Benchmark file generated by bmgpxbmgpx by Ron Parkerbmgpx@parkrrrr.comGU0179100.11 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0179100.11 USBRGeocacheGeocache100.11 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>100.11 USBR</h1> <b> PID </b> GU0179 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> HAMMONDS RANCH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 46 55. (N) 120 40 44. (W) SCALED <br> <b> NAVD 88 </b> 102.78 (+/-2cm) 337.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.38 (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The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value.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 4 </td><td> 662,050. </td><td> 1,850,150. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.00 (m) 334.6 (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Superseded values are not recommended for survey control.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 See file dsdata.txt to determine how the superseded data were derived.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: 10SGF071731(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: AQUEDUCT LINING <br>STAMPING: F 523 100.11 <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>1969 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 13.4 MI SE FROM DOS AMIGOS PUMP PLANT. 13.35 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE LEVEE ROAD, 100.0 FEET SOUTHEAST OF A STEEL LADDER, 1.0 FOOT SOUTHWEST OF A WITNESS POST. GU2872100.23 R USBRhttp://www.geocaching.com/mark/details.asp?PID=GU2872100.23 R USBRGeocacheGeocache100.23 R USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>100.23 R USBR</h1> <b> PID </b> GU2872 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> OXALIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 52 55. (N) 120 36 37. (W) SCALED <br> <b> NAVD 88 </b> 50.21 (+/-2cm) 164.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.41 (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 4 </td><td> 673,040. </td><td> 1,856,460. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.521 (m) 162.47 (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: 10SGF129844(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>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 2.6 MI SE FROM ORO LOMA. 2.6 MILES SOUTHEAST ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT ORO LOMA, AT THE CROSSING OF A 36-INCH PIPE LINE, AT CANAL MILEAGE 100.23, IN THE TOP OF A 22-FOOT LONG CONCRETE HEAD WALL, DIRECTLY OVER A PIPE, 37 FEET NORTH OF THE CENTER LINE OF THE LEVEE ROAD, ABOUT 8 FEET SOUTH OF THE SOUTH BANK OF THE CANAL, AND ABOUT 4 FEET LOWER THAN THE ROAD. GT186110044 F VAhttp://www.geocaching.com/mark/details.asp?PID=GT186110044 F VAGeocacheGeocache10044 F VACGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>10044 F VA</h1> <b> PID </b> GT1861 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> ROUGH SPUR (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 36 54 32.86532(N) 118 53 29.20386(W) ADJUSTED <br> <b> NAVD 88 </b> 3066. (meters) 10059. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 14.02 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -26.39 (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 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 4 </td><td> 674,859.617 2</td><td>009,673.645</td><td> MT </td><td>0.99995295</td><td> +0 ' 03 53.1"</td></tr><tr><td>SPC CA 4 </td><td>2,214,101.93 6</td><td>593,404.28 </td><td> sFT </td><td>0.99995295</td><td> +0 ' 03 53.1"</td></tr><tr><td>UTM 11 </td><td>4,086,462.507 </td><td>331,497.948</td><td> MT </td><td>0.99994979</td><td> -1 ' 08 10.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99952315 x 0.99995295 = 0.99947613 <br> <b>UTM 11 </b> 0.99952315 x 0.99994979 = 0.99947297 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 36 54 32.85752(N) 118 53 29.20412(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 36 54 33.05720(N) 118 53 25.81540(W) AD( ) 2 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 11SLA3149886463(NAD 83) <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1950 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1950 SEE STATION SPANISH GU0186100.48 L USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0186100.48 L USBRGeocacheGeocache100.48 L USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>100.48 L USBR</h1> <b> PID </b> GU0186 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> HAMMONDS RANCH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 46 45. (N) 120 40 30. (W) SCALED <br> <b> NAVD 88 </b> 103.93 (+/-2cm) 341.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.39 (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 4 </td><td> 661,740. </td><td> 1,850,490. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 103.146 (m) 338.40 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF074728(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TURNOUT RETAINING WALL <br>STAMPING: 100.48 L <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>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 13.8 MI SE FROM DOS AMIGOS PUMP PLANT. 13.75 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R12E T13S, SECTION 20, 0.05 MILE NORTHWEST OF THE EAST END OF SHIELDS AVENUE BRIDGE OVER THE CANAL, IN THE TOP OF A CONCRETE RETAINING WALL FOR A TURNOUT STRUCTURE, 10 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD ALONG THE NORTHEAST LEVEE OF THE CANAL, 0.3 FOOT NORTHWEST OF THE SOUTHEAST END OF THE WALL, AND ABOUT LEVEL WITH THE ROAD. <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 RECOVERED IN GOOD CONDITION. GU0437100.52 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0437100.52 USBRGeocacheGeocache100.52 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>100.52 USBR</h1> <b> PID </b> GU0437 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> OXALIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 52 49. (N) 120 36 18. (W) SCALED <br> <b> NAVD 88 </b> 49.41 (+/-2cm) 162.