHWEST ALONG N. STREET FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT NEWMAN, THENCE 0.4 MILE WEST ALONG YOLO STREET, THENCE 4.1 MILES WEST ALONG ORESTIMBA ROAD, 21 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 17 FEET WEST OF THE EXTENDED CENTER LINE OF BELL ROAD NORTH, 7 FEET WEST OF A POWER POLE, 1.9 FEET NORTH OF A FENCE, 2.9 FEET WEST OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE ROAD, AND BOLTED ON THE TOP OF A 1 1/2-INCH IRON PIPE PROJECTING 0.2 FOOT ABOVE THE GROUND. HS248251.18 USBRhttp://www.geocaching.com/mark/details.asp?PID=HS248251.18 USBRGeocacheGeocache51.18 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>51.18 USBR</h1> <b> PID </b> HS2482 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 19 58. (N) 121 06 16. (W) SCALED <br> <b> NAVD 88 </b> 56.62 (+/-2cm) 185.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.54 (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 3 </td><td> 592,600. </td><td> 1,946,440. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 55.85 (m) 183.2 (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: 10SFG679334(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: CANAL HEADWALL <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>BOR</td></tr><tr><td>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 6.2 MI SW FROM CROWS LANDING. 2.0 MILES WEST ALOND FINK ROAD FROM THE JUNCTION OF STATE HIGHWAY 33 AT CROWS LANDING, THENCE 4.25 MILES SOUTH ALONG THE EAST LEVEE ROAD OF THE DELTA-MENDOTA CANAL, AT THE CROSSING OF BELL ROAD, AT A POINT WHERE THE CANAL GOES UNDER THE ROAD, IN THE TOP OF THE NORTH CONCRETE HEAD WALL OF THE CANAL, 64 FEET WEST OF THE CENTER LINE OF BELL ROAD, 3.5 FEET WEST OF THE EAST END OF THE EAST HEAD WALL AND ABOUT 16 FEET HIGHER THAN BELL ROAD. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 RECOVERED IN GOOD CONDITION. HS248351.40 USBRhttp://www.geocaching.com/mark/details.asp?PID=HS248351.40 USBRGeocacheGeocache51.40 USBRBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>51.40 USBR</h1> <b> PID </b> HS2483 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 19 47.38199(N) 121 06 10.55425(W) ADJUSTED <br> <b> NAVD 88 </b> 56. (meters) 184. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> X </b> -2,623,126.476 (meters) COMP <br> <b> Y </b> -4,347,903.429 (meters) COMP <br> <b> Z </b> 3,846,577.769 (meters) COMP <br> <b> LAPLACE CORR</b> -3.13 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> 23.83 (meters) (10/14/94) GPS OBS <br> <b> GEOID HEIGHT</b> -32.54 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <b> VERT ORDER </b> THIRD (See Below) <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 October 1994. 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. The vertical order pertains to the NGVD 29 superseded value. <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 3 </td><td> 592,267.196 1</td><td>946,567.457</td><td> MT </td><td>0.99995604</td><td> -0 ' 22 08.9"</td></tr><tr><td>SPC CA 3 </td><td>1,943,129.96 6</td><td>386,363.40 </td><td> sFT </td><td>0.99995604</td><td> -0 ' 22 08.9"</td></tr><tr><td>UTM 10 </td><td>4,133,149.930 </td><td>668,069.998</td><td> MT </td><td>0.99994797</td><td> +1 ' 09 02.4"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99999626 x 0.99995604 = 0.99995230 <br> <b>UTM 10 </b> 0.99999626 x 0.99994797 = 0.99994423 <br> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 55.59 (m) 182.4 (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: 10SFG6807033150(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: CONCRETE BRIDGE <br>STAMPING: 5140 <br>MARK LOGO: BOR <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - December 30, 1993 <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>BOR</td></tr><tr><td>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19931230</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 6.5 MI SW FROM CROWS LANDING. 2.0 MILES WEST ALONG FINK ROAD FROM THE JUNCTION OF STATE HIGHWAY 33 AT CROWS LANDING, THENCE 4.5 MILES SOUTH ALONG THE EAST LEVEE ROAD OF THE DELTA-MENDOTA CANAL, 0.6 MILE NORTH OF BENCH MARK B 52.01, (USBR), AT THE CROSSING OF STUHR ROAD, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE CURB OF CONCRETE BRIDGE B.C. 51.40 OVER THE CANAL, 12 1/2 FEET NORTH OF THE CENTER LINE OF STUHR ROAD, 1.8 WEST OF THE EAST END OF THE CURB, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1993) </h2> <p>RECOVERY NOTE BY CALTRANS 1993 (DBS) THE STATION WAS RECOVERED. A COMPLETE NEW DESCRIPTION FOLLOWS. THE STATION IS LOCATED AT THE STUHR ROAD BRIDGE OVER THE DELTA-MENDOTA CANAL, ABOUT 8 MI (12.9 KM) NORTHWEST OF GUSTINE AND ABOUT 4.5 MI (7.2 KM) WEST OF NEWMAN. TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 5 AND STUHR ROAD (NEWMAN EXIT), ABOUT 5 MI (8.0 KM) WEST OF NEWMAN, GO EAST ON STUHR ROAD FOR 0.55 MI (0.89 KM) TO THE BRIDGE (NO. 5140)OVER THE DELTA-MENDOTA CANAL AND THE STATION ON THE LEFT AT THE NORTHEAST CORNER OF THE BRIDGE. THE STATION IS 12 FT (3.7 M) NORTH OF THE CENTERLINE OF STUHR ROAD, 1.6 FT (0.5 M) WEST OF THE EAST END OF THE CONCRETE CURB, 1.5 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST, 0.4 FT (0.1 M) NORTH OF THE SOUTHERLY EDGE OF THE CONCRETE CURB AND 1 FT (0.3 M) ABOVE THE ROADWAY. THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. HS243254.39 USBRhttp://www.geocaching.com/mark/details.asp?PID=HS243254.39 USBRGeocacheGeocache54.39 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>54.39 USBR</h1> <b> PID </b> HS2432 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 17 25. (N) 121 05 14. (W) SCALED <br> <b> NAVD 88 </b> 56.35 (+/-2cm) 184.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.61 (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 3 </td><td> 587,870. </td><td> 1,947,930. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 55.58 (m) 182.3 (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: 10SFG695287(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: CANAL HEADWALL <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>BOR</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 5 MI W FROM NEWMAN. 0.7 MILE WEST ALONG MERCED STREET FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT NEWMAN, THENCE 1.0 MILE WEST ALONG HOYER ROAD, THENCE 0.5 MILE SOUTH ALONG DRAPER ROAD, THENCE 1.0 MILE WEST ALONG SHIELLS ROAD, THENCE 0.7 MILE SOUTH ALONG EASTIN ROAD, THENCE 1.1 MILES WEST ALONG NEWMAN WESTGATE CANAL, IN R8E T7S, IN THE SOUTHEAST QUARTER OF SECTION 28, AT THE JUNCTION OF DELTA MENDOTA CANAL, AT CHECK GATE 10 (54.39), IN THE TOP OF THE NORTH END OF THE EAST ONE OF FOUR CONCRETE HEADWALLS SUPPORTING THE GATES, 48 FEET WEST OF THE CENTER LINE OF THE EAST LEVEE ROAD, 34.8 FEET WEST OF THE EAST END OF THE CONCRETE WALKWAY ACROSS THE CANAL, AND 1.3 FEET NORTH OF AN IRON GUARD RAIL. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS20626http://www.geocaching.com/mark/details.asp?PID=HS20626GeocacheGeocache6OIDUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6</h1> <b> PID </b> HS2062 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> OAKDALE (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 46 49. (N) 120 46 27. (W) SCALED <br> <b> NAVD 88 </b> 61.98 (+/-2cm) 203.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.10 (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 3 </td><td> 642,120. </td><td> 1,975,850. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 61.210 (m) 200.82 (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: 10SFG960837(NAD 83) <br>MARKER: B = BOLT <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 200.48 <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>OID</td></tr><tr><td>1932 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1986 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1932 4.1 MI E FROM OAKDALE. 4.1 MILES EAST ALONG STATE HIGHWAY 120 FROM THE SOUTHERN PACIFIC CO. RAILROAD STATION AT OAKDALE, STANISLAUS COUNTY, AT A ROAD INTERSECTION, 36 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, NEAR HIGHWAY CULVERT 200+18, ON THE WEST SIDE OF THE ROAD, AND IN THE TOP OF THE WEST HEADWALL OF A CULVERT. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 NOT RECOVERED. THE DESCRIBED CULVERT HAS BEEN REMOVED. BELIEVED DESTROYED. HS24046 NWWhttp://www.geocaching.com/mark/details.asp?PID=HS24046 NWWGeocacheGeocache6 NWWCA2390Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6 NWW</h1> <b> PID </b> HS2404 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 18 58. (N) 121 01 27. (W) SCALED <br> <b> NAVD 88 </b> 27.65 (+/-2cm) 90.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.64 (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 3 </td><td> 590,700. </td><td> 1,953,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 26.90 (m) 88.3 (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: 10SFG750317(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: SIDEWALK <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>CA2390</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AT NEWMAN. AT NEWMAN, STANISLAUS COUNTY, AT THE NORTHWEST CORNER OF THE INTERSECTION OF TULARE AND P STREETS, 1 FOOT SOUTH OF THE SOUTH EDGE OF THE EAST-AND-WEST SIDEWALK, AND 1 FOOT WEST OF THE WEST EDGE OF THE NORTH-AND-SOUTH SIDEWALK. THE TOP OF AN AXLE. