Benchmark file generated by bmgpx bmgpx by Ron Parker bmgpx@parkrrrr.com HS1283 1 CAHD http://www.geocaching.com/mark/details.asp?PID=HS1283 1 CAHD Geocache Geocache 1 CAHD CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1 CAHD</h1> <b> PID </b> HS1283 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> BLISS RANCH (1977) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 06 07. (N) 120 29 33. (W) SCALED <br> <b> NAVD 88 </b> 41.25 (+/-2cm) 135.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.66 (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The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value.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> 566,810. </td><td> 2,000,670. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 40.565 (m) 133.09 (f) ADJ UNCH 2 0 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGG228091(NAD 83) <br>MARKER: DD = SURVEY DISK <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>CADH</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 2.3 MI S FROM EL NIDO. 2.3 MILES SOUTH ALONG MERCED COUNTY ROUTE 123 FROM THE GRAMMER SCHOOL AT EL NIDO, AT 8-BY 3-FOOT CONCRETE BOX CULVERT 64/20, SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL, 20 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH THE ROAD. AA4255 1 JD 365 http://www.geocaching.com/mark/details.asp?PID=AA4255 1 JD 365 Geocache Geocache 1 JD 365 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1 JD 365</h1> <b> PID </b> AA4255 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> OWENS RESERVOIR (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 20 31.45274(N) 120 13 14.29771(W) ADJUSTED <br> <b> NAVD 88 </b> 112.3 (meters) 368. (feet) GPS OBS <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> X </b> -2,555,473.209 (meters) COMP <br> <b> Y </b> -4,387,106.933 (meters) COMP <br> <b> Z </b> 3,847,692.711 (meters) COMP <br> <b> LAPLACE CORR</b> 4.37 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> 81.01 (meters) (10/14/94) GPS OBS <br> <b> GEOID HEIGHT</b> -31.24 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <b> ELLP ORDER </b> FOURTH CLASS II <br> <p>The horizontal coordinates were established by GPS observations and adjusted by the National Geodetic Survey in 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> 593,490.609 2</td><td>024,753.456</td><td> MT </td><td>0.99995450</td><td> +0 ' 10 15.7"</td></tr><tr><td>SPC CA 3 </td><td>1,947,143.77 6</td><td>642,878.63 </td><td> sFT </td><td>0.99995450</td><td> +0 ' 10 15.7"</td></tr><tr><td>UTM 10 </td><td>4,136,444.322 </td><td>746,210.199</td><td> MT </td><td>1.00034678</td><td> +1 ' 41 12.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 0.99998729 x 0.99995450 = 0.99994179 <br> <b>UTM 10 </b> 0.99998729 x 1.00034678 = 1.00033406 <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: 10SGG4621036444(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 1 JD 365 1960 <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 - April 16, 2005 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1960 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>19931228</td><td>GOOD </td><td>CADT</td></tr><tr><td>20050416</td><td>GOOD </td><td>GEOCAC</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1993 (DBS) THE STATION IS LOCATED ALONG STATE HIGHWAY 140 AT THE MERCED/MARIPOSA COUNTY LINE, ABOUT 13 MI (20.9 KM) EAST-NORTHEAST OF MERCED. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 99 AND STATE HIGHWAY 140 IN MERCED, GO EAST ON HIGHWAY 140 FOR 7.9 MI (12.7 KM) TO THE INTERSECTION WITH PLAINSBURG ROAD IN THE TOWN OF PLANADA. CONTINUE EAST THEN NORTHEAST ON HIGHWAY 140 FOR 6.6 MI (10.6 KM) TO THE STATION ON THE LEFT AT THE MERCED/MARIPOSA COUNTY LINE. THE STATION IS 37.8 FT (11.5 M) NORTHWEST OF THE CENTERLINE OF HIGHWAY 140, 5.2 FT (1.6 M) NORTHEAST OF A GATE POST, 2.0 FT (0.6 M) SOUTHEAST OF A CONCRETE HIGHWAY RIGHT-OF-WAY MONUMENT, 1.6 FT (0.5 M) SOUTHEAST OF AN ANGLE POINT IN THE BARBED WIRE RIGHT-OF-WAY FENCE, 1.0 FT (0.3 M) SOUTHEAST OF THE FENCE, PROJECTS 0.5 FT (0.2 M) ABOVE THE GROUND, AND ABOUT 1 FT (0.3 M) LOWER THAN THE HIGHWAY. THE STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. THE STATION IS LOCATED WITHIN THE CALIFORNIA DEPARTMENT OF TRANSPORTATION (CALTRANS) HIGHWAY RIGHT-OF-WAY. USERS MUST OBTAIN AN ENCROACHMENT PERMIT FROM CALTRANS BEFORE USING THE STATION. TO OBTAIN AN ENCROACHMENT PERMIT, CONTACT THE DISTRICT PERMITS OFFICE IN STOCKTON AT (209) 948-7891. <p> <h2>STATION RECOVERY (2005) </h2> <p>RECOVERY NOTE BY GEOCACHING 2005 (PFW) RECOVERED IN GOOD CONDITION. HS1469 101 USGS http://www.geocaching.com/mark/details.asp?PID=HS1469 101 USGS Geocache Geocache 101 USGS CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101 USGS</h1> <b> PID </b> HS1469 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> VOLTA (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 06 00.97922(N) 120 55 50.43424(W) ADJUSTED <br> <b> NAVD 88 </b> 31.50 (+/-2cm) 103.3 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -2.12 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -33.09 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in 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.) The vertical order pertains to the NGVD 29 superseded value. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 3 </td><td> 566,707.299 1</td><td>961,715.586</td><td> MT </td><td>0.99999323</td><td> -0 ' 15 49.2"</td></tr><tr><td>SPC CA 3 </td><td>1,859,272.20 6</td><td>436,061.89 </td><td> sFT </td><td>0.99999323</td><td> -0 ' 15 49.2"</td></tr><tr><td>UTM 10 </td><td>4,107,999.560 </td><td>683,889.226</td><td> MT </td><td>1.00001658</td><td> +1 ' 14 54.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 3 </b> 1.00000025 x 0.99999323 = 0.99999348 <br> <b>UTM 10 </b> 1.00000025 x 1.00001658 = 1.00001683 <br> <p> <h2>Superseded Survey Control</h2> <p> <b> NAD 83(1986)</b> 37 06 00.97262(N) 120 55 50.43715(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 37 06 01.17500(N) 120 55 46.72600(W) AD( ) 2 <br> NGVD 29 (??/??/??) 30.68 (m) 100.7 (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: 10SFG8388908000(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: 101 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>1943 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1958 </td><td>POOR </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 COAST AND GEODETIC SURVEY 1943 SEE STATION VOLTA <p> <h2>STATION RECOVERY (1958) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958 5.2 MI NW FROM LOS BANOS. 5.2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT LOS BANOS, AT VOLTA, 19.2 FEET NORTHWEST OF THE FOURTH POLE SOUTHEAST OF MILEPOST 135, 39 FEET SOUTHWEST OF THE SOUTHWEST RAIL, A BRONZE CAP RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE. NOTE-- THE MARK IS LOOSE IN THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. HS1439 101.86 C OF G http://www.geocaching.com/mark/details.asp?PID=HS1439 101.86 C OF G Geocache Geocache 101.86 C OF G CA1520 Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>101.86 C OF G</h1> <b> PID </b> HS1439 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> GUSTINE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 15 25. (N) 120 59 58. (W) SCALED <br> <b> NAVD 88 </b> 31.61 (+/-2cm) 103.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.76 (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> 584,130. </td><td> 1,955,700. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 30.85 (m) 101.2 (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: 10SFG774252(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: 101.86 <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>CA1520</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 AT GUSTINE. AT GUSTINE, 147 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THIRD AVENUE AND SIXTH STREET, 88 FEET SOUTHWEST OF BENCH MARK X 793, 51 FEET EAST OF THE CENTER LINE OF SIXTH STREET, 30 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A MESH-WIRE FENCE, 6 FEET NORTH OF THE CENTER LINE OF A PRIVATE DRIVEWAY, 4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A DOUBLE GARAGE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1.0 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS1408 106 RESET 1936 http://www.geocaching.com/mark/details.asp?PID=HS1408 106 RESET 1936 Geocache Geocache 106 RESET 1936 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>106 RESET 1936</h1> <b> PID </b> HS1408 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> DELTA RANCH (1977) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 03 16. (N) 120 40 20. (W) SCALED <br> <b> NAVD 88 </b> 32.63 (+/-2cm) 107.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.12 (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> 561,550. </td><td> 1,984,680. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 31.939 (m) 104.79 (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: 10SGG069034(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: 106 RESET 1936 <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>1936 </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 9.8 MI E FROM LOS BANOS. 9.8 MILES EAST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION OF SIXTH STREET AT LOS BANOS, IN R12E T10S S20, AT THE INTERSECTION OF ARROYA AVENUE, 86 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 34 1/2 FEET WEST OF THE CENTER LINE OF THE AVENUE, 33 FEET NORTH OF A POWER LINE POLE SUPPORTING A TRANSFORMER, 9.3 FEET EAST OF THE EAST WALL OF A UNION 76 SERVICE STATION, 2.1 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST 1/2 FOOT UNDERGROUND. NOTE-- THIS BENCH MARK WAS ESTABLISHED BY ENGINEERS OF THE STATE DIVISION OF HIGHWAYS IN DECEMBER 1936. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. HS2698 107.44 DWR http://www.geocaching.com/mark/details.asp?PID=HS2698 107.44 DWR Geocache Geocache 107.44 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>107.44 DWR</h1> <b> PID </b> HS2698 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> SAN LUIS DAM (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 07 12. (N) 121 03 28. (W) SCALED <br> <b> NAVD 88 </b> 70.44 (+/-2cm) 231.