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.40 (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 4 </td><td> 672,850. </td><td> 1,856,930. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 48.720 (m) 159.84 (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: 10SGF134842(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: INLET 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>1955 </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 1955 2.9 MI SE FROM ORO LOMA. 2.9 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT ORO LAMA, AT CONCRETE DRAIN INLET STRUCTURE 100.52, IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 17 1/2 FEET (SLOPE MEASUREMENT) SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 6 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. GU0192100.55 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0192100.55 LGeocacheGeocache100.55 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>100.55 L</h1> <b> PID </b> GU0192 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> HAMMONDS RANCH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 46 41. (N) 120 40 26. (W) SCALED <br> <b> NAVD 88 </b> 104.284 (meters) 342.14 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.39 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 104.196 (meters) 341.85 (feet) COMP <br> <b> MODELED GRAV</b> 979,794.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 661,610. </td><td> 1,850,590. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 103.621 (m) 339.96 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF075727(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: WINGWALL <br>STAMPING: 100.55 L <br>MARK LOGO: BOR <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 - November 23, 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>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881123</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 13.8 MI SE FROM DOS AMIGOS PUMP PLANT. 13.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN THE TOP AND 1.3 FEET WEST OF THE EAST END OF THE NORTHEAST CONCRETE WING WALL OF SHIELDS AVENUE BRIDGE OVER THE AQUEDUCT, 18 FEET NORTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU0193100.55 Rhttp://www.geocaching.com/mark/details.asp?PID=GU0193100.55 RGeocacheGeocache100.55 RBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>100.55 R</h1> <b> PID </b> GU0193 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> HAMMONDS RANCH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 46 40. (N) 120 40 29. (W) SCALED <br> <b> NAVD 88 </b> 104.50 (+/-2cm) 342.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.39 (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 4 </td><td> 661,580. </td><td> 1,850,510. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 103.722 (m) 340.29 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF075727(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: WINGWALL <br>STAMPING: 100.55 R <br>MARK LOGO: BOR <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 - November 23, 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>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881123</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 13.8 MI SE FROM DOS AMIGOS PUMP PLANT. 13.8 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R12E T13S, SECTION 28, AT THE CROSSING OF SHIELDS AVENUE, IN THE TOP OF THE SOUTHWEST CONCRETE WING WALL OF SHIELDS AVENUE BRIDGE OVER THE CANAL, 18 FEET EAST OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, 1.0 FOOT EAST OF THE WEST END OF THE WING WALL, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU0187100.66 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0187100.66 USBRGeocacheGeocache100.66 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>100.66 USBR</h1> <b> PID </b> GU0187 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> HAMMONDS RANCH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 46 36. (N) 120 40 30. (W) SCALED <br> <b> NAVD 88 </b> 102.82 (+/-2cm) 337.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.39 (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 4 </td><td> 661,460. </td><td> 1,850,490. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.03 (m) 334.7 (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: 10SGF074726(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: AQUEDUCT LINING <br>STAMPING: E 512 100.66 <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>1969 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 13.9 MI SE FROM DOS AMIGOS PUMP PLANT. 13.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE LEVEE ROAD, 48.5 FEET SOUTHEAST OF A STEEL LADDER, 1.0 FOOT SOUTHWEST OF A WITNESS POST. GU0429100.91 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0429100.91 USBRGeocacheGeocache100.91 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>100.91 USBR</h1> <b> PID </b> GU0429 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> OXALIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 52 47. (N) 120 35 50. (W) SCALED <br> <b> NAVD 88 </b> 50.31 (+/-2cm) 165.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.40 (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 4 </td><td> 672,780. </td><td> 1,857,620. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.628 (m) 162.82 (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: 10SGF141842(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: INLET HEADWALL <br>STAMPING: D I 100.91 <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><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 3.3 MI SE FROM ORO LOMA. 3.3 MILES SOUTHEAST ALONG A ROAD ON THE SOUTHWEST LEVEE OF DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT ORO LOMA, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL OF CONCRETE INLET STRUCTURE D.I. 100.91, 42 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 6 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU0178100.94 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0178100.94 USBRGeocacheGeocache100.94 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>100.94 USBR</h1> <b> PID </b> GU0178 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> HAMMONDS RANCH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 46 24. (N) 120 40 12. (W) SCALED <br> <b> NAVD 88 </b> 102.80 (+/-2cm) 337.