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS025062 USGShttp://www.geocaching.com/mark/details.asp?PID=HS025062 USGSGeocacheGeocache62 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>62 USGS</h1> <b> PID </b> HS0250 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> BRUSH LAKE (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 36 31. (N) 121 05 06. (W) SCALED <br> <b> NAVD 88 </b> 19.77 (+/-2cm) 64.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.12 (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 3 </td><td> 623,200. </td><td> 1,948,350. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 19.04 (m) 62.5 (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: 10SFG690641(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 62 1912 <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>1912 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1942 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1942 5.3 MI W FROM MODESTO. 5.3 MILES WEST OF RAILROAD STATION AT MODESTO, ALONG PARADISE ROAD, 36 FEET WEST OF STONE AVENUE, 24 FEET SOUTH OF CENTER LINE OF ROAD, AT JUNCTION OF STONE AVENUE AND PARADISE ROAD. A USGS STANDARD DISK SET IN A CONCRETE CULVERT. HS022567 USGShttp://www.geocaching.com/mark/details.asp?PID=HS022567 USGSGeocacheGeocache67 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>67 USGS</h1> <b> PID </b> HS0225 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> SALIDA (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 42 53. (N) 121 05 31. (W) SCALED <br> <b> NAVD 88 </b> 21.23 (+/-2cm) 69.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.98 (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 3 </td><td> 634,980. </td><td> 1,947,810. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 20.51 (m) 67.3 (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: 10SFG681758(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: 67.018 B 1901 <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>1901 </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 0.8 MI NW FROM SALIDA. IN STANISLAUS COUNTY, CALIFORNIA, ABOUT 0.8 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM SALIDA, STANISLAUS COUNTY, AND ABOUT 2.7 MILES SOUTHEAST OF RIPON, SAN JOAQUIN COUNTY, 455 FEET SOUTHEAST OF BLOCK SIGNAL 1058, 300 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM THE PERRONE RANCH HOUSE, 46.5 FEET NORTHEAST OF THE TRACK, OPPOSITE POLE 1524, AND 31 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 99, AT THE RIGHT OF WAY FENCE. A USGS STANDARD CAP, STAMPED 67.018 B 1901 AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE, 1 1/2 FEET ABOVE THE GROUND. HS24067 NWWhttp://www.geocaching.com/mark/details.asp?PID=HS24067 NWWGeocacheGeocache7 NWWCA2390Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>7 NWW</h1> <b> PID </b> HS2406 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 18 52. (N) 121 01 30. (W) SCALED <br> <b> NAVD 88 </b> 27.63 (+/-2cm) 90.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.64 (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 3 </td><td> 590,520. </td><td> 1,953,460. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 26.88 (m) 88.2 (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: 10SFG750315(NAD 83) <br>MARKER: R = RIVET <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: WATER TANK BASE <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>CA2390</td></tr><tr><td>1947 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 AT NEWMAN. AT NEWMAN, AT THE INTERSECTION OF FRESINO STREET AND Q STREET, AN IRON RIVET PAINTED WHITE IN THE TOP OF THE CONCRETE BASE SUPPORTING THE SOUTHEAST LEG OF THE CITY WATER TANK, 0.9 FOOT NORTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE BASE AND ABOUT 1 FOOT ABOVE THE GROUND. NOTE-- IN THE NORTHWEST QUARTER OF SECTION 19, T7S, R9E. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS20667 OIDhttp://www.geocaching.com/mark/details.asp?PID=HS20667 OIDGeocacheGeocache7 OIDOIDUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>7 OID</h1> <b> PID </b> HS2066 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> KNIGHTS FERRY (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 47 14. (N) 120 43 53. (W) SCALED <br> <b> NAVD 88 </b> 60.67 (+/-2cm) 199.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.91 (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 3 </td><td> 642,880. </td><td> 1,979,620. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 59.90 (m) 196.5 (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: 10SFG997846(NAD 83) <br>MARKER: B = BOLT <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <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>OID</td></tr><tr><td>1946 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1959 </td><td>MARK NOT FOUND </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1946 6 MI SW FROM KNIGHTS FERRY. 0.8 MILE SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE AT KNIGHTS FERRY, THENCE 5.2 MILES WEST ALONG STATE HIGHWAY NO. 120, 6.5 MILES EAST ALONG STATE HIGHWAY NO. 120 FROM THE SOUTHERN PACIFIC RAILROAD STATION AT OAKDALE, BOLT SET IN THE TOP AND ABOUT THE CENTER OF THE NORTH CONCRETE HEADWALL OF CULVERT NO. 329+48, AND ABOUT 2 FEET ABOVE THE HIGHWAY. NOTE-- THE PREVIOUS REFERENCE TO CULVERT 329+49 HAS BEEN FOUND TO BE 329+48. NOTE-- THERE IS EVIDENCE OF HIGHWAY WIDENING AND GRADING (USGS). <p> <h2>STATION RECOVERY (1959) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959 MARK NOT FOUND. AA42587 RS 406http://www.geocaching.com/mark/details.asp?PID=AA42587 RS 406GeocacheGeocache7 RS 406USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>7 RS 406</h1> <b> PID </b> AA4258 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> LA GRANGE (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 40 52.28944(N) 120 28 10.05955(W) ADJUSTED <br> <b> NAVD 88 </b> 124.5 (meters) 408. (feet) GPS OBS <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> X </b> -2,562,884.914 (meters) COMP <br> <b> Y </b> -4,356,223.027 (meters) COMP <br> <b> Z </b> 3,877,556.921 (meters) COMP <br> <b> LAPLACE CORR</b> 7.18 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> 94.39 (meters) (10/14/94) GPS OBS <br> <b> GEOID HEIGHT</b> -30.21 (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 October 1994. 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 3 </td><td> 631,089.962 2</td><td>002,693.698</td><td> MT </td><td>0.99992992</td><td> +0 ' 01 07.3"</td></tr><tr><td>SPC CA 3 </td><td>2,070,500.98 6</td><td>570,504.24 </td><td> sFT </td><td>0.99992992</td><td> +0 ' 01 07.3"</td></tr><tr><td>UTM 10 </td><td>4,173,456.880 </td><td>723,151.445</td><td> MT </td><td>1.00021339</td><td> +1 ' 32 50.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99998519 x 0.99992992 = 0.99991511 <br> <b>UTM 10 </b> 0.99998519 x 1.00021339 = 1.00019858 <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: 10SGG2315173457(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>STAMPING: 7 RS 406 1940 <br>MARK LOGO: USGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - December 31, 1993 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1940 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>19931118</td><td>GOOD </td><td>CADT</td></tr><tr><td>19931231</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1993 (PDG) TEXT SUPERSEDED BY LATER RECOVERY. <p> <h2>STATION RECOVERY (1993) </h2> <p>RECOVERY NOTE BY CALTRANS 1993 (DBS) THE STATION IS LOCATED NEAR THE INTERSECTION OF LA GRANGE AND COOPERSTOWN ROADS, ABOUT 23 MI (37.0 KM) NORTHWEST OF THE CITY OF TURLOCK, ABOUT 17 MI (27.4 KM) EAST-NORTHEAST OF WATERFORD AND ABOUT 2 MI (3.2 KM) NORTHWEST OF THE COMMUNITY OF LA GRANGE. TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 132 AND HICKHAM ROAD TO THE SOUTH AND F STREET (COUNTY ROAD J9) TO THE NORTH IN WATERFORD, GO EAST ON HIGHWAY 132 FOR 7.9 MI (12.7 KM) TO A SIDE ROAD RIGHT, ROBERTS FERRY ROAD. CONTINUE NORTHEASTERLY ON HIGHWAY 132 FOR 7.7 MI (12.4 KM) TO THE BRIDGE (NO. 38-154) OVER THE TUOLUMNE RIVER. CONTINUE NORTHEASTERLY ON HIGHWAY 132 FOR 1.9 MI (3.1 KM) TO THE INTERSECTION OF LA GRANGE ROAD. TURN LEFT AND GO NORTH ON LA GRANGE ROAD FOR 1.5 MI (2.4 KM) TO A SIDE ROAD LEFT, COOPERSTOWN ROAD. TURN LEFT AND GO WEST ON COOPERSTOWN ROAD FOR ABOUT 275 FT (83.8 M) TO THE END OF PAVEMENT AND THE STATION ON THE LEFT. THE STATION IS A DISK SET IN A 3.0 FT (0.9 M) BY 3.0 FT (0.9 M) ROCK OUTCROP ABOUT 1.0 FT (0.3 M) ABOVE THE GROUND. IT IS 52.3 FT (15.9 M) SOUTH OF THE CENTERLINE OF COOPERSTOWN ROAD, 23.5 FT (7.2 M) SOUTH OF A BARBED WIRE FENCE, 12.3 FT (3.7 M) SOUTH OF A COPPER PIN AND TAG (STAMPED USGS BENCH MARK) ON A 1.5 FT (0.5 M) BY 3.0 FT (0.9 M) ROCK OUTCROP ABOUT 1.0 FT (0.3 M) ABOVE THE GROUND, AND 6.2 FT (1.9 M) EAST OF A CARSONITE WITNESS POST. THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. HS148370 USGShttp://www.geocaching.com/mark/details.asp?PID=HS148370 USGSGeocacheGeocache70 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>70 USGS</h1> <b> PID </b> HS1483 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> GUSTINE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 19 59. (N) 120 59 29. (W) SCALED <br> <b> NAVD 88 </b> 22.05 (+/-2cm) 72.