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.75 (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> 568,960. </td><td> 1,950,430. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 69.61 (m) 228.4 (f) COMPUTED 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: 10SFG725099(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: 107.44 TRAV TRAN MONUMENT NO 1 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADWR</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 1974 63 MI SE FROM DELTA PUMP PLANT. 62.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DELTA PUMP PLANT, 32 FEET WEST OF THE CENTER LINE OF THE EAST LEVEE ROAD, 38.8 FEET NORTH-NORTHEAST OF BENCH MARK NO. 2 (DWR), 71.3 FEET NORTH OF BENCH MARK MI. 66.3 (DWR), 7.0 FEET EAST OF THE WEST EDGE OF THE EAST CONCRETE LINING WALL, 1.9 FEET NORTH OF THE NORTHEAST CORNER OF A SMALL METAL BUILDING, ABOUT LEVEL WITH THE EAST LEVEE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. SECTION 26 T95 R8E. HS1526 109.65 http://www.geocaching.com/mark/details.asp?PID=HS1526 109.65 Geocache Geocache 109.65 TID Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>109.65</h1> <b> PID </b> HS1526 <br> <b> STATE/COUNTY</b> CA/MERCED <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> 34.03 (+/-2cm) 111.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.92 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 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> NGVD 29 (??/??/92) 33.329 (m) 109.35 (f) ADJ UNCH 2 0 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFG934485(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE CURB <br>STAMPING: TID 179.5 109.65 <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><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 2.8 MI SE FROM TURLOCK. 2.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT TURLOCK, 2.9 MILES NORTHWEST OF DELHI, IN R10E T5S S36, 1 POLE NORTHWEST AND ACROSS THE TRACK AND U.S. HIGHWAY 99 FROM MILEPOLE 129, AT CONCRETE HIGHWAY BRIDGE 39-118L OVER A BRANCH OF THE TURLOCK CANAL, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE CURB, 28 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANES OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 NOT RECOVERED. HS1630 1166 http://www.geocaching.com/mark/details.asp?PID=HS1630 1166 Geocache Geocache 1166 CGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>1166</h1> <b> PID </b> HS1630 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> TURNER RANCH (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 13 47. (N) 120 43 29. (W) SCALED <br> <b> NAVD 88 </b> 28.18 (+/-2cm) 92.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.59 (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> 581,010. </td><td> 1,980,060. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 27.453 (m) 90.07 (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: 10SGG018227(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: 1166 WASH <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>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 11.6 MI S FROM STEVINSON. 2.1 MILES SOUTH ALONG LANDER AVENUE FROM THE FIRE STATION AT STEVINSON, THENCE 9.4 MILES SOUTHEAST ALONG A LEVEE ROAD, THENCE 0.1 MILE EAST ALONG A DIRT ROAD, IN R11E T8SD, IN THE SOUTHEAST QUARTER OF SECTION 14, 0.15 MILE EAST OF BENCH MARK S 565, 24 FEET NORTH OF THE CENTER LINE OF THE ROAD, AT THE T JUNCTION OF FENCES, 13 FEET NORTH OF THE NORTH END OF A WOODEN GATE, 3 FEET WEST OF A FENCE, 1.0 FOOT SOUTH OF A FENCE, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND. HS2502 12 USBR http://www.geocaching.com/mark/details.asp?PID=HS2502 12 USBR Geocache Geocache 12 USBR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>12 USBR</h1> <b> PID </b> HS2502 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> HOWARD RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 10 12. (N) 121 02 43. (W) SCALED <br> <b> NAVD 88 </b> 55.55 (+/-2cm) 182.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.79 (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> 574,500. </td><td> 1,951,570. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 54.74 (m) 179.6 (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: 10SFG735155(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: CANAL 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 11 MI SW FROM GUSTINE. 1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 33 FROM THE SOUTHERN PACIFIC RAILROAD STATION AT GUSTINE, THENCE 3.6 MILES WEST ALONG SULLIVAN ROAD, THENCE 6.05 MILES SOUTH ALONG THE DELTA-MENDOTA CANAL, AT CHECK GATE NO. 12, IN THE TOP OF THE NORTHEAST ONE OF FOUR CONCRETE PIERS, 52 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD ALONG THE EAST LEVEE, 1.8 FEET NORTHWEST OF A GUARDRAIL, 1.5 FEET NORTHWEST OF THE NORTHWEST EDGE OF A CAT-WALK, AND ABOUT LEVEL WITH THE CAT-WALK. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 RECOVERED IN GOOD CONDITION. HS1512 120 RESET http://www.geocaching.com/mark/details.asp?PID=HS1512 120 RESET Geocache Geocache 120 RESET CGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>120 RESET</h1> <b> PID </b> HS1512 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> ARENA (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 22 03. (N) 120 43 26. (W) SCALED <br> <b> NAVD 88 </b> 37.66 (+/-2cm) 123.