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.39 (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 4 </td><td> 661,080. </td><td> 1,850,930. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.02 (m) 334.7 (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: 10SGF079722(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: AQUEDUCT LINING <br>STAMPING: E 513 100.94 <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>1969 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 14.2 MI SE FROM DOS AMIGOS PUMP PLANT. 14.15 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE LEVEE ROAD, 21.0 FEET NORTHWEST OF A STEEL LADDER, 1.1 FEET SOUTHWEST OF A WITNESS POST. GU0428101.27 R USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0428101.27 R USBRGeocacheGeocache101.27 R USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>101.27 R USBR</h1> <b> PID </b> GU0428 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> OXALIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 52 45. (N) 120 35 29. (W) SCALED <br> <b> NAVD 88 </b> 49.90 (+/-2cm) 163.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.40 (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 4 </td><td> 672,710. </td><td> 1,858,140. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.21 (m) 161.4 (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: 10SGF146841(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: FOOTING HEADWALL <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>1955 </td><td>GOOD </td><td>NGS</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 1955 3.6 MI SE FROM ORO LOMA. 3.6 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT ORO LOMA, AT 24-INCH STEEL PIPE LINE CROSSING 101.27, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL FOR THE SOUTH FOOTING, 34 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 5 1/2 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU0176101.56 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0176101.56 USBRGeocacheGeocache101.56 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>101.56 USBR</h1> <b> PID </b> GU0176 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> HAMMONDS RANCH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 46 01. (N) 120 39 59. (W) SCALED <br> <b> NAVD 88 </b> 102.77 (+/-2cm) 337.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.39 (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 4 </td><td> 660,370. </td><td> 1,851,240. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 101.98 (m) 334.6 (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: 10SGF082715(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: AQUEDUCT LINING <br>STAMPING: E 514 101.56 <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>1969 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 14.8 MI SE FROM DOS AMIGOS PUMP PLANT. 14.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE LEVEE ROAD, 1.0 FOOT SOUTHWEST OF A WITNESS POST. GU0427101.84 RESET 1966http://www.geocaching.com/mark/details.asp?PID=GU0427101.84 RESET 1966GeocacheGeocache101.84 RESET 1966BORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>101.84 RESET 1966</h1> <b> PID </b> GU0427 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> OXALIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 52 43. (N) 120 34 56. (W) SCALED <br> <b> NAVD 88 </b> 50.35 (+/-2cm) 165.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.39 (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 4 </td><td> 672,630. </td><td> 1,858,950. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.671 (m) 162.96 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF154841(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: INLET HEADWALL <br>STAMPING: 101.84 <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>1966 </td><td>GOOD </td><td>NGS</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 1966 4.2 MI SE FROM ORO LOMA. 4.2 MILES SOUTHEAST ALONG A ROAD ON THE SOUTHWEST LEVEE OF DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT ORO LOMA, 0.15 MILE WEST OF THE CROSSING OF A ROAD AND BRIDGE 102.03 OVER A CANAL, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL OF CONCRETE INLET STRUCTURE D.I. 100.84, 36 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 9 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU0426101.84 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0426101.84 USBRGeocacheGeocache101.84 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>101.84 USBR</h1> <b> PID </b> GU0426 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> OXALIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 52 43. (N) 120 34 55. (W) SCALED <br> <b> NAVD 88 </b> 50.10 (+/-2cm) 164.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.39 (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 4 </td><td> 672,630. </td><td> 1,858,980. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.420 (m) 162.14 (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: 10SGF155841(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: DRAIN INLET <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>1955 </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 1955 4.2 MI SE FROM ORO LOMA. 4.2 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT ORO LOMA, AT CONCRETE DRAIN INLET STRUCTURE 101.84, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL, 17 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 6 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. GU0425102.13 RESET 1966http://www.geocaching.com/mark/details.asp?PID=GU0425102.13 RESET 1966GeocacheGeocache102.13 RESET 1966BORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>102.13 RESET 1966</h1> <b> PID </b> GU0425 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> OXALIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 52 38. (N) 120 34 37. (W) SCALED <br> <b> NAVD 88 </b> 50.39 (+/-2cm) 165.