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.59 (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 3 </td><td> 592,570. </td><td> 1,956,450. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 21.31 (m) 69.9 (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: 10SFG779337(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: 70 1913 <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>1913 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 2.1 MI NE FROM NEWMAN. 2.1 MILES NORTHEAST ALONG HILLS FERRY ROAD FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT NEWMAN, IN R9E T7S S9, AT THE Y JUNCTION OF STUHR ROAD LEADING WEST, 95 FEET SOUTH OF THE SOUTH CORNER OF A FARMHOUSE, 81 1/2 FEET EAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, 55 1/2 FEET NORTHWEST OF THE CENTER LINE OF HILLS FERRY ROAD, 35 FEET NORTH OF THE CENTER LINE OF STUHR ROAD, 5 FEET WEST OF POWER LINE POLE 13-13, 0.9 FOOT NORTHEAST OF A WITNESS POST, 0.5 FOOT SOUTH OF A 6-BY 6-INCH WOODEN POST, ABOUT 1 FOOT HIGHER THAN THE ROADS, AND RIVETED ON THE TOP OF AN IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. HS023377.936http://www.geocaching.com/mark/details.asp?PID=HS023377.936GeocacheGeocache77.936USGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>77.936</h1> <b> PID </b> HS0233 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> SALIDA (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 41 01. (N) 121 03 16. (W) SCALED <br> <b> NAVD 88 </b> 24.41 (+/-2cm) 80.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.96 (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 3 </td><td> 631,500. </td><td> 1,951,100. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 23.70 (m) 77.8 (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: 10SFG715724(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: 77.936 B 1901 <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>1901 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1935 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1987 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 2.2 MI SE FROM SALIDA. 2.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT SALIDA, STANISLAUS COUNTY, 720 FEET SOUTHEAST OF BLOCK SIGNAL 1086, 240 FEET NORTHWEST OF CONCRETE HIGHWAY BRIDGE 4 B-3803, 47 FEET NORTHEAST OF THE TRACK, 32 FEET SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 99, AND AT THE RIGHT-OF-WAY FENCE. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 77.936 B 1901 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1.5 FEET ABOVE GROUND. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 NOT RECOVERED. HS24078 NWWhttp://www.geocaching.com/mark/details.asp?PID=HS24078 NWWGeocacheGeocache8 NWWCA2390Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>8 NWW</h1> <b> PID </b> HS2407 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 18 51. (N) 121 01 12. (W) SCALED <br> <b> NAVD 88 </b> 27.54 (+/-2cm) 90.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.64 (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 3 </td><td> 590,490. </td><td> 1,953,910. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 26.79 (m) 87.9 (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: 10SFG754315(NAD 83) <br>MARKER: B = BOLT <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: WATER TANK LEG <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>CA2390</td></tr><tr><td>1961 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 AT NEWMAN. IN NEWMAN, STANISLAUS COUNTY, AT THE SPRR WATER TANK, TOP OF BOLT AT CENTER OF FOOT PLATE, AT WEST LEG ON SOUTH SIDE OF TANK. NOTE-- THIS MARK IS COVERED BY THE SOUTHWEST LEG OF A WATER TANK. HS023782.500http://www.geocaching.com/mark/details.asp?PID=HS023782.500GeocacheGeocache82.500USGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>82.500</h1> <b> PID </b> HS0237 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> SALIDA (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 39 06. (N) 121 01 00. (W) SCALED <br> <b> NAVD 88 </b> 25.80 (+/-2cm) 84.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.95 (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 3 </td><td> 627,940. </td><td> 1,954,410. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 25.08 (m) 82.3 (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: 10SFG749690(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: 82.500 B 1901 <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>1901 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1939 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1987 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1939 1.2 MI NW FROM MODESTO. 1.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT MODESTO, STANISLAUS COUNTY, OPPOSITE THE FACTORY OF BARIUM PRODUCTS, LTD., 46 FEET NORTHEAST OF THE MAIN TRACK, AT THE BASE OF A POLE SUPPORTING A CROSSING-WARNING SIGN, AND AT THE RIGHT-OF-WAY FENCE. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 82.500 B 1901 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1-1/2 FEET ABOVE GROUND. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 NOT RECOVERED. HS240886 G CAL NEWMAN USGShttp://www.geocaching.com/mark/details.asp?PID=HS240886 G CAL NEWMAN USGSGeocacheGeocache86 G CAL NEWMAN USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>86 G CAL NEWMAN USGS</h1> <b> PID </b> HS2408 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 18 57. (N) 121 01 15. (W) SCALED <br> <b> NAVD 88 </b> 27.36 (+/-2cm) 89.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.64 (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 3 </td><td> 590,670. </td><td> 1,953,830. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 26.61 (m) 87.3 (f) COMPUTED 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: 10SFG753317(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: 86 G CAL 1909 <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>1909 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1947 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>1961 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1947 AT NEWMAN. AT NEWMAN, STANISLAUS COUNTY, 31 FEET SOUTHEAST OF THE WALL OF THE SOUTHERN PACIFIC CO. RAILROAD STATION, 8.6 FEET WEST OF THE EAST EDGE OF THE PLATFORM, 4.3 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE FREIGHT HOUSE, 3.1 FEET EAST OF THE EAST WALL OF THE BUILDING, AND 3.3 FEET BELOW THE SURFACE OF THE LOADING PLATFORM. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 86 G CAL 1909 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE. NOTE-- IT WAS REPORTED IN DECEMBER 1938 THAT THIS BENCH MARK IS BENEATH THE FREIGHT-STATION PLATFORM AND THAT THE PLANKING MUST BE REMOVED TO REACH IT. IT WAS REPORTED IN FEBRUARY 1958 THAT THE WOODEN PLATFORM STILL REMAINS AND THE MARK CANNOT BE LEVELED TO. NOTE-- MARK WAS NOT LEVELED OVER AS THE STATION HAS BEEN EXTENDED TO THE SOUTHEAST AND THE MARK IS PROBABLY UNDER THE STATION AND CAN NOT BE REACHED. <p> <h2>STATION RECOVERY (1961) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961 MARK NOT FOUND. HS005886 USGShttp://www.geocaching.com/mark/details.asp?PID=HS005886 USGSGeocacheGeocache86 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>86 USGS</h1> <b> PID </b> HS0058 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> WESTLEY (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 35 06. (N) 121 14 18. (W) SCALED <br> <b> NAVD 88 </b> 26.59 (+/-2cm) 87.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.20 (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 3 </td><td> 620,670. </td><td> 1,934,790. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 25.85 (m) 84.8 (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: 10SFG555612(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: 86 G CAL 1909 <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>1909 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 3.3 MI NW FROM WESTLEY. 3.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT WESTLEY, IN R7E T4S S18, 4 1/2 TELEPHONE POLES SOUTHEAST OF AND ACROSS THE TRACKS FROM MILEPOLE 97, 140 FEET NORTHWEST OF A TELEPHONE POLE, 36 FEET SOUTHEAST OF A TELEPHONE POLE, 46 FEET NORTHEAST OF THE NORTHEAST RAIL, 33 FEET SOUTHWEST OF THE SOUTHWEST BANK OF AN IRRIGATION DITCH, 15 1/2 FEET NORTHEAST OF A POINT IN LINE WITH A TELEPHONE POLE LINE, 2.0 FEET NORTHWEST OF A WITNESS POST, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 1.4 FEET ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS212887.766 USGShttp://www.geocaching.com/mark/details.asp?PID=HS212887.766 USGSGeocacheGeocache87.766 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>87.766 USGS</h1> <b> PID </b> HS2128 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> CERES (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 37 00. (N) 120 59 11. (W) SCALED <br> <b> NAVD 88 </b> 27.42 (+/-2cm) 90.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.95 (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 3 </td><td> 624,040. </td><td> 1,957,060. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 26.69 (m) 87.6 (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: 10SFG777651(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: 87.766 B 1901 <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>1901 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1953 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1953 1.8 MI SE FROM MODESTO. 