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.04 (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> 596,300. </td><td> 1,980,170. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (08/19/04) 36.94 (m) 121.2 (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: 10SGG015380(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 120 USGS RESET 1963 <br>MARK LOGO: USGS <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>1963 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1988 </td><td>POOR </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1963 1.4 MI S FROM LIVINGSTON. 1.35 MILES SOUTH ALONG THIRD STREET AND LINCOLN BOULEVARD FROM THE SOUTHERN PACIFIC COMPANY RAILROAD STATION AT LIVINGSTON, AT THE INTERSECTION OF MAGNOLIA AVENUE, 72.5 FEET NORTH OF THE CENTERLINE OF MAGNOLIA AVENUE, 26.0 FEET WEST OF THE CENTERLINE OF LINCOLN BOULEVARD, 8.2 FEET NORTH OF A POWERLINE POLE, 1.4 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE BOULEVARD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN POOR CONDITION. THE 1963 DESCRIPTION IS ADEQUATE EXCEPT ADD--THE MARK HAS BEEN DISTURBED, NOT LEVELED THIS SURVEY. HS1669 123 USGS http://www.geocaching.com/mark/details.asp?PID=HS1669 123 USGS Geocache Geocache 123 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>123 USGS</h1> <b> PID </b> HS1669 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> SANTA RITA BRIDGE (1977) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 05 02. (N) 120 31 43. (W) SCALED <br> <b> NAVD 88 </b> 37.80 (+/-2cm) 124.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.78 (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> 564,800. </td><td> 1,997,460. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 37.11 (m) 121.8 (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: 10SGG196070(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: 123 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>1965 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1965 2.6 MI SW FROM RED TOP. 1.65 MILES SOUTHWEST ALONG STATE HIGHWAY 152 FROM THE POST OFFICE AT RED TOP, THENCE 0.9 MILES NORTHWEST ALONG THE NORTHEAST LEVEE ROAD OF THE EASTSIDE BYPASS CANAL, AT THE CROSSING OF TWO POWER LINES, 51 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 156 FEET NORTHWEST OF BENCH MARK Q 982 (DWR), 91 FEET NORTHWEST OF POWER POLE 65-124, 7 1/2 FEET NORTHEAST OF THE RIGHT-OF-WAY FENCE, 1.3 FEET SOUTH OF A 4- BY 6-INCH POST PROJECTING 5 1/2 FEET ABOVE THE GROUND, 1.4 FEET NORTH OF A WITNESS POST, ABOUT 12 FEET LOWER THAN THE ROAD, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND. HS1534 126.87 http://www.geocaching.com/mark/details.asp?PID=HS1534 126.87 Geocache Geocache 126.87 CADH CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>126.87</h1> <b> PID </b> HS1534 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> TURLOCK (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 24 54. (N) 120 45 23. (W) SCALED <br> <b> NAVD 88 </b> 39.296 (meters) 128.92 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.93 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 39.267 (meters) 128.83 (feet) COMP <br> <b> MODELED GRAV</b> 979,903.2 (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> 601,580. </td><td> 1,977,300. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 38.588 (m) 126.60 (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: 10SFG985432(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: 280.83 126.87 26.15 <br>MARK LOGO: CADH <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1988 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20020130</td><td>MARK NOT FOUND </td><td>CONDOR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 1.7 MI SE FROM DELHI. 1.7 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF EL CAPITAN WAY AT DELHI, ALONG U.S. HIGHWAY 99, AT CONCRETE BRIDGE 39-117 OVER THE HIGH LINE CANAL, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE CURB, 26 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANES OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. THE 1958 DESCRIPTION IS ADEQUATE EXCEPT ADD--ALSO 12.0 KM (7.45 MI) SOUTHEAST OF TURLOCK. <p> <h2>STATION RECOVERY (2002) </h2> <p>RECOVERY NOTE BY CONDOR TECHNOLOGIES 2002 (DLS) NEW HWY BUILT ADJACENT TO OLD HWY- BRIDGE CURB DESTROYED HS1365 129 http://www.geocaching.com/mark/details.asp?PID=HS1365 129 Geocache Geocache 129 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>129</h1> <b> PID </b> HS1365 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> VOLTA (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 03 25. (N) 120 54 47. (W) SCALED <br> <b> NAVD 88 </b> 40.15 (+/-2cm) 131.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.15 (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> 561,890. </td><td> 1,963,260. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 39.285 (m) 128.89 (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: 10SFG855032(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE IMBEDDED IN GROUND <br>STAMPING: 129.521 <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>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881026</td><td>POOR </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 3.4 MI W FROM LOS BANOS. 3.4 MILES WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION OF SIXTH STREET AT LOS BANOS, AT THE INTERSECTION OF RAMOS ROAD NORTH AND BREUNIG ROAD SOUTH, 32 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND LANES OF THE HIGHWAY, 46 FEET WEST OF THE CENTER LINE OF RAMOS ROAD, 17 FEET WEST OF POWER POLE 120, 15 FEET WEST OF A FENCE CORNER, 1.9 FEET SOUTH OF A FENCE, 1.4 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND. SEC 18, T10S, R10E. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN POOR CONDITION. THE PIPE WASS FOUND TILTED AT ABOUT 30 DEGREES AND LOOSE IN THE GROUND. HS1529 130.79 http://www.geocaching.com/mark/details.asp?PID=HS1529 130.79 Geocache Geocache 130.79 TID Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>130.79</h1> <b> PID </b> HS1529 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> TURLOCK (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 26 41. (N) 120 47 25. (W) SCALED <br> <b> NAVD 88 </b> 36.00 (+/-2cm) 118.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.91 (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> 604,890. </td><td> 1,974,320. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 35.29 (m) 115.8 (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: 10SFG954465(NAD 83) <br>MARKER: DD = SURVEY DISK <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>TID</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1978 </td><td>MARK NOT FOUND </td><td>CADT</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 1 MI NW FROM DELHI. 1.0 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT DELHI, IN R11E T6S S5, 5 1/2 POLES NORTHWEST OF MILEPOST 131, AT THE CROSSING OF THE TURLOCK CANAL, AT TRIPLE 48-INCH CONCRETE PIPE CULVERT 130.79, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL, 22.0 FEET NORTHEAST OF THE NORTHEAST RAIL, AND ABOUT 2 FEET LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (1978) </h2> <p>RECOVERY NOTE BY CALTRANS 1978 MARK NOT FOUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 NOT RECOVERED. HS1546 142.234 http://www.geocaching.com/mark/details.asp?PID=HS1546 142.234 Geocache Geocache 142.234 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>142.234</h1> <b> PID </b> HS1546 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> ARENA (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 22 19. (N) 120 40 51. (W) SCALED <br> <b> NAVD 88 </b> 43.99 (+/-2cm) 144.3 (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> 596,790. </td><td> 1,983,980. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 43.256 (m) 141.92 (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: 10SGG053386(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: 142.234 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 2.6 MI SE FROM LIVINGSTON. 2.6 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT LIVINGSTON, 0.35 MILE SOUTHEAST OF THE CROSSING OF PEACH AVENUE, 0.25 MILE NORTHWEST OF THE CROSSING OF ARENA WAY (ROAD 277), 42.2 FEET NORTHEAST OF THE NORTHEAST RAIL, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTHWEST LANES OF U.S. HIGHWAY 99, 41.5 FEET EAST OF THE EAST CORNER OF THE CONCRETE BASE FOR BLOCK SIGNAL 1387, 8 FEET SOUTH OF A TELEPHONE POLE, 1 FOOT NORTHWEST OF A WITNESS POST, ABOUT 2 1/2 FEET HIGHER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 NOT RECOVERED. HS1555 153 B USGS http://www.geocaching.com/mark/details.asp?PID=HS1555 153 B USGS Geocache Geocache 153 B USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>153 B USGS</h1> <b> PID </b> HS1555 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> ATWATER (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 20 11. (N) 120 35 01. (W) SCALED <br> <b> NAVD 88 </b> 47.30 (+/-2cm) 155.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.86 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 592,830. </td><td> 1,992,590. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 46.55 (m) 152.7 (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: 10SGG140349(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: 153B 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>1930 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1930 1.6 MI SE FROM ATWATER. 1.6 MILES SOUTH EAST OF ATWATER, AT SIDING BUHACH, ACROSS THE HIGHWAY AND JUST NORTH OF WEST END OF STATION BLDG, 20 FEET NORTH OF HIWAY. 99. HS1556 153 RESET 1931 http://www.geocaching.com/mark/details.asp?PID=HS1556 153 RESET 1931 Geocache Geocache 153 RESET 1931 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>153 RESET 1931</h1> <b> PID </b> HS1556 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> ATWATER (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 20 06. (N) 120 34 50. (W) SCALED <br> <b> NAVD 88 </b> 47.89 (+/-2cm) 157.