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.38 (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 4 </td><td> 672,470. </td><td> 1,859,420. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.703 (m) 163.07 (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: 10SGF159839(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: INLET STRUCTURE <br>STAMPING: 102.13 <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><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 4.5 MI SE FROM ORO LOMA. 4.5 MILES SOUTHEAST ALONG A ROAD ON THE SOUTHWEST LEVEE OF DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT ORO LOMA, 0.15 MILE EAST OF THE CROSSING OF A ROAD AND BRIDGE 102.03 OVER THE CANAL, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL OF CONCRETE INLET STRUCTURE D.I. 102.13, 36 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 14 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU0424102.13 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0424102.13 USBRGeocacheGeocache102.13 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>102.13 USBR</h1> <b> PID </b> GU0424 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> OXALIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 52 37. (N) 120 34 38. (W) SCALED <br> <b> NAVD 88 </b> 50.18 (+/-2cm) 164.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.39 (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 4 </td><td> 672,440. </td><td> 1,859,400. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.495 (m) 162.38 (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: 10SGF159839(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: DRAIN INLET <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>1955 </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 1955 4.5 MI SE FROM ORO LOMA. 4.5 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT ORO LOMA, AT CONCRETE DRAIN INLET STRUCTURE 102.13, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE RETAINING WALL, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 1/2 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. GU0165102.16 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0165102.16 USBRGeocacheGeocache102.16 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>102.16 USBR</h1> <b> PID </b> GU0165 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> HAMMONDS RANCH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 45 27. (N) 120 39 43. (W) SCALED <br> <b> NAVD 88 </b> 102.80 (+/-2cm) 337.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.39 (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 4 </td><td> 659,310. </td><td> 1,851,620. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.01 (m) 334.7 (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: 10SGF087705(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: AQUEDUCT LINING <br>STAMPING: E 504 102.16 <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>1969 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 15.4 MI SE FROM DOS AMIGOS PUMP PLANT. 15.4 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE LEVEE ROAD, 212.0 FEET NORTHWEST OF BENCH MARK 102.20 L (USBR) WHICH IS IN A RETAINING WALL OF A TURNOUT STRUCTURE, 1.0 FOOT SOUTHWEST OF A WITNESS POST. GU0163102.20 L USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0163102.20 L USBRGeocacheGeocache102.20 L USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>102.20 L USBR</h1> <b> PID </b> GU0163 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> HAMMONDS RANCH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 45 25. (N) 120 39 43. (W) SCALED <br> <b> NAVD 88 </b> 103.84 (+/-2cm) 340.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.39 (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 4 </td><td> 659,250. </td><td> 1,851,610. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 103.047 (m) 338.08 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF087704(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TURNOUT RETAINING WALL <br>STAMPING: 102.20 L <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>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1968 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 15.4 MI SE FROM DOS AMIGOS PUMP PLANT. 15.45 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R12E T13S, SECTION 33, ALONG THE NORTHEAST LEVEE OF THE CANAL, 0.45 MILE NORTHWEST OF THE CROSSING OF RUSSELL AVENUE, 0.05 MILE NORTHEAST AND ACROSS THE CANAL FROM BENCH MARK 102.20 R (USBR), IN THE TOP OF A CONCRETE RETAINING WALL FOR A TURNOUT STRUCTURE, 14 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 0.3 FOOT NORTHWEST OF THE SOUTHEAST END OF THE WALL, AND ABOUT LEVEL WITH THE ROAD. <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 RECOVERED IN GOOD CONDITION. GU0164102.20 Rhttp://www.geocaching.com/mark/details.asp?PID=GU0164102.20 RGeocacheGeocache102.20 RBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>102.20 R</h1> <b> PID </b> GU0164 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> HAMMONDS RANCH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 45 24. (N) 120 39 46. (W) SCALED <br> <b> NAVD 88 </b> 103.479 (meters) 339.50 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.39 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 103.392 (meters) 339.21 (feet) COMP <br> <b> MODELED GRAV</b> 979,791.6 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 659,220. </td><td> 1,851,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.919 (m) 337.66 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF086704(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: RETAINING WALL <br>STAMPING: 102.20 R <br>MARK LOGO: BOR <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - November 28, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19891128</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 15.4 MI SE FROM DOS AMIGOS PUMP PLANT. 