1.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT MODESTO, STANISLAUS COUNTY, AT THE WESTERN PACIFIC RAILROAD CROSSING, 40 FEET NORTHWEST OF A SIGNAL TOWER, 6.5 FEET WEST OF THE WEST RAIL OF THE WESTERN PACIFIC RAILROAD, AND 34 FEET NORTHEAST OF THE CENTERLINE OF OLD U.S. HIGHWAY 99. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 87.766 B 1901 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 2 FEET ABOVE GROUND. NOTE-- IT WAS REPORTED IN 1930 THAT THERE WAS EVIDENCE THAT THIS MARK MIGHT HAVE BEEN RESET PRIOR TO THE LEVELING OF 1930-31. IT MAY HAVE BEEN DESTROYED BECAUSE THE AREA IS CLEAN, AND A NEW RAILROAD SIGNAL HAS BEEN RECENTLY BUILT. HS24099 NWWhttp://www.geocaching.com/mark/details.asp?PID=HS24099 NWWGeocacheGeocache9 NWWCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>9 NWW</h1> <b> PID </b> HS2409 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> NEWMAN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 18 43. (N) 121 01 12. (W) SCALED <br> <b> NAVD 88 </b> 26.30 (+/-2cm) 86.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.65 (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 3 </td><td> 590,240. </td><td> 1,953,910. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 25.55 (m) 83.8 (f) COMPUTED 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: 10SFG754313(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: 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>UNK </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1935 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1958 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 IN NEWMAN. AT THE INTERSECTION OF STANILAUS AND N STREETS, (10 FT. EAST) ABOUT 8 INCHES BELOW THE SURFACE OF STREET, WITH CAST IRON MONUMENT COVER. <p> <h2>STATION RECOVERY (1958) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 MARK NOT FOUND. HS212691.771=91 Bhttp://www.geocaching.com/mark/details.asp?PID=HS212691.771=91 BGeocacheGeocache91.771=91 BUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>91.771=91 B</h1> <b> PID </b> HS2126 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> RIVERBANK (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 38 24. (N) 120 59 53. (W) SCALED <br> <b> NAVD 88 </b> 28.64 (+/-2cm) 94.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.93 (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 3 </td><td> 626,640. </td><td> 1,956,050. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 27.91 (m) 91.6 (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: 10SFG766677(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BUILDING <br>STAMPING: 91.771 B 1901 <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>1901 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1942 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1987 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1942 AT MODESTO. AT MODESTO, STANISLAUS COUNTY, AT THE INTERSECTION OF EYE AND ELEVENTH STREETS, AT THE SOUTH CORNER OF THE STANISLAUS COUNTY COURTHOUSE, IN THE SOUTHEAST WALL, AND 3 FEET ABOVE THE GROUND. A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 91.771 B 1901 AND SET VERTICALLY. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 NOT RECOVERED. HS2637A 1096 DWRhttp://www.geocaching.com/mark/details.asp?PID=HS2637A 1096 DWRGeocacheGeocacheA 1096 DWRCADWRUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1096 DWR</h1> <b> PID </b> HS2637 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> PATTERSON (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 26 20. (N) 121 09 36. (W) SCALED <br> <b> NAVD 88 </b> 72.47 (+/-2cm) 237.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.30 (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 3 </td><td> 604,400. </td><td> 1,941,600. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 71.700 (m) 235.24 (f) ADJUSTED 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: 10SFG627451(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: A 1096 <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>CADWR</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1974 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 38.6 MI SE FROM DELTA PUMP PLANT. 38.55 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM DELTA PUMP PLANT, BETWEEN TWO SHALLOW CUTS, 34 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 55.0 FEET NORTHEAST AND ACROSS THE ROAD FROM BENCH MARK MI. 41.7 (DWR), 0.7 FOOT NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1974) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 MARK NOT FOUND. HS2557A 1125http://www.geocaching.com/mark/details.asp?PID=HS2557A 1125GeocacheGeocacheA 1125CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1125</h1> <b> PID </b> HS2557 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> COPPER MTN (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 27 41. (N) 121 15 07. (W) SCALED <br> <b> NAVD 88 </b> 139.87 (+/-2cm) 458.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.97 (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 3 </td><td> 606,960. </td><td> 1,933,480. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 139.078 (m) 456.29 (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: 10SFG545474(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: BOULDER <br>STAMPING: A 1125 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> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 9.3 MI W FROM PATTERSON. 0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT PATTERSON, THENCE 3.05 MILES WEST ALONG SPERRY AVENUE, THENCE 5.65 MILES WEST ALONG DEL PUERTO CANYON ROAD, AT THE NORTHWEST END OF A CURVE, AT THE CROSSING OF A DRY CREEK, IN THE TOP OF A 3-BY 5-FOOT BOULDER WHICH PROJECTS ABOUT 1 FOOT ABOVE THE GROUND, 28 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 107.4 FEET NORTHWEST OF THE CENTER OF THE SOUTHWEST END OF A 48-INCH PIPE CULVERT, 123 FEET WEST-NORTHWEST AND ACROSS THE ROAD FROM AN 18-INCH FORKED TREE, 2.9 FEET SOUTHWEST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD. HS0651A 1130http://www.geocaching.com/mark/details.asp?PID=HS0651A 1130GeocacheGeocacheA 1130CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1130</h1> <b> PID </b> HS0651 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> RIPON (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 38 15. (N) 121 09 33. (W) SCALED <br> <b> NAVD 88 </b> 13.79 (+/-2cm) 45.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.17 (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 3 </td><td> 626,450. </td><td> 1,941,820. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 13.069 (m) 42.88 (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: 10SFG624671(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: BOX CULVERT <br>STAMPING: A 1130 1961 <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>1961 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1987 </td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 8.2 MI E FROM VERNALIS. 0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE GROCERY STORE AND POST OFFICE AT VERNALIS, THENCE 7.55 MILES EAST ALONG STATE HIGHWAY 132, AT THE JUNCTION OF GATES ROAD NORTH AND PARADISE ROAD SOUTH, IN THE TOP OF THE NORTHWEST END OF THE SOUTHEAST CONCRETE WING WALL OF 7- BY 4-FOOT CONCRETE BOX CULVERT 335-50, 27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 68 FEET WEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (AJM) RECOVERED IN GOOD CONDITION. HS2584A 1131http://www.geocaching.com/mark/details.asp?PID=HS2584A 1131GeocacheGeocacheA 1131CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1131</h1> <b> PID </b> HS2584 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> CROWS LANDING (1980) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 25 37. (N) 121 01 43. (W) SCALED <br> <b> NAVD 88 </b> 21.52 (+/-2cm) 70.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.40 (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 3 </td><td> 603,010. </td><td> 1,953,220. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 20.784 (m) 68.19 (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: 10SFG744440(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 1131 1961 <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>1961 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 4.2 MI NE FROM CROWS LANDING. 3.6 MILES NORTHEAST ALONG CROWS LANDING ROAD FROM THE JUNCTION OF STATE HIGHWAY 33 AT CROWS LANDING, THENCE 0.6 MILE NORTHWEST ALONG MARSHALL ROAD, IN THE CENTER OF THE TOP OF THE SOUTHWEST HEAD WALL OF A 24-INCH PIPE CULVERT, 20 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD AND ABOUT 1 1/2 FEET ABOVE THE ROAD. HS2484A 1133http://www.geocaching.com/mark/details.asp?PID=HS2484A 1133GeocacheGeocacheA 1133CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1133</h1> <b> PID </b> HS2484 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> ORESTIMBA PEAK (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 17 14. (N) 121 09 15. (W) SCALED <br> <b> NAVD 88 </b> 99.35 (+/-2cm) 326.