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.86 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 592,670. </td><td> 1,992,860. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 47.137 (m) 154.65 (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: 10SGG143347(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: 153.100 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>1979 </td><td>MARK NOT FOUND </td><td>LOCENG</td></tr><tr><td>1987 </td><td>MARK NOT FOUND </td><td>LOCSUR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 1.8 MI SE FROM ATWATER. 1.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT ATWATER, IN R13E T7S S7, ABOUT 4 POLES NORTHWEST OF MILEPOLE 145, 46.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 62 FEET EAST OF THE CENTER OF THE T JUNCTION OF A FRONTAGE ROAD AND STATION AVENUE, 21 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 12 FEET NORTHWEST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1979) </h2> <p>RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979 MARK NOT FOUND. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (UNK) MARK NOT FOUND. HS1561 170.96 http://www.geocaching.com/mark/details.asp?PID=HS1561 170.96 Geocache Geocache 170.96 DOD Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>170.96</h1> <b> PID </b> HS1561 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> ATWATER (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 21 47. (N) 120 33 22. (W) SCALED <br> <b> NAVD 88 </b> 52.72 (+/-2cm) 173.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.69 (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> 595,780. </td><td> 1,995,030. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 51.970 (m) 170.50 (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: 10SGG164379(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: FOUNDATION <br>STAMPING: 170.96 <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>DOD</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1982 </td><td>GOOD </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AT CASTLE AIR FORCE BASE. AT CASTLE AIR FORCE BASE, MERCED COUNTY, AT THE SEWAGE-TREATMENT PLANT, ABOUT MIDWAY BETWEEN LARGE WOODEN VAT T 916 AND FRAME OFFICE BUILDING T 917, IN THE TOP OF THE CONCRETE FOUNDATION OF THE CIRCULATION PUMP, 0.8 FOOT SOUTHEAST OF THE NORTHWEST CORNER, AND 2.1 FEET HIGHER THAN THE WALK SURROUNDING THE BASE OF THE PUMP. A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED 170.96. <p> <h2>STATION RECOVERY (1982) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982 RECOVERED IN GOOD CONDITION. HS1151 171.568 http://www.geocaching.com/mark/details.asp?PID=HS1151 171.568 Geocache Geocache 171.568 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>171.568</h1> <b> PID </b> HS1151 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> MERCED (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 18 23. (N) 120 29 02. (W) SCALED <br> <b> NAVD 88 </b> 52.946 (meters) 173.71 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -31.85 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 52.907 (meters) 173.58 (feet) COMP <br> <b> MODELED GRAV</b> 979,889.3 (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> 589,490. </td><td> 2,001,430. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 52.183 (m) 171.20 (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: 10SGG229318(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS <br>SP_SET: BUILDING <br>STAMPING: 171.568 B 1901 <br>MARK LOGO: USGS <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>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>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AT MERCED. AT MERCED, AT THE COURTHOUSE, 0.3 MILE NORTHEAST OF BENCH MARK Z 84, SET VERTICALLY IN THE SOUTHWEST WALL, 2.9 FEET NORTHWEST OF THE SOUTH CORNER OF THE BUILDING, AND 2.7 FEET ABOVE THE CONCRETE SIDEWALK. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU0361 172 http://www.geocaching.com/mark/details.asp?PID=GU0361 172 Geocache Geocache 172 BOR BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>172</h1> <b> PID </b> GU0361 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> CHARLESTON SCHOOL (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 59 02. (N) 120 50 34. (W) SCALED <br> <b> NAVD 88 </b> 53.19 (+/-2cm) 174.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.26 (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> 553,760. </td><td> 1,969,480. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 52.350 (m) 171.75 (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: 10SFF919952(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: M.P. 83.88 <br>MARK LOGO: BOR <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - November 18, 1988 <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>1968 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881118</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 6.2 MI S FROM LOS BANOS. 