15.45 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R12E T13S, SECTION 33, IN THE TOP OF THE NORTHWEST END OF A CONCRETE RETAINING WALL FOR A TURNOUT STRUCTURE, 20 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, AND ABOUT LEVEL WITH THE ROAD. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. GU0423102.38 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0423102.38 USBRGeocacheGeocache102.38 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>102.38 USBR</h1> <b> PID </b> GU0423 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> OXALIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 52 35. (N) 120 34 17. (W) SCALED <br> <b> NAVD 88 </b> 49.53 (+/-2cm) 162.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.38 (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 4 </td><td> 672,370. </td><td> 1,859,920. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 48.850 (m) 160.27 (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: 10SGF164839(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: DRAIN INLET <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>1955 </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 1955 4.8 MI SE FROM ORO LOMA. 4.8 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT ORO LOMA, AT CONCRETE DRAIN INLET 102.38, IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 15 FEET (SLOPE MEASUREMENT) SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 7 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. GU0420102.44 RESET 1966http://www.geocaching.com/mark/details.asp?PID=GU0420102.44 RESET 1966GeocacheGeocache102.44 RESET 1966BORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>102.44 RESET 1966</h1> <b> PID </b> GU0420 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> OXALIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 52 31. (N) 120 34 13. (W) SCALED <br> <b> NAVD 88 </b> 50.16 (+/-2cm) 164.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.38 (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 4 </td><td> 672,240. </td><td> 1,860,010. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.474 (m) 162.32 (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: 10SGF165837(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: INLET <br>STAMPING: 102.44 <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><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 4.9 MI SE FROM ORO LOMA. 4.9 MILES SOUTHEAST ALONG A ROAD ON THE SOUTHWEST LEVEE OF DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT ORO LOMA, 0.1 MILE NORTHWEST OF BRIDGE 102.53 OVER THE CANAL, IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL OF INLET STRUCTURE D.I. 102.44, 36 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 12 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU0419102.44 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0419102.44 USBRGeocacheGeocache102.44 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>102.44 USBR</h1> <b> PID </b> GU0419 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> OXALIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 52 31. (N) 120 34 12. (W) SCALED <br> <b> NAVD 88 </b> 49.89 (+/-2cm) 163.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.38 (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 4 </td><td> 672,240. </td><td> 1,860,040. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.205 (m) 161.43 (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: 10SGF165837(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: DRAIN INLET <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>1955 </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 1955 4.9 MI SE FROM ORO LOMA. 4.9 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97968 AT ORO LOMA, AT CONCRETE DRAIN INLET STRUCTURE 102.44, IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 15 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 5 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. GU0422102.54 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0422102.54 USBRGeocacheGeocache102.54 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>102.54 USBR</h1> <b> PID </b> GU0422 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> OXALIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 52 31. (N) 120 34 05. (W) SCALED <br> <b> NAVD 88 </b> 49.82 (+/-2cm) 163.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.38 (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 4 </td><td> 672,240. </td><td> 1,860,210. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.133 (m) 161.20 (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: 10SGF167837(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: DRAIN INLET <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>1955 </td><td>GOOD </td><td>NGS</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 1955 5 MI SE FROM ORO LOMA. 5.0 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL FROM CONCRETE BRIDGE 97.68 AT ORO LOMA, AT THE INTERSECTION OF A DIRT FARM ROAD, AT CONCRETE DRAIN INLET STRUCTURE 102.54, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL, 81.7 FEET SOUTH OF AND ACROSS THE GRAVELED ROAD FROM THE SOUTH END OF THE EAST WOODEN GUARDRAIL OF WOODEN BRIDGE 102.53 OVER THE CANAL, 43 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 21 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, AND ABOUT 3 FEET LOWER THAN THE ROADS. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU0167102.64 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0167102.64 LGeocacheGeocache102.64 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>102.64 L</h1> <b> PID </b> GU0167 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> HAMMONDS RANCH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 45 08. (N) 120 39 28. (W) SCALED <br> <b> NAVD 88 </b> 103.47 (+/-2cm) 339.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.39 (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 4 </td><td> 658,720. </td><td> 1,851,980. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.672 (m) 336.85 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF090699(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: RETAINING WALL <br>STAMPING: 102.64 L <br>MARK LOGO: BOR <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 - November 28, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19891128</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 15.9 MI SE FROM DOS AMIGOS PUMP PLANT. 15.9 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R12E T13S, SECTION 34, AT THE CROSSING OF RUSSELL AVENUE, IN THE TOP OF A CONCRETE RETAINING WALL FOR A TURNOUT STRUCTURE, 16 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 68 FEET EAST OF THE NORTHEAST CORNER OF RUSSELL AVENUE BRIDGE OVER THE CANAL, 0.3 FOOT WEST OF THE EAST END OF THE WALL, AND ABOUT 2 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. GU0169102.64 L 1http://www.geocaching.com/mark/details.asp?PID=GU0169102.64 L 1GeocacheGeocache102.64 L 1BORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>102.64 L 1</h1> <b> PID </b> GU0169 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> HAMMONDS RANCH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 45 08. (N) 120 39 28. (W) SCALED <br> <b> NAVD 88 </b> 104.306 (meters) 342.21 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.39 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 104.218 (meters) 341.92 (feet) COMP <br> <b> MODELED GRAV</b> 979,791.8 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 658,720. </td><td> 1,851,980. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 103.671 (m) 340.13 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF090699(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: WINGWALL <br>STAMPING: 102.64 L 1 <br>MARK LOGO: BOR <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 - November 28, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19891128</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 15.9 MI SE FROM DOS AMIGOS PUMP PLANT. 15.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN THE TOP AND 0.9 FOOT SOUTH OF THE NORTH END OF THE NORTHWEST CONCRETE WING WALL OF RUSSELL AVENUE BRIDGE OVER THE AQUEDUCT, 14 FEET WEST OF THE CENTER LINE OF THE AVENUE, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. GU0168102.64 Rhttp://www.geocaching.com/mark/details.asp?PID=GU0168102.64 RGeocacheGeocache102.64 RBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>102.64 R</h1> <b> PID </b> GU0168 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> HAMMONDS RANCH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 45 06. (N) 120 39 28. (W) SCALED <br> <b> NAVD 88 </b> 104.355 (meters) 342.37 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.39 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 104.268 (meters) 342.09 (feet) COMP <br> <b> MODELED GRAV</b> 979,791.7 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 658,660. </td><td> 1,851,980. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 103.677 (m) 340.15 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF090698(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: WINGWALL <br>STAMPING: 102.64 R <br>MARK LOGO: BOR <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 - November 25, 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>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881125</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 15.9 MI SE FROM DOS AMIGOS PUMP PLANT. 15.9 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R12E T13S, SECTION 34, AT THE CROSSING OF RUSSELL AVENUE, IN THE TOP OF THE SOUTHEAST CONCRETE WING WALL OF RUSSELL AVENUE, IN THE TOP OF THE SOUTHEAST CONCRETE WING WALL OF RUSSELL AVENUE BRIDGE OVER THE CANAL, 14 FEET EAST OF THE CENTER LINE OF THE AVENUE, 0.8 FOOT NORTH OF THE SOUTH END OF THE WING WALL, AND ABOUT 1/2 FOOT HIGHER THAN THE AVENUE. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU0159102.71 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0159102.71 USBRGeocacheGeocache102.71 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>102.71 USBR</h1> <b> PID </b> GU0159 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> HAMMONDS RANCH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 45 05. (N) 120 39 24. (W) SCALED <br> <b> NAVD 88 </b> 102.49 (+/-2cm) 336.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.39 (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 4 </td><td> 658,630. </td><td> 1,852,070. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 101.69 (m) 333.6 (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: 10SGF091698(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: AQUEDUCT LINING <br>STAMPING: E 516 102.71 <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>1969 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 16 MI SE FROM DOS AMIGOS PUMP PLANT. 16.0 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 22 FEET SOUTHWEST OF THE CENTER LINE OF THE LEVEE ROAD, 125.0 FEET SOUTHEAST OF A STEEL LADDER, 1.0 FOOT SOUTHWEST OF A WITNESS POST. GU0577102.93 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0577102.93 USBRGeocacheGeocache102.93 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>102.93 USBR</h1> <b> PID </b> GU0577 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> BROADVIEW FARMS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 52 25. (N) 120 33 48. (W) SCALED <br> <b> NAVD 88 </b> 50.80 (+/-2cm) 166.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.38 (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 4 </td><td> 672,050. </td><td> 1,860,630. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 50.12 (m) 164.4 (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: 10SGF171836(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&g