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.43 (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 3 </td><td> 587,570. </td><td> 1,941,990. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 98.550 (m) 323.33 (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: 10SFG636283(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 1133 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>1964 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 9.3 MI W FROM NEWMAN. 0.4 MILE NORTH ALONG STATE HIGHWAY 33 FROM THE SOUTHERN PACIFIC RAILROAD STATION AT NEWEMAN, THENCE 8.0 MILES WEST ALONG ORESTIMBA ROAD, THENCE 0.9 MILE SOUTH ALONG A TRACK ROAD, AT A RANCH HOUSE, 14 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 105 FEET NORTH OF THE NORTHEAST CORNER OF A GARAGE, 5 FEET SOUTH OF THE SOUTH END OF A GATE, 1.0 FOOT WEST OF A FENCE, 1.5 FEET SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 RECOVERED IN GOOD CONDITION. HS4413A 1388http://www.geocaching.com/mark/details.asp?PID=HS4413A 1388GeocacheGeocacheA 1388NGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1388</h1> <b> PID </b> HS4413 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> ESCALON (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 45 02. (N) 120 54 16. (W) SCALED <br> <b> NAVD 88 </b> 40.489 (meters) 132.84 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.57 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 40.460 (meters) 132.74 (feet) COMP <br> <b> MODELED GRAV</b> 979,911.6 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <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 3 </td><td> 638,870. </td><td> 1,964,360. </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: 10SFG846802(NAD 83) <br>MARKER: I = METAL ROD <br>SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: STAINLESS STEEL ROD <br>STAMPING: A 1388 1986 <br>MARK LOGO: NGS <br>PROJECTION: FLUSH <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>ROD/PIPE-DEPTH: 8.8 meters <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1986 </td><td>MONUMENTED </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 3.4 KM (2.1 MI) EAST FROM RIVERBANK. 3.4 KM (2.1 MI) EAST ALONG STATE HIGHWAY 108 FROM THE BRIDGE OVER THE ATCHISON TOPEKA AND SANTA FE RAILROAD IN RIVERBANK, IN THE SOUTHWEST CORNER OF THE INTERSECTION OF RICHARDSON ROAD, 8.6 METERS (28.3 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, 76.2 METERS (250 FT) WEST OF THE CENTERLINE OF RICHARDSON ROAD, 0.8 METERS (2.5 FT) WEST OF A POWER POLE. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. THE MARK IS 0.4 METERS N FROM A WITNESS POST THE MARK IS ABOVE LEVEL WITH THE HIGHWAY. HS4423A 1389http://www.geocaching.com/mark/details.asp?PID=HS4423A 1389GeocacheGeocacheA 1389NGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1389</h1> <b> PID </b> HS4423 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> KNIGHTS FERRY (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 48 57. (N) 120 39 22. (W) SCALED <br> <b> NAVD 88 </b> 103.746 (meters) 340.37 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -30.45 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 103.672 (meters) 340.13 (feet) COMP <br> <b> MODELED GRAV</b> 979,915.6 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <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 3 </td><td> 646,040. </td><td> 1,986,260. </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: 10SGG063879(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: SANDSTONE OUTCROP <br>STAMPING: A 1389 1986 <br>MARK LOGO: NGS <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: 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>1986 </td><td>MONUMENTED </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1986 2.2 KM (1.35 MI) SE FROM KNIGHTS FERRY. 1.3 KM (0.8 MI) SOUTH ALONG A PAVED ROAD FROM THE POST OFFICE IN KNIGHTS FERRY, THENCE 0.96 KM (0.60 MI) NORTHEAST ALONG A PAVED ROAD, IN THE SOUTHEAST CORNER OF A 4-WAY INTERSECTION, 10.1 METERS (33.0 FT) SOUTH OF THE NORTH END OF A 68.6 METER LONG SANDSTONE OUTCROP, 10.0 METERS (33.0 FT) EAST OF THE CENTERLINE OF THE ROAD, 19.2 METERS (63.0 FT) SOUTH OF THE CENTERLINE OF A SECOND ROAD, 7.9 METERS (26.0 FT) NORTHWEST OF A POWER POLE. NOTE--A DISK CRIMPED TO A STAINLESS STEEL ROD AND CEMENTED IN AN 0.6 METER DEEP DRILLED HOLE AND RECESSED 2-CM INTO THE SANDSTONE. THE MARK IS 0.6 METERS N FROM A WITNESS POST THE MARK IS 0.9 M ABOVE THE ROAD. HS4506A 1418http://www.geocaching.com/mark/details.asp?PID=HS4506A 1418GeocacheGeocacheA 1418NGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1418</h1> <b> PID </b> HS4506 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> DENAIR (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 30 52. (N) 120 52 13. (W) SCALED <br> <b> NAVD 88 </b> 30.767 (meters) 100.94 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.93 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 30.745 (meters) 100.87 (feet) COMP <br> <b> MODELED GRAV</b> 979,907.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <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 3 </td><td> 612,650. </td><td> 1,967,270. </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: 10SFG882540(NAD 83) <br>MARKER: I = METAL ROD <br>SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: STAINLESS STEEL ROD <br>STAMPING: A 1418 1988 <br>MARK LOGO: NGS <br>PROJECTION: FLUSH <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>ROD/PIPE-DEPTH: 3.7 meters <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1988 </td><td>MONUMENTED </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 3.3 KM (2.05 MI) NW FROM TURLOCK. 3.2 KM (2.00 MI) NORTHWEST ALONG GOLDEN STATE BOULEVARD FROM THE JUNCTION OF EAST MAIN STREET IN TURLOCK, THENCE 0.11 KM (0.05 MI) WEST ALONG TUOLUMNE ROAD, 7.8 M (25.6 FT) NORTH OF THE ROAD CENTERLINE, 29.3 M (96.1 FT) SOUTHWEST OF THE SOUTHWEST RAIL OF THE SOUTHRN PACIFIC RAILROAD, 4.7 M (15.4 FT) WEST OF A GUY WIRE ANCHOR, 0.76 M (2.5 FT) NORTH OF A GUYED POWER POLE WITH A TRANSFORMER. NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. THE MARK IS 0.30 METERS S FROM A WITNESS POST THE MARK IS ABOVE LEVEL WITH THE ROAD. HS2142A 717 RESET 1950http://www.geocaching.com/mark/details.asp?PID=HS2142A 717 RESET 1950GeocacheGeocacheA 717 RESET 1950CADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 717 RESET 1950</h1> <b> PID </b> HS2142 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> CERES (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 33 08. (N) 120 54 39. (W) SCALED <br> <b> NAVD 88 </b> 28.98 (+/-2cm) 95.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.93 (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 3 </td><td> 616,860. </td><td> 1,963,700. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 28.249 (m) 92.68 (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: 10SFG845581(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 717 RESET 1950 <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>1950 </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AT KEYES. AT KEYS, ABOUT 55 YARDS EAST OF THE JUNCTION OF KEYES ROAD AND U.S. HIGHWAY 99, IN R10E T4S S31, 23 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 31 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF STELLA STREET, 3 1/2 FEET SOUTH OF A POWER LINE POLE, 0.3 FOOT WEST OF A WOVEN WIRE FENCE, 0.7 FOOT SOUTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT UNDER GROUND. HS0054A 793http://www.geocaching.com/mark/details.asp?PID=HS0054A 793GeocacheGeocacheA 793CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 793</h1> <b> PID </b> HS0054 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> SOLYO (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 36 32. (N) 121 15 50. (W) SCALED <br> <b> NAVD 88 </b> 28.72 (+/-2cm) 94.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.18 (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 3 </td><td> 623,340. </td><td> 1,932,560. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 27.980 (m) 91.80 (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: 10SFG532638(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE PIER <br>STAMPING: A 793 1947 <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>1947 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1947 5.4 MI NW FROM WESTLEY. ABOUT 5.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT WESTLEY, AT MILE POST NO. 95, SET VERTICALLY IN THE SOUTHWEST FACE OF THE SECOND CONCRETE PIER NORTHWEST OF THE SOUTHEAST END OF A STORAGE TANK, 72 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 2 FEET ABOVE THE BASE OF THE PIER. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS5445A 797 RESEThttp://www.geocaching.com/mark/details.asp?PID=HS5445A 797 RESETGeocacheGeocacheA 797 RESETCA-099NGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 797 RESET</h1> <b> PID </b> HS5445 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> KNIGHTS FERRY (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 50 34. (N) 120 42 52. (W) SCALED <br> <b> NAVD 88 </b> 75.52 (+/-2cm) 247.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.63 (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 3 </td><td> 649,050. </td><td> 1,981,130. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (08/19/04) 74.76 (m) 245.3 (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: 10SGG011908(NAD 83) <br>MARKER: DV = VERTICAL CONTROL DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: A 797 RESET 1991 <br>MARK LOGO: NGS <br>MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET <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>1992 </td><td>MONUMENTED </td><td>CA-099</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY STANISLAUS COUNTY CALIFORNIA 1992 3.1 MILES NORTHWEST ALONG SONORA ROAD FROM THE POST OFFICE IN KNIGHTS FERRY, IN SOUTHWESTERLY CORNER OF NEW BRIDGE OVER LITTLE JOHN CREEK ON SONORA ROAD, 1.8 MILES (2.9 KM) NORTHWESTERLY FROM ORANGE BLOSSOM ROAD. HS2061A 800 RESEThttp://www.geocaching.com/mark/details.asp?PID=HS2061A 800 RESETGeocacheGeocacheA 800 RESETCADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 800 RESET</h1> <b> PID </b> HS2061 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> OAKDALE (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 46 35. (N) 120 47 32. (W) SCALED <br> <b> NAVD 88 </b> 73.15 (+/-2cm) 240.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.18 (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 3 </td><td> 641,700. </td><td> 1,974,260. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (08/19/04) 72.39 (m) 237.5 (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: 10SFG944833(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 800 RESET 1957 <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>1957 </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1986 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CA DIV OF HIGHWAYS 1957 3 MI E FROM OAKDALE. 3 MILES EAST ALONG STATE HIGHWAY 120 FROM THE SOUTHERN PACIFIC RAILROAD STATION AT OAKDALE, ABOUT 150 FEET EAST OF THE CENTERLINE OF DILLWOOD ROAD, 61 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A ROCK HOUSE, 92.5 FEET WEST OF POWER POLE JP 56, 35 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 120, 60 FEET SOUTHEAST OF AN 18-INCH CEDAR TREE, ABOUT 2 FEET SOUTH OF A WHITE WITNESS POST AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. THE DISK IS SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986 NOT RECOVERED. A CONCRETE POST AND A BRASS STEM WERE RECOVERED AT THE DESCRIBED LOCATION BUT THE DISK WAS MISSING. BELIEVED DESTROYED. HS2520A 933http://www.geocaching.com/mark/details.asp?PID=HS2520A 933GeocacheGeocacheA 933CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 933</h1> <b> PID </b> HS2520 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> PATTERSON (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 28 24. (N) 121 12 00. (W) SCALED <br> <b> NAVD 88 </b> 128.43 (+/-2cm) 421.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.19 (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 3 </td><td> 608,250. </td><td> 1,938,080. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 127.661 (m) 418.83 (f) ADJUSTED 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: 10SFG591489(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: SANDSTONE OUTCROP <br>STAMPING: A 933 1958 <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: 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>1958 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1958 5.2 MI W FROM PATTERSON. 0.6 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT PATTERSON, THENCE 4.4 MILES WEST ALONG SPERRY AVENUE, THENCE 0.2 MILE NORTHEAST ACROSS A PASTURE, ON THE SOUTHEAST SLOPE OF A HILL, ABOUT 35 YARDS WEST OF A WASH, IN THE TOP OF THE LARGEST EXPOSED PORTION OF A NORTHWEST-SOUTHEAST SANDSTONE OUTCROP, 168 FEET NORTHEAST OF A FENCE, 155 FEET NORTH OF BENCH MARK Z 932, AND ABOUT 90 FEET HIGHER THAN THE ROAD. NOTE-- IT IS BELIEVED THAT THIS IS A STABLE LOCATION AND THIS SHOULD SERVE AS AN ANCHOR MARK. <p> <h2>STATION RECOVERY (1974) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 RECOVERED IN GOOD CONDITION. HS1731A 940http://www.geocaching.com/mark/details.asp?PID=HS1731A 940GeocacheGeocacheA 940CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 940</h1> <b> PID </b> HS1731 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> HATCH (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 26 41. (N) 120 57 30. (W) SCALED <br> <b> NAVD 88 </b> 21.64 (+/-2cm) 71.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.26 (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 3 </td><td> 604,950. </td><td> 1,959,440. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 20.929 (m) 68.66 (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: 10SFG806461(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: SIPHON HEAD WALL <br>STAMPING: A 940 1957 <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>1957 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 11.9 MI SW FROM TURLOCK. 1.3 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT TURLOCK, THENCE 5.8 MILES WEST ALONG FULKERTH ROAD, THENCE 2.0 MILES SOUTH ALONG BLAKER ROAD, THENCE 0.5 MILE EAST ALONG LINWOOD AVENUE, THENCE 2.3 MILES SOUTH ALONG CENTRAL AVENUE, IN 49E T6S S3, AT THE CROSSING OF A CONCRETE IRRIGATION DITCH, AT A CONCRETE BOX SIPHON UNDER THE AVENUE, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL, 13 FEET WEST OF THE CENTER LINE OF THE AVENUE, AND ABOUT 3 FEET HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. HS2182A 944http://www.geocaching.com/mark/details.asp?PID=HS2182A 944GeocacheGeocacheA 944CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 944</h1> <b> PID </b> HS2182 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> COOPERSTOWN (1968) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 37 43. (N) 120 34 42. (W) SCALED <br> <b> NAVD 88 </b> 69.08 (+/-2cm) 226.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.81 (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 3 </td><td> 625,260. </td><td> 1,993,090. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 68.363 (m) 224.29 (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: 10SGG137673(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 944 1958 <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>1958 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1958 14.9 MI NW FROM SNELLING. 4.25 MILES WEST ALONG HALTERMAN ROAD FROM THE INTERSECTION OF LEWIS STREET AT SNELLING, THENCE 2.9 MILES WEST ALONG KEYES ROAD, THENCE 1.95 MILES NORTHEAST ALONG OLSEN ROAD, THENCE 2.6 MILES NORTH ALONG LOS CERRITOS ROAD, THENCE 3.2 MILES WEST ALONG HICKMAN-LA GRANGE ROAD, IN R13E T3S S31, 36 FEET SOUTHEAST OF THE CENTER OF THE T JUNCTION OF AN ASPHALT ROAD LEADING SOUTH TO TURLOCK LAKE STATE PARK DWELLINGS AND GROUNDS, 26 FEET SOUTH OF THE CENTER LINE OF HICKMAN-LA GRANGE ROAD, 27 FEET EAST OF THE CENTER LINE OF THE ASPHALT ROAD, 3 FEET EAST OF THE WEST END OF A FENCE, 1 FOOT SOUTH OF A FENCE, 1.2 FEET EAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. HS0076A 996http://www.geocaching.com/mark/details.asp?PID=HS0076A 996GeocacheGeocacheA 996CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 996</h1> <b> PID </b> HS0076 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> WESTLEY (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 30 38. (N) 121 09 23. (W) SCALED <br> <b> NAVD 88 </b> 33.41 (+/-2cm) 109.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.28 (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 3 </td><td> 612,360. </td><td> 1,941,970. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 32.670 (m) 107.18 (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: 10SFG629531(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: HEAD GATE <br>STAMPING: A 996 1965 <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>1965 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1965 3.5 MI SE FROM WESTLEY. 3.5 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT WESTLEY, 3.0 MILES NORTHWEST OF PATTERSON, IN THE TOP OF THE SOUTHWEST END OF A CONCRETE HEAD WALL FOR A WOODEN HEAD GATE IN AN IRRIGATION DITCH, 30 FEET NORTHEAST OF THE CENTER LINE OF STATE HIGHWAY 33, ABOUT 200 FEET NORTHEAST AND ACROSS THE TRACKS FROM MILE POLE 104, 23 FEET NORTH OF A POWER POLE, 0.05 MILE NORTHEAST OF THE JUNCTION OF FRUIT AVENUE, ABOUT LEVEL WITH THE HIGHWAY, AND 0.1 FOOT ABOVE THE GROUND. HS2580A 997http://www.geocaching.com/mark/details.asp?PID=HS2580A 997GeocacheGeocacheA 997CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 997</h1> <b> PID </b> HS2580 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> CROWS LANDING (1980) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 27 50. (N) 121 03 15. (W) SCALED <br> <b> NAVD 88 </b> 14.86 (+/-2cm) 48.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.35 (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 3 </td><td> 607,120. </td><td> 1,950,980. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 14.125 (m) 46.34 (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: 10SFG720481(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 997 1965 <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>1965 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 5.8 MI E FROM PATTERSON. 