0.9 MILE EAST ALONG PACHECO BOULEVARD (STATE HIGHWAY 152) FROM THE INTERSECTION OF SIXTH STREET AT LOS BANOS, THENCE 5.0 MILES SOUTH ALONG MERCY SPRINGS ROAD, THENCE 0.3 MILE WEST ALONG CHARLESTON AVENUE, AT THE WEST END OF A CONCRETE BRIDGE OVER THE DELTA-MENDOTA CANAL, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE CURB, 12 1/2 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT 1 FOOT HIGHER THAN THE AVENUE. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. HS1361 179 http://www.geocaching.com/mark/details.asp?PID=HS1361 179 Geocache Geocache 179 BOR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>179</h1> <b> PID </b> HS1361 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> VOLTA (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 03 24. (N) 120 56 49. (W) SCALED <br> <b> NAVD 88 </b> 55.20 (+/-2cm) 181.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.08 (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> 561,880. </td><td> 1,960,250. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 54.337 (m) 178.27 (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: 10SFG825031(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE CURB <br>STAMPING: MP 75.84 <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>1972 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881012</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 5.4 MI W FROM LOS BANOS. 5.35 MILES WEST ALONG STATE HIGHWAY 152 FROM THE INTERSECTION OF SIXTH STREET AT LOS BANOS, AT THE CROSSING OF THE DELTA-MENDOTA CANAL, IN THE TOP AND 0.6 FOOT EAST OF THE WEST END OF THE SOUTH CONCRETE CURB OF EASTBOUND LANES BRIDGE 39-122R, 15 1/2 FEET SOUTH OF THE CENTER LINE OF THE EASTBOUND LANES OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. SEC 23, T10S, R9E. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. HS1156 179.002 USGS http://www.geocaching.com/mark/details.asp?PID=HS1156 179.002 USGS Geocache Geocache 179.002 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>179.002 USGS</h1> <b> PID </b> HS1156 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> MERCED (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 16 27. (N) 120 26 23. (W) SCALED <br> <b> NAVD 88 </b> 55.21 (+/-2cm) 181.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.94 (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> 585,920. </td><td> 2,005,350. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 54.48 (m) 178.7 (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: 10SGG270283(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: 179.002 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>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 3.2 MI SE FROM MERCED. 3.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT MERCED, MERCED COUNTY, 0.1 MILE SOUTHEAST ALONG U.S. HIGHWAY 99 FROM THE CONCRETE SILO ON THE ALFARATA RANCH, 350 FEET NORTHWEST OF MISSION LANE, 200 FEET SOUTHEAST OF POLE 9000, 48 FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 31 FEET SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 179.002 B 1901 AND RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND. HS1167 199.022 http://www.geocaching.com/mark/details.asp?PID=HS1167 199.022 Geocache Geocache 199.022 USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>199.022</h1> <b> PID </b> HS1167 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> PLAINSBURG (1976) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 12 41. (N) 120 21 47. (W) SCALED <br> <b> NAVD 88 </b> 61.20 (+/-2cm) 200.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.14 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 3 </td><td> 578,960. </td><td> 2,012,160. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 60.520 (m) 198.56 (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: 10SGG339215(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: 199.022 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 9.2 MI SE FROM MERCED. 9.15 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT MERCED, 8.4 MILES NORTHWEST OF CHOWCHILLA, IN R15E T8S S30, NEAR THE NORTHWEST END OF A CURVE IN U.S. HIGHWAY 99, 6 1/2 POLES NORTHWEST OF MILEPOLE 160, 46.4 FEET NORTHEAST OF THE NORTHEAST RAIL, 104 FEET SOUTHEAST OF A POST MARKING AN UNDERGROUND TELEPHONE CABLE, 22 FEET SOUTHEAST OF A TELEPHONED POLE, 1.1 FEET EAST OF A WITNESS POST, AND RIVETED ON TOP OF A 3 1/2-INCH PIPE PROJECTING 1.0 FOOT ABOVE THE GROUND, AND ABOUT 4 FEET LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 NOT RECOVERED. HS2699 2 DWR http://www.geocaching.com/mark/details.asp?PID=HS2699 2 DWR Geocache Geocache 2 DWR CADWR Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>2 DWR</h1> <b> PID </b> HS2699 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> SAN LUIS DAM (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 07 12. (N) 121 03 28. (W) SCALED <br> <b> NAVD 88 </b> 70.38 (+/-2cm) 230.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.75 (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> 568,960. </td><td> 1,950,430. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 69.55 (m) 228.2 (f) COMPUTED 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: 10SFG725099(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: ADQUEDUCT LINING <br>STAMPING: RP NO 2 NO 2 FIXED TRAN <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>CADWR</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 1974 63 MI SE FROM DELTA PUMP PLANT. 