2.0 MILES NORTHEAST ALONG LAS PALMAS AVENUE FROM THE JUNCTION OF STATE HIGHWAY 33 AT PATTERSON, THENCE 2.0 MILES SOUTHEAST ALONG ELM AVENUE, THENCE 1.25 MILES NORTHEAST ALONG POMELO AVENUE, THENCE 0.5 MILE SOUTHEAST ALONG PARADISE AVENUE, AT THE JUNCTION OF APRICOT AVENUE, 27 FEET SOUTHWEST OF THE CENTER LINE OF PARADISE, 23 FEET SOUTHEAST OF THE CENTER LINE OF APRICOT, 1.9 SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT. HS5477A Phttp://www.geocaching.com/mark/details.asp?PID=HS5477A PGeocacheGeocacheA PUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A P</h1> <b> PID </b> HS5477 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> CROWS LANDING (1980) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 24 48.03424(N) 121 06 29.76582(W) ADJUSTED <br> <b> NAVD 88 </b> 44.0 (meters) 144. (feet) GPS OBS <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> X </b> -2,620,619.565 (meters) COMP <br> <b> Y </b> -4,342,833.613 (meters) COMP <br> <b> Z </b> 3,853,936.271 (meters) COMP <br> <b> LAPLACE CORR</b> -2.12 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> 11.31 (meters) (07/08/94) GPS OBS <br> <b> GEOID HEIGHT</b> -32.42 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <b> ELLP ORDER </b> FIFTH CLASS II <br> <p>The horizontal coordinates were established by GPS observations and adjusted by the National Geodetic Survey in July 1994. 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 3 </td><td> 601,538.433 1</td><td>946,154.773</td><td> MT </td><td>0.99994645</td><td> -0 ' 22 20.6"</td></tr><tr><td>SPC CA 3 </td><td>1,973,547.34 6</td><td>385,009.45 </td><td> sFT </td><td>0.99994645</td><td> -0 ' 22 20.6"</td></tr><tr><td>UTM 10 </td><td>4,142,406.906 </td><td>667,411.389</td><td> MT </td><td>0.99994524</td><td> +1 ' 08 58.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99999823 x 0.99994645 = 0.99994468 <br> <b>UTM 10 </b> 0.99999823 x 0.99994524 = 0.99994347 <br> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>HS5483</td><td>L </td><td>224.965 METERS</td><td>100° 00' </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: 10SFG6741142407(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN <br>WITH SETTING: PAVEMENT <br>SP_SET: AIRPORT RUNWAY <br>STAMPING: A P <br>MARK LOGO: USGS <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 15, 1994 <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>19940315</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 THE STATION IS LOCATED ABOUT 60 KM (37.30 MI) EAST-NORTHEAST OF SAN JOSE, 27 KM (16.75 MI) SOUTH-SOUTHWEST OF MODESTO, 4 KM (2.50 MI) WEST OF CROWS LANDING, JUST NORTH OF THE MIDPOINT ON THE CENTERLINE OF RUNWAY 17-35. OWNERSHIP--NAVAL AUXILARY LANDING FACILITY, P.O. BOX 428, CROWS LANDING, CA 95313. CONTACT ED FARR, SITE MANAGER, ONE DAY IN ADVANCE FOR PERMISSION TO OCCUPY THIS STATION AT 209-837-4334, OR 415-604-5806. BOTH NUMBERS ARE AT THE SAME FACILITY. TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 33, CROWS LANDING ROAD, AND FINK ROAD, AT THE SOUTHEAST EDGE OF CROWS LANDING, GO WEST-SOUTHWEST ON FINK ROAD FOR 2.96 KM (1.85 MI) TO A PAVED CROSSROAD (BELL ROAD). TURN RIGHT, NORTH-NORTHWEST, ON BELL ROAD FOR 0.80 KM (0.50 MI) TO AN OPEN GATE AT THE ENTRANCE TO THE AIRPORT PROPERTY. CONTINUE AHEAD, NORTH-NORTHWEST, ON BELL ROAD FOR 1.38 KM (0.85 MI) TO A PAVED ROAD LEFT ON THE SOUTH SIDE OF THE BEACON TOWER. TURN LEFT, WEST, ON THE PAVED ROAD FOR 0.25 KM (0.15 MI) TO THE EAST SIDE OF THE TARMAC. CONTINUE AHEAD, WEST, ACROSS THE TARMAC AND TAXI TO THE WEST SIDE OF THE TAXI. TURN RIGHT, NORTH, ALONG TAXI FOR 0.36 KM (0.20 MI) TO A CONNECTOR TAXI ON THE LEFT. TURN LEFT, WEST, ALONG CONNECTOR TAXI FOR 75 M (246.1 FT) TO THE EAST SIDE OF THE RUNWAY. TURN LEFT, SOUTH, ALONG THE RUNWAY FOR 0.18 KM (0.10 MI) TO THE STATION ON THE RIGHT. STATION IS SET FLUSH ON THE CENTERLINE OF THE CONCRETE RUNWAY. IT IS ABOUT 180 M (590.5 FT) NORTH-NORTHWEST 0F THE 4000 FT (1219.2 M) MARKER FOR THE RUNWAY, 75.4 M (247.4 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A UTILITY BUILDING, 13.5 M (44.3 FT) NORTH OF RUNWAY MARKINGS STOL 35, 10.6 M (34.8 FT) NORTH OF SURVEY DISK PPC, AND 45.9 M (150.6 FT) WEST OF A FIBERGLASS WITNESS POST. DESCRIBED BY D.G. AUG HS4638A POINT CADHhttp://www.geocaching.com/mark/details.asp?PID=HS4638A POINT CADHGeocacheGeocacheA POINT CADHCADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A POINT CADH</h1> <b> PID </b> HS4638 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> RIVERBANK (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 42 44.06761(N) 120 56 11.60249(W) ADJUSTED <br> <b> NAVD 88 </b> 41.3 (meters) 135. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.67 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -31.70 (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 March 1994. 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 3 </td><td> 634,625.262 1</td><td>961,509.704</td><td> MT </td><td>0.99992941</td><td> -0 ' 16 02.2"</td></tr><tr><td>SPC CA 3 </td><td>2,082,099.71 6</td><td>435,386.42 </td><td> sFT </td><td>0.99992941</td><td> -0 ' 16 02.2"</td></tr><tr><td>UTM 10 </td><td>4,175,892.208 </td><td>681,880.452</td><td> MT </td><td>1.00000747</td><td> +1 ' 15 45.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99999849 x 0.99992941 = 0.99992790 <br> <b>UTM 10 </b> 0.99999849 x 1.00000747 = 1.00000596 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 3 </td><td> CLARIBEL </td><td>265° 52' 07.0"</td></tr><tr><td>UTM 10 </td><td> CLARIBEL </td><td>264° 20' 19.6"</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>HS4636</td><td>NORRIS INDUSTRIES TANK </td><td>APPROX. 1.5 KM</td><td>075° 15' 42.9"</td></tr><tr><td>HS4639</td><td>CLARIBEL </td><td>APPROX. 1.9 KM</td><td>265° 36' 04.8"</td></tr><tr><td>HS4630</td><td>RIVERBANK MUNICIPAL TANK </td><td>APPROX. 2.3 KM</td><td>357° 25' 25.0"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 42 44.05880(N) 120 56 11.60412(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 37 42 44.31610(N) 120 56 07.84253(W) AD( ) 2 <br> NGVD 29 (07/19/86) 40.6 (m) 133. (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: 10SFG8188075892(NAD 83) <br>MARKER: W = UNMONUMENTED <br>SETTING: 2 = OBJECT DRIVEN INTO GROUND <br>SP_SET: UNSPECIFIED SHALLOW SETTING (<10 <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>CADH</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CA DIV OF HIGHWAYS 1973 (RMB) A NON MONUMENTED TEMPORARY STATION. NO DESCRIPTION AVAILABLE. HS3690AB USGShttp://www.geocaching.com/mark/details.asp?PID=HS3690AB USGSGeocacheGeocacheAB USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>AB USGS</h1> <b> PID </b> HS3690 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> BACHELOR VALLEY (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 53 36. (N) 120 50 49. (W) SCALED <br> <b> NAVD 88 </b> 54.48 (+/-2cm) 178.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.99 (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 3 </td><td> 654,690. </td><td> 1,969,490. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 53.74 (m) 176.3 (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: 10SFG893961(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>STAMPING: AB <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>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1963 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 11.5 MI NW FROM KNIGHTS FERRY. A COPPER NAIL AND WASHER STAMPED AB IS IN THE TOP OF THE SOUTHEAST ROOT OF A 24-INCH EUCALYPTUS TREE, 61.1 FEET NORTH OF BENCH MARK 177 (USGS). <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 RECOVERED IN GOOD CONDITION. HS2122AChttp://www.geocaching.com/mark/details.asp?PID=HS2122ACGeocacheGeocacheACCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>AC</h1> <b> PID </b> HS2122 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> KNIGHTS FERRY (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 49 06. (N) 120 40 22. (W) SCALED <br> <b> NAVD 88 </b> 56.60 (+/-2cm) 185.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.52 (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 3 </td><td> 646,320. </td><td> 1,984,790. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 55.850 (m) 183.23 (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: 10SGG048882(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: POPLAR TREE ROOT <br>STAMPING: AC <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>1958 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AT KNIGHTS FERRY. A COPPER NAIL AND WASHER STAMPED AC IS IN THE SOUTHWEST ROOT OF A 16-INCH POPLAR TREE, 28.4 FEET SOUTHEAST OF BENCH MARK D 797. HS4676AMERICANhttp://www.geocaching.com/mark/details.asp?PID=HS4676AMERICANGeocacheGeocacheAMERICANCADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>AMERICAN</h1> <b> PID </b> HS4676 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> SALIDA (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 42 40.96593(N) 121 02 27.77913(W) ADJUSTED <br> <b> NAVD 88 </b> 27.3 (meters) 90. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.05 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -31.90 (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 March 1994. 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 3 </td><td> 634,577.763 1</td><td>952,296.258</td><td> MT </td><td>0.99992942</td><td> -0 ' 19 52.5"</td></tr><tr><td>SPC CA 3 </td><td>2,081,943.88 6</td><td>405,158.64 </td><td> sFT </td><td>0.99992942</td><td> -0 ' 19 52.5"</td></tr><tr><td>UTM 10 </td><td>4,175,598.737 </td><td>672,671.026</td><td> MT </td><td>0.99996725</td><td> +1 ' 11 54.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 1.00000072 x 0.99992942 = 0.99993014 <br> <b>UTM 10 </b> 1.00000072 x 0.99996725 = 0.99996797 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 3 </td><td> DALE </td><td>269° 03' 03.4"</td></tr><tr><td>UTM 10 </td><td> DALE </td><td>267° 31' 16.1"</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>DB2775</td><td>AMERICAN RM 2 </td><td> 13.456 METERS</td><td>026° 55' </td></tr><tr><td>HS4677</td><td>3S8 1 2 A </td><td> 12.683 METERS</td><td>183° 27' </td></tr><tr><td>HS4682</td><td>DALE </td><td>APPROX. 0.8 KM</td><td>268° 43' 10.9"</td></tr><tr><td>DB2774</td><td>AMERICAN RM 1 </td><td> 13.168 METERS</td><td>336° 16' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 42 40.94999(N) 121 02 27.78155(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 37 42 41.20710(N) 121 02 24.01016(W) AD( ) 2 <br> NGVD 29 (07/19/86) 26.6 (m) 87. (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: 10SFG7267175599(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: TOP OF SQUARE CONCRETE MONUMENT <br>MAGNETIC: N = NO MAGNETIC MATERIAL <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>CADH</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CA DIV OF HIGHWAYS 1973 (RMB) THE STATION IS 2.3 MILES EAST OF SALIDA AT THE INTERSECTION OF AMERICAN AVENUE AND STATE ROUTE 219. IT IS 11.0 FEET NORTH OF THE SOUTH QUARTER CORNER OF SECTION 36 T2S R8E MT. DIABLO MERIDIAN. <p>TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY ROUTES 99 AND 219, GO 2.15 MILES EAST ON ROUTE 219 TO AMERICAN AVENUE AND THE STATION. <p>THE STATION MARK IS A CADH BRASS DISK STAMPED---AMERICAN 1973---SET IN A 12 INCH CONCRETE CYLINDER AND IS 14 INCHES BELOW THE SURFACE OF THE PAVEMENT AND BENEATH AN 8 INCH DIAMETER CAST IRON SURVEY MONUMENT WELL. <p>IT IS LOCATED 13.0 FEET NORTH OF ROUTE 219 CENTERLINE AND 2.5 FEET WEST OF AMERICAN AVENUE CENTERLINE. IT IS 10.0 FEET SOUTH OF A WITNESS POST TO THE SOUTH QUARTER CORNER OF SECTION 36, T2S, R8E MT. DIABLO MERIDIAN AND ALONG THE QUARTER SECTION LINE. AN UNDERGROUND MARK IS 41 INCHES BELOW THE SURFACE OF THE PAVEMENT. <p>RM 1 IS A CADH BRASS DISK STAMPED---AMERICAN RM 1 1973---SET IN AN 11 INCH CONCRETE CYLINDER THAT PROJECTS 3 INCHES ABOVE GROUND AND IS LOCATED 19.0 FEET WEST OF AMERICAN AVENUE CENTERLINE, 53.0 FEET NORTH THE STATION. <p>RM 2 IS A CADH BRASS DISK STAMPED---AMERICAN RM 2 1973---SET IN A 10 INCH CONCRETE CYLINDER THAT PROJECTS 7 INCHES ABOVE GROUND AND IS LOCATED 18.0 FEET EAST OF AMERICAN AVENUE CENTERLINE, 53.0 FEET NORTH OF ROUTE 219 CENTERLINE AND 2.0 FEET SOUTH OF A METAL WITNESS POST AND IS 1.2 FEET HIGHER THAN THE STATION. <p>RM 3 IS A STANISLAUS COUNTY BM BRASS DISK STAMPED---BM-3S8-1-2-A 1970 ---SET IN A 7 INCH BY 7 INCH CONCRETE POST THAT PROJECTS 1 INCH ABOVE GROUND AND IS LOCATED 5.0 FEET WEST OF THE PROJECTED CENTERLINE OF AMERICAN AVENUE, 28.5 FEET SOUTH OF ROUTE 219 CENTERLINE AND 3.0 FEET SOUTH SOUTHEAST OF A UTILITY POLE AND 1.3 FEET HIGHER THAN THE STATION. HS4608ARNOLDhttp://www.geocaching.com/mark/details.asp?PID=HS4608ARNOLDGeocacheGeocacheARNOLDCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ARNOLD</h1> <b> PID </b> HS4608 <br> <b> STATE/COUNTY</b> CA/STANISLAUS <br> <b> USGS QUAD </b> KNIGHTS FERRY (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 45 47.69880(N) 120 44 48.52209(W) ADJUSTED <br> <b> NAVD 88 </b> 112.2 (meters) 368. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 7.19 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -31.04 (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 March 1994. 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 3 </td><td> 640,225.290 1</td><td>978,253.980</td><td> MT </td><td>0.99992920</td><td> -0 ' 09 04.0"</td></tr><tr><td>SPC CA 3 </td><td>2,100,472.47 6</td><td>490,321.60 </td><td> sFT </td><td>0.99992920</td><td> -0 ' 09 04.0"</td></tr><tr><td>UTM 10 </td><td>4,181,938.194 </td><td>698,471.107</td><td> MT </td><td>1.00008520</td><td> +1 ' 22 49.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99998727 x 0.99992920 = 0.99991647 <br> <b>UTM 10 </b> 0.99998727 x 1.00008520 = 1.00007247 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 3 </td><td> ARNOLD AZ MK </td><td>224° 48' 33.2"</td></tr><tr><td>UTM 10 </td><td> ARNOLD AZ MK </td><td>223° 16' 40.1"</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>HS4605</td><td>BIG HILL LOOKOUT TOWER </td><td>APPROX.17.3 KM</td><td>065° 07' 56.2"</td></tr><tr><td>DA8655</td><td>ARNOLD RM 1 </td><td> 8.266 METERS</td><td>164° 12' </td></tr><tr><td>HS4612</td><td>MONTPELLIER GRAIN ELEVATOR </td><td>APPROX.24.8 KM</td><td>171° 28' 48.7"</td></tr><tr><td>HS4646</td><td>ARNOLD AZ MK </td><td>APPROX. 1.2 KM</td><td>224° 39' 29.2"</td></tr><tr><td>HS4630</td><td>RIVERBANK MUNICIPAL TANK </td><td>APPROX.17.2 KM</td><td>258° 51' 20.3"</td></tr><tr><td>DA8656</td><td>ARNOLD RM 2 </td><td> 6.412 METERS</td><td>263° 22' </td></tr><tr><td>HS4645</td><td>OAKDALE GILBERT 1 OIL DERRICK </td><td>APPROX.10.0 KM</td><td>285° 17' 47.0"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 45 47.68047(N) 120 44 48.52384(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 37 45 47.93900(N) 120 44 44.77700(W) AD( ) 1 <br> NGVD 29 (07/19/86) 111.4 (m) 365. (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: 10SFG9847181938(NAD 83) <br>MARKER: Z = 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>1943 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1959 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1973 </td><td>GOOD </td><td>CADH</td></tr><tr><td>1989 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (JCS) STATION IS LOCATED ABOUT 5.0 MILES E OF OAKDALE, 0.25 MILE W OF THE ARNOLD STATION ON THE SIERRA RAILROAD OF CALIFORNIA, 1.5 MILES S OF CALIFORNIA STATE HIGHWAY 120 ON THE N END OF A GRASSY HILL. <p>STATION, STAMPED ARNOLD 1943, IS A U.S.C. AND G.S. BRONZE DISK SET IN THE TOP OF A 1.0-FOOT SQUARE CONCRETE POST THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND. IT IS ON THE N END OF HILL, 6.0 FEET SE OF WHITE REFERENCE POST. <p>UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE, AS DESCRIBED IN NOTE 7A. <p>REFERENCE MARK NO. 1, STAMPED ARNOLD NO. 1 1943, IS A BRONZE U.S.C. AND G.S. BRONZE DISK SET IN THE TOP OF A 1.0-FOOT SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 6 INCHES ABOVE THE GROUND, AT ABOUT THE SAME ELEVATION AS THE STATION. <p>REFERENCE MARK NO. 2, STAMPED ARNOLD NO. 2 1943, IS A U.S.C. AND G.S. BRONZE DISK SET IN THE TOP OF A 1.0-FOOT SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND. IT IS ABOUT 2.0 FEET LOWER THAN THE STATION ON THE W SIDE OF HILL. <p>AZIMUTH MARK, STAMPED ARNOLD 1943, IS A U.S.C. AND G.S. BRONZE DISK SET IN THE TOP OF A 1.0-FOOT SQUARE CONCRETE MONUMENT THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND. IT IS 90 YARDS N OF WIRE GATE AND 1.0 FOOT E OF FENCE. <p>STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD DEPOT IN OAKDALE GO E 0.1 MILE TO FOURTH AVENUE. TURN RIGHT (S) ON FOURTH AVENUE AND GO 0.5 MILE. TURN LEFT (E) AND FOLLOW MAIN-TRAVELED ROAD 3.6 MILES ALONG THE N SIDE OF RAILROAD. TURN RIGHT (S) AND GO 0.5 MILE TO SIDE ROAD ON THE LEFT (E). TURN LEFT (E) AND GO 0.9 MILE TO OLD BOOTH SCHOOL BUILDING. TURN LEFT (N) THROUGH WIRE GATE ON THE E SIDE OF SCHOOL BUILDING AND GO 90 YARDS TO AZIMUTH MARK IN FENCE LINE ON THE LEFT (W). CONTINUE NE ON TRACK ROAD 0.4 MILE ALONG THE NW SIDE OF LEVEE. BEAR LEFT (NE) ON DIM TRACK ROAD 0.3 MILE TO CULVERT IN DRAW. CROSS CULVERT AND DRIVE UP RIDGE NE 0.4 MILE TO TOP OF HILL AND STATION. <p>HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS. <p> <h2>STATION RECOVERY (1959) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JCM) THE STATION MARK, REFERENCE MARKS, AND AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION AND THE 1943 DESCRIPTION IS ADEQUATE. <p> <h2>STATION RECOVERY (1973) </h2> <p>RECOVERY NOTE BY CA DIV OF HIGHWAYS 1973 (RMB) ALL MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED. A NEW TO REACH FOLLOWS. <p>THE GEODETIC DISTANCE TO THE AZIMUTH MARK IS 1226.879 METERS. <p>THE STATION IS REACHED AS FOLLOWS-- FROM THE JUNCTION OF STATE ROUTES 108 AND 120, IN OAKDALE, TAKE STATE ROUTE 108-120 EASTERLY 4.1 MILES TO WAMBLE ROAD. TURN RIGHT AND TAKE WAMBLE ROAD SOUTHERLY 1.5 MILES TO WHERE ROAD TURNS LEFT INTO FOGARTY ROAD. TAKE FOGARTY ROAD EASTERLY 1.0 MILE TO EMERY ROAD ON THE RIGHT. CONTINUE STRAIGHT AHEAD AND TAKE GRAVELED ROAD (EXTENSION OF FOGARTY ROAD) EASTERLY 1.0 MILE TO A WIRE GATE ON THE NORTH SIDE OF THE ROAD JUST WEST OF NORTH-SOUTH CROSS FENCE. PASS THROUGH GATE AND GO NORTHWESTERLY ACROSS PASTURE, FOLLOWING DIM TRACK ROAD, 0.6 MILE TO A CANAL. GO NORTHWESTERLY, ALONG THE EAST BANK OF THE CANAL, 0.15 MILE TO A BRIDGE. CROSS BRIDGE AND GO UP STEEP HILL 0.15 MILE TO STATION. FOUR-WHEEL-DRIVE VEHICLE REQUIRED FOR THE LAST 0.15 MILE. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (RB) RECOVERED IN GOOD CONDITION. HS4646ARNOLD AZ MKhttp://www.geocaching.com/mark/details.asp?PID=HS4646ARNOLD AZ MKGeocacheGeocacheARNOLD AZ MKCGS Unknown CacheRegular11United StatesCali