62.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DELTA PUMP PLANT, 39 FEET WEST OF THE CENTER LINE OF THE EAST LEVEE ROAD, 38.8 FEET SOUTH-SOUTHWEST OF BENCH MARK 107.44 (DWR), 33.7 FEET NORTH OF BENCH MARK MI. 66.3 (DWR), 27.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMALL METAL BUILDING, IN THE TOP OF THE EAST CONCRETE LINING OF THE AQUEDUCT, AND ABOUT LEVEL WITH THE EAST LINING AND ROAD. SECTION 26, T .S, R 8E. HS1296 2 MERCED http://www.geocaching.com/mark/details.asp?PID=HS1296 2 MERCED Geocache Geocache 2 MERCED CADH Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>2 MERCED</h1> <b> PID </b> HS1296 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> EL NIDO (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 13 45. (N) 120 29 16. (W) SCALED <br> <b> NAVD 88 </b> 46.17 (+/-2cm) 151.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.19 (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> 580,920. </td><td> 2,001,090. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/92) 45.46 (m) 149.1 (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: 10SGG228232(NAD 83) <br>MARKER: DD = SURVEY DISK <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>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 5.2 MI S FROM MERCED. 0.4 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT MERCED, THENCE 4.8 MILES SOUTH ALONG J STREET (MERCED COUNTY ROUTE 123), IN R13E T8S S13, 77 FEET NORTHWEST OF THE CENTER OF THE T JUNCTION OF MC NAMARA ROAD (ROAD 224) LEADING EAST, AT A DOUBLE 48-INCH CONCRETE PIPE CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL, 25 FEET WEST OF THE CENTER LINE OF ROUTE 123, AND ABOUT 1 1/2 FEET LOWER THAN THE ROUTE. HS1563 2 USE http://www.geocaching.com/mark/details.asp?PID=HS1563 2 USE Geocache Geocache 2 USE DOD Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>2 USE</h1> <b> PID </b> HS1563 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> ATWATER (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 21 52. (N) 120 34 01. (W) SCALED <br> <b> NAVD 88 </b> 53.02 (+/-2cm) 173.9 (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> 595,940. </td><td> 1,994,070. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 52.27 (m) 171.5 (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: 10SGG154380(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: 2 171.81 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>DOD</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 AT CASTLE AIR FORCE BASE. DESCRIPTION-- AT CASTLE AIR FORCE BASE, MERCED COUNTY, MIDWAY BETWEEN THE JUNCTIONS OF SEVENTH AND EIGHT STREETS AND THE PARKING APRON, 94.3 FEET NORTH OF THE NORTH LEG OF THE CONTROL TOWER, 71 FEET NORTHEAST OF THE CENTER OF THE NORTHEAST FACE OF BUILDING T 34, 2 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE ASPHALT PAVEMENT OF THE APRON, AND 0.1 FOOT LOWER THAN THE PAVEMENT. A CORPS OF ENGINEERS, U.S. ARMY STANDARD CAP, STAMPED 2 191.81 AND FASTENED ON THE TOP OF AN IRON PIPE SET IN A HOLE CUT THROUGH THE PAVEMENT. NOTE-- NOTED THAT THE CONTROL TOWER ABOVE HAS BEEN REMOVED BUT FOUNDATION STILL REMAINS. THE AREA IN THE DESCRIBED VICINITY OF THIS MARK HAS BEEN RESURFACED WITH ASPHALT. THE AREA HAS BEEN CONVERTED TO PARKING SPACE FOR BUILDING T 34 (ACADEMIC TRAINING). <p> <h2>STATION RECOVERY (1960) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1960 RECOVERED IN GOOD CONDITION. HS1689 205 USGS http://www.geocaching.com/mark/details.asp?PID=HS1689 205 USGS Geocache Geocache 205 USGS USGS Unknown Cache Regular 1 1 United States California NGS Datasheet <h1>205 USGS</h1> <b> PID </b> HS1689 <br> <b> STATE/COUNTY</b> CA/MERCED <br> <b> USGS QUAD </b> WINTON (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 37 29 37. (N) 120 30 09. (W) SCALED <br> <b> NAVD 88 </b> 62.96 (+/-2cm) 206.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -31.08 (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> 610,270. </td><td> 1,999,780. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2> <p> NGVD 29 (??/??/??) 62.25 (m) 204.2 (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: 10SGG207525(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: 204B 6 1905 <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>1905 </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 4.2 MI SW FROM SNELLING. 4.15 MILES SOUTHWEST ALONG SNELLING-MERCED ROAD FROM THE INTERSECTION OF HALTERMAN ROAD AT SNELLING, IN R13E T5S S14, AT THE INTERSECTION OF TURLOCK ROAD LEADING WEST AND COX FERRY ROAD LEADING NORTH, 167 FEET NORTH-NORTHWEST OF THE CENTER OF THE INTERSECTION, 121 FEET NORTH OF THE CENTER LINE OF TURLOCK ROAD, 26 FEET WEST OF THE CENTER LINE OF COX FERRY ROAD, 7 1/2 FEET SOUTH OF A POWER LINE POLE WITH A GUY WIRE, 7 FEET SOUTH OF A FENCE CORNER POST, 1.1 FEET NORTH OF A WITNESS POST, ABOUT 2 FEET HIGHER THAN THE ROADS, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND.