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The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value.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Superseded Survey Control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Superseded values are not recommended for survey control.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 See file dsdata.txt to determine how the superseded data were derived.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></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 5.4 MI SE FROM SONORA. 5.4 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 INTERSECION OF FAIRFAX AVENUE, AT CONCRETE BRIDGE 102.93 OVER THE CANAL, IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE CURBING, 14 FEET EAST OF THE CENTER LINE OF THE AVENUE, AND ABOUT 1 FOOT HIGHER THAN THE AVENUE. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU0576103.21 RESET 1966http://www.geocaching.com/mark/details.asp?PID=GU0576103.21 RESET 1966GeocacheGeocache103.21 RESET 1966BORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>103.21 RESET 1966</h1> <b> PID </b> GU0576 <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 24. (N) 120 33 30. (W) SCALED <br> <b> NAVD 88 </b> 50.32 (+/-2cm) 165.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.37 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 672,010. </td><td> 1,861,070. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.638 (m) 162.85 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF176836(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: INLET <br>STAMPING: 103.21 <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 4.6 MI NW FROM SONORA. 0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE AT SONORA, THENCE 4.4 MILES NORTHWEST ALONG A ROAD ON THE SOUTHWEST LEVEE OF DELTA-MENDOTA CANAL, 5.7 MILES SOUTHEAST OF ORO LOMA, 0.3 MILE EAST OF THE CROSSING OF FAIRFAX AVENUE AND BRIDGE 102.93 OVER THE CANAL, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL OF INLET STRUCTURE D.I. 103.21, 30 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. GU0575103.21 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0575103.21 USBRGeocacheGeocache103.21 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>103.21 USBR</h1> <b> PID </b> GU0575 <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 24. (N) 120 33 31. (W) SCALED <br> <b> NAVD 88 </b> 50.12 (+/-2cm) 164.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.37 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 672,010. </td><td> 1,861,050. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.430 (m) 162.17 (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: 10SGF176836(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 4.6 MI NW FROM SONORA. 0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE AT SONORA, THENCE 4.4 MILES NORTHWEST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL, 5.7 MILES SOUTHEAST OF ORO LOMA, AT CONCRETE DRAIN INLET STRUCTURE 103.21, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL, 16 FEET (SLOPE MEASUREMENT) 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. GU0140103.40 L USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0140103.40 L USBRGeocacheGeocache103.40 L USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>103.40 L USBR</h1> <b> PID </b> GU0140 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHOUNET RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 44 32. (N) 120 39 01. (W) SCALED <br> <b> NAVD 88 </b> 103.78 (+/-2cm) 340.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.40 (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> 657,600. </td><td> 1,852,630. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.980 (m) 337.86 (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: 10SGF097688(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TURNOUT RETAINING WALL <br>STAMPING: 103.40 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>1969 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 16.6 MI SE FROM DOS AMIGOS PUMP PLANT. 16.65 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R12E T14S, SECTION 3, ALONG HE NORTHEAST LEVEE OF THE CANAL, IN THE TOP OF THE CONCRETE RETAINING WALL FOR A TURNOUT STRUCTURE, 16 FEET SOUTHWEST OF THE CENTER LINE OF THE LEVEE ROAD, 0.3 FOOT NORTHWEST OF THE SOUTHEAST END OF THE WALL, AND ABOUT LEVEL WITH THE ROAD. <p> <h2>STATION RECOVERY (1969) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 RECOVERED IN GOOD CONDITION. GU0141103.40 Rhttp://www.geocaching.com/mark/details.asp?PID=GU0141103.40 RGeocacheGeocache103.40 RBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>103.40 R</h1> <b> PID </b> GU0141 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHOUNET RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 44 31. (N) 120 39 04. (W) SCALED <br> <b> NAVD 88 </b> 103.659 (meters) 340.09 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.40 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 103.572 (meters) 339.80 (feet) COMP <br> <b> MODELED GRAV</b> 979,791.1 (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> 657,570. </td><td> 1,852,550. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.830 (m) 337.37 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF097688(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 103.40 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 16.6 MI SE FROM DOS AMIGOS PUMP PLANT. 16.65 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R12E T14S, SECTION 3, IN THE TOP OF A CONCRETE RETAINING WALL FOR A TURNOUT STRUCTURE, 13 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD. 0.3 FOOT SOUTHEAST OF THE NORTHWEST END OF THE WALL, 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. GU0138104.18 Rhttp://www.geocaching.com/mark/details.asp?PID=GU0138104.18 RGeocacheGeocache104.18 RBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>104.18 R</h1> <b> PID </b> GU0138 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHOUNET RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 44 08. (N) 120 38 27. (W) SCALED <br> <b> NAVD 88 </b> 103.530 (meters) 339.66 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.41 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 103.443 (meters) 339.38 (feet) COMP <br> <b> MODELED GRAV</b> 979,791.3 (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> 656,850. </td><td> 1,853,460. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.649 (m) 336.77 (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: 10SGF106681(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: 104.18 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 17.4 MI SE FROM DOS AMIGOS PUMP PLANT. 17.45 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R12E T14S, SECTION 2, IN THE TOP OF A CONCRETE RETAINING WALL FOR A TURNOUT STRUCTURE, 16 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.5 FOOT EAST OF THE WEST END OF THE WALL, AND ABOUT 1 FOOT HIGHER 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. GU0574104.19 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0574104.19 USBRGeocacheGeocache104.19 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>104.19 USBR</h1> <b> PID </b> GU0574 <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 24. (N) 120 32 29. (W) SCALED <br> <b> NAVD 88 </b> 49.94 (+/-2cm) 163.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.35 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 671,990. </td><td> 1,862,580. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.248 (m) 161.57 (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: 10SGF191836(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 3.6 MI NW FROM SONORA. 0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 3.4 MILES NORTHWEST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL, AT CONCRETE DRAIN INLET STRUCTURE 104.19, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL, 19 FEET (SLOPE MEASURMENT) SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 7 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU0137104.20 Rhttp://www.geocaching.com/mark/details.asp?PID=GU0137104.20 RGeocacheGeocache104.20 RBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>104.20 R</h1> <b> PID </b> GU0137 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHOUNET RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 44 11. (N) 120 38 18. (W) SCALED <br> <b> NAVD 88 </b> 103.44 (+/-2cm) 339.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.41 (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> 656,930. </td><td> 1,853,680. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.645 (m) 336.76 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF108682(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: 104.20 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 17.4 MI SE FROM DOS AMIGOS PUMP PLANT. 17.45 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R12E T14S, SECTION 2, IN THE TOP OF A CONCRETE RETAINING WALL FOR A TURNOUT STRUCTURE, 112 FEET EAST OF BENCH MARK 104.18 (USBR), 16 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.5 FOOT EAST OF THE WEST END OF THE WALL, 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. GU0573104.37 RESET 1966http://www.geocaching.com/mark/details.asp?PID=GU0573104.37 RESET 1966GeocacheGeocache104.37 RESET 1966BORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>104.37 RESET 1966</h1> <b> PID </b> GU0573 <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 23. (N) 120 32 17. (W) SCALED <br> <b> NAVD 88 </b> 50.12 (+/-2cm) 164.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.35 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 671,950. </td><td> 1,862,880. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.428 (m) 162.16 (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: 10SGF194836(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: CONCRETE INLET <br>STAMPING: 104.37 <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 3.4 MI NW FROM SONORA. 0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE AT SONORA, THENCE 3.2 MILES NORTHWEST ALONG A ROAD ON THE SOUTHWEST LEVEE OF DELTA-MENDOTA CANAL, 0.15 MILE EAST OF BRIDGE 104.22 OVER THE CANAL, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL OF CONCRETE INLET STRUCTURE D.I. 104.37, 28 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. GU0572104.37 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0572104.37 USBRGeocacheGeocache104.37 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>104.37 USBR</h1> <b> PID </b> GU0572 <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 23. (N) 120 32 17. (W) SCALED <br> <b> NAVD 88 </b> 49.88 (+/-2cm) 163.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.35 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 671,950. </td><td> 1,862,880. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.188 (m) 161.38 (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: 10SGF194836(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 3.4 MI NW FROM SONORA. 0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 3.2 MILES NORTHWEST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL, AT CONCRETE DRAIN INLET STRUCTURE 104.37, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL, 18 1/2 FEET (SLOPE MEASURMENT) 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. GU0570104.87 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0570104.87 USBRGeocacheGeocache104.87 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>104.87 USBR</h1> <b> PID </b> GU0570 <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 16. (N) 120 31 49. (W) SCALED <br> <b> NAVD 88 </b> 50.10 (+/-2cm) 164.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.34 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 671,720. </td><td> 1,863,570. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.409 (m) 162.10 (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: 10SGF201834(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 2.9 MI NW FROM SONORA. 0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 2.7 MILES NORTHWEST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL, AT CONCRETE DRAIN INLET STRUCTURE 104.87, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL, 16 1/2 FEET (SLOPE MEASUREMENT) SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. GU0571104.87 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0571104.87 USBRGeocacheGeocache104.87 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>104.87 USBR</h1> <b> PID </b> GU0571 <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 16. (N) 120 31 48. (W) SCALED <br> <b> NAVD 88 </b> 50.05 (+/-2cm) 164.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.34 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 671,720. </td><td> 1,863,600. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.36 (m) 161.9 (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: 10SGF201834(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: INLET <br>STAMPING: D I 104.87 <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 2.9 MI NW FROM SONORA. 0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE AT SONORA, THENCE 2.7 MILES NORTHWEST ALONG A ROAD ON THE SOUTHWEST LEVEE OF DELTA-MENDOTA CANAL, 0.1 MILE EAST OF BRIDGE 104.75 OVER THE CANAL, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL OF INLET STRUCTURE D.I. 104.87, 36 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 7 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU0569105.03 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0569105.03 USBRGeocacheGeocache105.03 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>105.03 USBR</h1> <b> PID </b> GU0569 <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 12. (N) 120 31 37. (W) SCALED <br> <b> NAVD 88 </b> 50.65 (+/-2cm) 166.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.34 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 671,590. </td><td> 1,863,870. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.96 (m) 163.9 (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: 10SGF204833(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE CURBING <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 2.7 MI NW FROM SONORA. 0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 2.5 MILES NORTHWEST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL, AT THE INTERSECTION OF A GRADED COUNTY ROAD, AT CONCRETE BRIDGE 105.03 OVER THE CANAL, IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE CURBING, 15 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU0082105.22 L USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0082105.22 L USBRGeocacheGeocache105.22 L USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>105.22 L USBR</h1> <b> PID </b> GU0082 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 44 03. (N) 120 37 08. (W) SCALED <br> <b> NAVD 88 </b> 103.38 (+/-2cm) 339.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.44 (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> 656,660. </td><td> 1,855,420. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.588 (m) 336.57 (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: 10SGF126680(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TURNOUT RETAINING WALL <br>STAMPING: 105.22 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 18.5 MI SE FROM DOS AMIGOS PUMP PLANT. 18.5 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R12E T14S, SECTION 12, IN THE TOP OF A CONCRETE RETAINING WALL FOR A TURNOUT STRUCTURE, 14 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.3 FOOT WEST OF THE EAST 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. GU0081105.23 Rhttp://www.geocaching.com/mark/details.asp?PID=GU0081105.23 RGeocacheGeocache105.23 RBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>105.23 R</h1> <b> PID </b> GU0081 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 44 03. (N) 120 37 07. (W) SCALED <br> <b> NAVD 88 </b> 103.11 (+/-2cm) 338.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.44 (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> 656,660. </td><td> 1,855,440. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.322 (m) 335.70 (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: 10SGF126680(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TURNOUT RETAINING WALL <br>STAMPING: 105.23 R <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>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19891128</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 18.5 MI SE FROM DOS AMIGOS PUMP PLANT. 18.5 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R12E T14S, SECTION 12, IN THE TOP OF THE WEST END OF A CONCRETE RETAINING WALL FOR A TURNOUT STRUCTURE, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.3 FOOT EAST OF THE WEST END OF THE STRUCTURE, 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 THERE IS A NEW STRUCTURE AT THIS LOCATION. GU0567105.36 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0567105.36 USBRGeocacheGeocache105.36 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>105.36 USBR</h1> <b> PID </b> GU0567 <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 08. (N) 120 31 19. (W) SCALED <br> <b> NAVD 88 </b> 49.42 (+/-2cm) 162.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.34 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 671,460. </td><td> 1,864,310. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 48.73 (m) 159.9 (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: 10SGF208831(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 2.4 MI NW FROM SONORA. 6.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 2.2 MILES NORTHWEST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL, AT CONCRETE DRAIN INLET STRUCTURE 105.36, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL, 16 1/2 FEET (SLOPE MEASUREMENT) SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU0566105.56 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0566105.56 USBRGeocacheGeocache105.56 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>105.56 USBR</h1> <b> PID </b> GU0566 <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 02. (N) 120 31 04. (W) SCALED <br> <b> NAVD 88 </b> 50.07 (+/-2cm) 164.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.33 (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> 671,270. </td><td> 1,864,680. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.379 (m) 162.00 (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: 10SGF212830(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 2.2 MI NW FROM SONORA. 0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 2.0 MILES NORTHWEST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL, AT CONCRETE DRAIN INLET STRUCTURE 105.56, IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 18 1/2 FEET (SLOPE MEASURMENT) SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 5 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. GU0563105.60 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0563105.60 USBRGeocacheGeocache105.60 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>105.60 USBR</h1> <b> PID </b> GU0563 <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 03. (N) 120 31 04. (W) SCALED <br> <b> NAVD 88 </b> 49.65 (+/-2cm) 162.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.33 (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> 671,300. </td><td> 1,864,680. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 48.96 (m) 160.6 (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: 10SGF212830(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: DRAIN INLET <br>STAMPING: MP 105.60 <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 2.2 MI NW FROM SONORA. 0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 2.0 MILES NORTHWEST ALONG A ROAD ON THE SOUTHWEST BANK OF DELTA-MENDOTA CANAL, IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL OF A CONCRETE DRAIN STRUCTURE INLET 105.60, 17 FEET SOUTHWEST 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. HR277610612http://www.geocaching.com/mark/details.asp?PID=HR277610612GeocacheGeocache10612CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>10612</h1> <b> PID </b> HR2776 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> DOGTOOTH PEAK (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 08 28.52553(N) 119 03 38.86036(W) ADJUSTED <br> <b> NAVD 88 </b> 3238. (meters) 10623. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 12.95 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.65 (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> 700,616.084 1</td><td>994,598.705</td><td> MT </td><td>0.99998114</td><td> -0 ' 02 10.6"</td></tr><tr><td>SPC CA 4 </td><td>2,298,604.60 6</td><td>543,945.92 </td><td> sFT </td><td>0.99998114</td><td> -0 ' 02 10.6"</td></tr><tr><td>UTM 11 </td><td>4,112,530.580 </td><td>316,967.566</td><td> MT </td><td>1.00001270</td><td> -1 ' 14 40.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99949622 x 0.99998114 = 0.99947737 <br> <b>UTM 11 </b> 0.99949622 x 1.00001270 = 0.99950891 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 08 28.53822(N) 119 03 38.85183(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 37 08 28.74100(N) 119 03 35.43950(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: 11SLB1696812531(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 STATIONS SISTERS. GU0564106.12 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0564106.12 USBRGeocacheGeocache106.12 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>106.12 USBR</h1> <b> PID </b> GU0564 <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 51 41. (N) 120 30 41. (W) SCALED <br> <b> NAVD 88 </b> 50.05 (+/-2cm) 164.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.33 (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> 670,620. </td><td> 1,865,240. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.361 (m) 161.95 (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: 10SGF218823(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>1963 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 1.6 MI NW FROM SONORA. 0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 1.4 MILES NORTHWEST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL, AT CONCRETE DRAIN INLET STRUCTURE 106.12, IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 17 FEET (SLOPE MEASUREMENT) SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 6 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 MARK NOT FOUND. GU0077106.35 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0077106.35 LGeocacheGeocache106.35 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>106.35 L</h1> <b> PID </b> GU0077 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 43 36. (N) 120 36 07. (W) SCALED <br> <b> NAVD 88 </b> 103.81 (+/-2cm) 340.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.46 (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> 655,800. </td><td> 1,856,910. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 103.025 (m) 338.01 (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: 10SGF141672(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: WINGWALL <br>STAMPING: 106.35 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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - November 29, 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>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19891129</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 19.6 MI SE FROM DOS AMIGOS PUMP PLANT. 19.6 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R12E T14S, SECTION 12, IN THE TOP OF A CONCRETE RETAINING WALL FOR A TURNOUT STRUCTURE, 114 FEET WEST OF A CONCRETE RETAINING WALL FOR A TURNOUT STRUCTURE, 114 FEET WEST OF THE CENTER LINE OF BRANNON AVENUE, 16 FEET SOUTH OF THE NORTHEAST LEVEE ROAD (CENTER LINE), ABOUT 200 FEET SOUTHEAST OF BENCH MARK 12 HI (USGS) AND A USGS RECORDING STATION, 0.3 FOOT WEST OF THE EAST END OF THE WALL, AND ABOUT 2 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1971) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. GU0076106.38 Rhttp://www.geocaching.com/mark/details.asp?PID=GU0076106.38 RGeocacheGeocache106.38 RBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>106.38 R</h1> <b> PID </b> GU0076 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 43 37. (N) 120 36 14. (W) SCALED <br> <b> NAVD 88 </b> 104.580 (meters) 343.11 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.46 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 104.492 (meters) 342.82 (feet) COMP <br> <b> MODELED GRAV</b> 979,792.3 (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> 655,830. </td><td> 1,856,740. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 103.836 (m) 340.67 (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: 10SGF139672(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: WINGWALL <br>STAMPING: 106.38 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 - March 16, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>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>19890316</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 19.6 MI SE FROM DOS AMIGOS PUMP PLANT. 19.65 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R12E T14S, SECTION 12, AT THE CROSSING OF BRANNON AVENUE, IN THE TOP OF THE SOUTHWEST CONCRETE WING WALL OF BRANNON AVENUE BRIDGE OVER THE CANAL, 14 FEET WEST OF THE CENTER LINE OF THE AVENUE, 3.2 FEET 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 (1989) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 RECOVERED IN GOOD CONDITION. HR275410643http://www.geocaching.com/mark/details.asp?PID=HR275410643GeocacheGeocache10643CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>10643</h1> <b> PID </b> HR2754 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> MT GIVENS (1982) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 37 16 44.01461(N) 119 03 19.19189(W) ADJUSTED <br> <b> NAVD 88 </b> 3246. (meters) 10650. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 11.20 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.23 (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> 715,890.725 1</td><td>995,092.907</td><td> MT </td><td>1.00000562</td><td> -0 ' 01 58.8"</td></tr><tr><td>SPC CA 4 </td><td>2,348,718.15 6</td><td>545,567.31 </td><td> sFT </td><td>1.00000562</td><td> -0 ' 01 58.8"</td></tr><tr><td>UTM 11 </td><td>4,127,791.648 </td><td>317,784.304</td><td> MT </td><td>1.00000901</td><td> -1 ' 14 42.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 4 </b> 0.99949490 x 1.00000562 = 0.99950052 <br> <b>UTM 11 </b> 0.99949490 x 1.00000901 = 0.99950391 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 37 16 44.02425(N) 119 03 19.18101(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 37 16 44.21988(N) 119 03 15.76377(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: 11SLB1778427792(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 GIVEN GU0705107.24 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0705107.24 USBRGeocacheGeocache107.24 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>107.24 USBR</h1> <b> PID </b> GU0705 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> FIREBAUGH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 51 03. (N) 120 29 33. (W) SCALED <br> <b> NAVD 88 </b> 49.38 (+/-2cm) 162.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.33 (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> 669,420. </td><td> 1,866,900. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 48.682 (m) 159.72 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF235812(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: CANAL <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 0.4 MI NW FROM SONORA. 0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 0.2 MILE NORTHWEST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL, AT CONCRETE DRAIN INLET STRUCTURE 107.24, IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 23 FEET (SLOPE MEASUREMENT) SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 6 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. GU0704107.42 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0704107.42 USBRGeocacheGeocache107.42 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>107.42 USBR</h1> <b> PID </b> GU0704 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> FIREBAUGH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 51 03. (N) 120 29 33. (W) SCALED <br> <b> NAVD 88 </b> 50.36 (+/-2cm) 165.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.33 (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> 669,420. </td><td> 1,866,900. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.664 (m) 162.94 (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: 10SGF235812(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CURBING <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 0.2 MI W FROM SONORA. 0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, AT CONCRETE BRIDGE 107.42 OVER THE DELTA-MENDOTA CANAL, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE CURBING, 14 FEET NORTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT 1 FOOT HIGHER THAN THE AVENUE. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU17161076 USGShttp://www.geocaching.com/mark/details.asp?PID=GU17161076 USGSGeocacheGeocache1076 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1076 USGS</h1> <b> PID </b> GU1716 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CURRY MOUNTAIN (1969) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 05 52. (N) 120 28 02. (W) SCALED <br> <b> NAVD 88 </b> 328.66 (+/-2cm) 1078.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.13 (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> 585,830. </td><td> 1,867,880. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 327.656 (m) 1074.98 (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: 10SGE280977(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: 1075.188 B CAL 1908 <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>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1958 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1963 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>1985 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1958 8.8 MI W FROM COALINGA. 8.8 MILES WEST ALONG STATE HIGHWAY 198 FROM THE POST OFFICE AT COALINGA, FRESNO COUNTY, 136 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AT WALTHAM CREEK, 128 FEET WEST OF A POLE ON THE CREEK BANK NORTH OF THE HIGHWAY, AT THE NORTHEAST EDGE OF A SMALL CLUMP OF COTTONWOOD TREES, ABOUT 15 FEET LOWER THAN THE HIGHWAY, AND ABOUT 4 FEET HIGHER THAN THE CREEK BED. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 1075.188 B CAL 1908 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE GROUND. NOTE-- IT WAS REPORTED AT THE TIME OF THE LEVELING THAT THIS BENCH MARK HAS BEEN DISTURBED AND IS LEANING AT AN ANGLE OF 45 DEG TO THE NORTH. <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 MARK NOT FOUND. <p> <h2>STATION RECOVERY (1985) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 NOT RECOVERED. GU0703107.78 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0703107.78 USBRGeocacheGeocache107.78 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>107.78 USBR</h1> <b> PID </b> GU0703 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> FIREBAUGH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 50 48. (N) 120 29 19. (W) SCALED <br> <b> NAVD 88 </b> 49.74 (+/-2cm) 163.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.33 (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> 668,950. </td><td> 1,867,240. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.040 (m) 160.89 (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: 10SGF239808(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: DRAIN STRUCTURE <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>1968 </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 1968 0.6 MI S FROM SONORA. 0.2 MILE WEST ALONG NEES AVENUE FROM THE SONORA STORE, THENCE 0.35 MILE SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF DELTA-MENDOTA CANAL, IN R14E T12S, SECTION 31, IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL OF CONCRETE DRAIN STRUCTURE 107.78, 28 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 8 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. GU0702108.36 RESET 1966http://www.geocaching.com/mark/details.asp?PID=GU0702108.36 RESET 1966GeocacheGeocache108.36 RESET 1966BORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>108.36 RESET 1966</h1> <b> PID </b> GU0702 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> FIREBAUGH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 50 22. (N) 120 28 55. (W) SCALED <br> <b> NAVD 88 </b> 49.65 (+/-2cm) 162.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.33 (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> 668,140. </td><td> 1,867,830. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 48.946 (m) 160.58 (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: 10SGF245800(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: INLET STRUCTURE <br>STAMPING: 108.36 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1966 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1966 1.1 MI S FROM SONORA. 0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE AT SONORA, THENCE 0.9 MILE SOUTHEAST ALONG A ROAD ON THE SOUTHWEST LEVEE OF DELTA-MENDOTA CANAL, IN THE TOP OF THE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL OF INLET STRUCTURE D.I. 108.36, 34 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 10 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU0064108.39 L USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0064108.39 L USBRGeocacheGeocache108.39 L USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>108.39 L USBR</h1> <b> PID </b> GU0064 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 42 40. (N) 120 34 17. (W) SCALED <br> <b> NAVD 88 </b> 103.87 (+/-2cm) 340.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.48 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 654,030. </td><td> 1,859,620. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 103.078 (m) 338.18 (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: 10SGF169655(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TURNOUT RETAINING WALL <br>STAMPING: 108.39 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 21.6 MI SE FROM DOS AMIGOS PUMP PLANT. 21.65 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R13E T14S, SECTION 17, 0.2 MILE NORTHWEST OF CHECK DAM NO. 2, IN THE TOP OF A CONCRETE RETAINING WALL FOR A TURNOUT STRUCTURE, 20 FEET SOUTHWEST OF THE CENTER LINE OF A 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. GU0065108.46 Rhttp://www.geocaching.com/mark/details.asp?PID=GU0065108.46 RGeocacheGeocache108.46 RBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>108.46 R</h1> <b> PID </b> GU0065 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 42 38. (N) 120 34 20. (W) SCALED <br> <b> NAVD 88 </b> 103.48 (+/-2cm) 339.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.48 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 653,970. </td><td> 1,859,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.689 (m) 336.91 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF168655(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: 108.46 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 29, 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>19891129</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 21.8 MI SE FROM DOS AMIGOS PUMP PLANT. 21.75 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R13E T14S, SECTION 17, 0.1 MILE SOUTHEAST AND ACROSS THE CANAL FROM BENCH MARK 108.39L (USBR), 0.05 MILE NORTHWEST OF CHECK DAM NO. 2, IN THE TOP OF A CONCRETE RETAINING WALL FOR A TURNOUT STRUCTURE, 16 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 0.3 FOOT SOUTHEAST OF THE NORTHWEST END OF THE WALL, AND ABOUT 1 FOOT 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. GU0061108.54 Rhttp://www.geocaching.com/mark/details.asp?PID=GU0061108.54 RGeocacheGeocache108.54 RBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>108.54 R</h1> <b> PID </b> GU0061 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 42 36. (N) 120 34 17. (W) SCALED <br> <b> NAVD 88 </b> 103.534 (meters) 339.68 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.48 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 103.446 (meters) 339.39 (feet) COMP <br> <b> MODELED GRAV</b> 979,790.5 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>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> 653,910. </td><td> 1,859,610. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.686 (m) 336.90 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF169654(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE <br>SP_SET: ABUTMENT <br>STAMPING: 108.54 R <br>MARK LOGO: BOR <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - November 29, 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>19891129</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 21.8 MI SE FROM DOS AMIGOS PUMP PLANT. 21.75 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R13E, T14S, SECTION 17, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF CHECK DAM NO. 2, 75 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 63 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE FLOOR OF THE MOTOR DECK, 2.0 FEET SOUTHWEST OF A GUARDRAIL, 2.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE ABUTMENT, ABOUT LEVEL WITH THE ROAD, AND 7.0 FEET LOWER THAN THE FLOOR OF THE MOTOR DECK. <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. GU0060108.65 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0060108.65 LGeocacheGeocache108.65 LBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>108.65 L</h1> <b> PID </b> GU0060 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 42 35. (N) 120 34 09. (W) SCALED <br> <b> NAVD 88 </b> 103.35 (+/-2cm) 339.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.48 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 653,870. </td><td> 1,859,810. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.562 (m) 336.49 (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: 10SGF171654(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE FOUNDATION <br>STAMPING: 108.65 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>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19891129</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 21.8 MI SE FROM DOS AMIGOS PUMP PLANT. 21.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, 0.1 MILE SOUTHEAST OF CHECK DAM NO. 2, IN THE TOP OF THE CENTER AND ALONG THE NORTHEAST EDGE OF A 5- BY 5-FOOT CONCRETE FOUNDATION OF A RECORDER STATION, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 5.0 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE LINING OF THE AQUEDUCT, AND 3.0 FEET LOWER THAN THE TOP OF THE CONCRETE LINING OF THE AQUEDUCT. <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 MARK NOT FOUND. GU0057108.74 Rhttp://www.geocaching.com/mark/details.asp?PID=GU0057108.74 RGeocacheGeocache108.74 RBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>108.74 R</h1> <b> PID </b> GU0057 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 42 32. (N) 120 34 07. (W) SCALED <br> <b> NAVD 88 </b> 104.242 (meters) 342.00 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.48 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 104.155 (meters) 341.72 (feet) COMP <br> <b> MODELED GRAV</b> 979,790.5 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>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> 653,780. </td><td> 1,859,860. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 103.388 (m) 339.20 (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: 10SGF171653(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 108.74 R <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 - March 16, 1989 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>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>19890316</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 22 MI SE FROM DOS AMIGOS PUMP PLANT. 21.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, AT THE CROSSING OF FAIRFAX AVENUE AND PANOCHE CREEK, IN THE TOP AND 1.0 FOOT NORTHEAST OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF PANOCHE CREEK SIPHON, ABOUT 35 YARDS NORTHEAST OF THE EXTENDED CENTER LINE OF THE SOUTHWEST LEVEE ROAD, 15 FEET NORTHWEST OF THE CENTER LINE OF AN ACCESS ROAD, AND ABOUT LEVEL WITH THE ROADS. <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. GU0059108.84 Rhttp://www.geocaching.com/mark/details.asp?PID=GU0059108.84 RGeocacheGeocache108.84 RBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>108.84 R</h1> <b> PID </b> GU0059 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 42 30. (N) 120 34 01. (W) SCALED <br> <b> NAVD 88 </b> 103.937 (meters) 341.00 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.49 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 103.850 (meters) 340.71 (feet) COMP <br> <b> MODELED GRAV</b> 979,790.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <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> 653,710. </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) 103.090 (m) 338.22 (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: 10SGF173652(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 108.84 R <br>MARK LOGO: BOR <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - November 29, 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>19891129</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 22.1 MI SE FROM DOS AMIGOS PUMP PLANT. 22.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN THE TOP AND 1.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE HEAD WALL OF PANOCHE CREEK SIPHON, ABOUT 20 YARDS NORTHEAST OF THE EXTENDED CENTER LINE OF THE SOUTHWEST LEVEE ROAD, 14 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHEAST ACCESS ROAD, AND ABOUT LEVEL WITH THE ROADS. <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. GU0056109.01 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0056109.01 LGeocacheGeocache109.01 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>109.01 L</h1> <b> PID </b> GU0056 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 42 22. (N) 120 33 52. (W) SCALED <br> <b> NAVD 88 </b> 103.49 (+/-2cm) 339.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.49 (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> 653,460. </td><td> 1,860,230. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.701 (m) 336.94 (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: 10SGF175650(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES <br>SP_SET: FOUNDATION <br>STAMPING: 109.01 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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - November 29, 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>19891129</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 22.3 MI SE FROM DOS AMIGOS PUMP PLANT. 22.3 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN THE TOP OF THE CENTER AND ALONG THE NORTHEAST EDGE OF THE CONCRETE FOUNDATION OF A RECORDER STATION, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 5.0 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE LINING OF THE AQUEDUCT, AND ABOUT 3 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. GU0700109.12 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0700109.12 USBRGeocacheGeocache109.12 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>109.12 USBR</h1> <b> PID </b> GU0700 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> FIREBAUGH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 49 53. (N) 120 28 26. (W) SCALED <br> <b> NAVD 88 </b> 49.68 (+/-2cm) 163.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.33 (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> 667,240. </td><td> 1,868,530. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 48.980 (m) 160.70 (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: 10SGF252791(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>1963 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 1.9 MI S FROM SONORA. 0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 1.7 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL, AT CONCRETE DRAIN INLET STRUCTURE 109.12, 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 7 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963 MARK NOT FOUND. GU0699109.45 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0699109.45 USBRGeocacheGeocache109.45 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>109.45 USBR</h1> <b> PID </b> GU0699 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> FIREBAUGH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 49 40. (N) 120 28 09. (W) SCALED <br> <b> NAVD 88 </b> 49.34 (+/-2cm) 161.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.33 (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> 666,830. </td><td> 1,868,950. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 48.639 (m) 159.58 (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: 10SGF257787(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: RETAINING WALL <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>1968 </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 1968 2.2 MI SE FROM SONORA. 0.2 MILE WEST ALONG NEES AVENUE FROM THE SONORA STORE, THENCE 2.05 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL, IN THE TOP OF AND 0.6 FOOT SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE RETAINING WALL OF STEEL GRATES FOR A PUMP LIFT STATION NO. 109.45, 57 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, AND ABOUT 8 FEET LOWER THAN THE ROAD. IN R14E T13S, SECTION 5. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GT15301101http://www.geocaching.com/mark/details.asp?PID=GT15301101GeocacheGeocache1101CA-019Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1101</h1> <b> PID </b> GT1530 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> KEARNEY PARK (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 41 31. (N) 119 58 14. (W) SCALED <br> <b> NAVD 88 </b> 71.64 (+/-2cm) 235.0 (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 4 </td><td> 651,190. </td><td> 1,913,270. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 70.866 (m) 232.50 (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: 11SKA345648(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: 1101 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CA-019</td></tr><tr><td>1959 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 8.8 MI SE FROM KERMAN. 5.35 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT KERMAN, THENCE 3.5 MILES SOUTH ALONG DICKENSON AVENUE, AT THE INTERSECTION OF NORTH AVENUE, 24 1/2 FEET EAST OF THE CENTER LINE OF DICKENSON AVENUE, 221 FEET NORTH OF THE CENTER LINE OF NORTH AVENUE, 5 1/2 FEET SOUTH OF A POWER POLE WITH A GUY WIRE, 0.6 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. GU0692110.12 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0692110.12 USBRGeocacheGeocache110.12 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>110.12 USBR</h1> <b> PID </b> GU0692 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> FIREBAUGH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 49 31. (N) 120 27 28. (W) SCALED <br> <b> NAVD 88 </b> 49.91 (+/-2cm) 163.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.32 (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> 666,540. </td><td> 1,869,960. </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: 10SGF267785(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CURB <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>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 2.9 MI SE FROM SONORA. 0.2 MILE WEST ALONG NEES AVENUE FROM SONORA STORE, THENCE 2.7 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL AT THE INTERSECTION OF WASHOE AVENUE, AT CONCRETE BRIDGE 110.12 OVER THE CANAL, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE CURBING, 15 1/2 FEET WEST OF THE CENTER LINE OF THE AVENUE, AND ABOUT 1 FOOT HIGHER THAN THE AVENUE. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GT15291102http://www.geocaching.com/mark/details.asp?PID=GT15291102GeocacheGeocache1102CA-019Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1102</h1> <b> PID </b> GT1529 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> KEARNEY PARK (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 41 08. (N) 119 58 12. (W) SCALED <br> <b> NAVD 88 </b> 71.05 (+/-2cm) 233.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.67 (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> 650,480. </td><td> 1,913,310. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 70.272 (m) 230.55 (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: 11SKA346641(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: 1102 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CA-019</td></tr><tr><td>1959 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 9.4 MI SE FROM KERMAN. 5.35 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT KERMAN, THENCE 4.05 MILES SOUTH ALONG DICKENSON AVENUE, AT THE INTERSECTION OF MUSCAT AVENUE, 28 1/2 FEET EAST OF THE CENTER LINE OF DICKENSON AVENUE, 112 FEET SOUTH OF THE CENTER LINE OF MUSCAT AVENUE, 2 1/2 FEET NORTHEAST OF A POWER POLE, 0.5 FOOT WEST OF A WITNESS POST, ABOUT 1/2 FOOT HIGHER THAN THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. GU0691110.27 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0691110.27 USBRGeocacheGeocache110.27 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>110.27 USBR</h1> <b> PID </b> GU0691 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> FIREBAUGH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 49 30. (N) 120 27 16. (W) SCALED <br> <b> NAVD 88 </b> 49.55 (+/-2cm) 162.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.31 (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> 666,500. </td><td> 1,870,250. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 48.838 (m) 160.23 (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: 10SGF270784(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 2.8 MI S FROM FIREBAUGH. 2.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT FIREBAUGH, THENCE 0.7 MILE WEST ALONG A GRADED ROAD ALONG THE SOUTH BANK OF THE DELTA-MENDOTA CANAL, 3.1 MILES SOUTHEAST OF SONORA, AT CONCRETE DRAIN INLET STRUCTURE 110.27, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL, 23 1/2 FEET (SLOPE MEASUREMENT) SOUTH OF THE CENTER LINE OF THE ROAD, AND ABOUT 4 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU0049110.52 L USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0049110.52 L USBRGeocacheGeocache110.52 L USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>110.52 L USBR</h1> <b> PID </b> GU0049 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 41 27. (N) 120 32 48. (W) SCALED <br> <b> NAVD 88 </b> 103.63 (+/-2cm) 340.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.50 (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> 651,740. </td><td> 1,861,790. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.839 (m) 337.40 (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: 10SGF191633(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: GRATE DECK <br>STAMPING: 110.52 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>1969 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 23.8 MI SE FROM DOS AMIGOS PUMP PLANT. 23.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN THE TOP OF THE CENTER OF A GRATE DECK FOR A TURNOUT STRUCTURE, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 2.0 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 3 1/2 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1969) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969 RECOVERED IN GOOD CONDITION. GU0666110.9 A USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0666110.9 A USBRGeocacheGeocache110.9 A USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>110.9 A USBR</h1> <b> PID </b> GU0666 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> FIREBAUGH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 49 46. (N) 120 26 38. (W) SCALED <br> <b> NAVD 88 </b> 49.92 (+/-2cm) 163.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.29 (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 4 </td><td> 666,980. </td><td> 1,871,200. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.212 (m) 161.46 (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: 10SGF279790(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: CONCRETE SIPHON <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 2.1 MI S FROM FIREBAUGH. 2.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT FIREBAUGH, AT THE CROSSING OF THE DELTA-MENDOTA CANAL, AT A LARGE CONCRETE SIPHON UNDER THE TRACK AND STATE HIGHWAY 33, IN THE TOP OF THE APPROXIMATE CENTER OF THE SOUTHWEST CONCRETE HEAD WALL, 88.6 FEET (SLOPE MEASUREMENT) SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 9 FEET HIGHER THAN THE TRACK, AND ABOUT LEVEL WITH A SERVICE ROAD. IN R14E T13S S4. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU0667110.9 B USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0667110.9 B USBRGeocacheGeocache110.9 B USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>110.9 B USBR</h1> <b> PID </b> GU0667 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> FIREBAUGH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 49 46. (N) 120 26 37. (W) SCALED <br> <b> NAVD 88 </b> 49.79 (+/-2cm) 163.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.29 (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 4 </td><td> 666,980. </td><td> 1,871,230. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.079 (m) 161.02 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF279790(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE SIPHON <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 2.1 MI S FROM FIREBAUGH. 2.1 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT FIREBAUGH, AT A LARGE CONCRETE SIPHON UNDER THE TRACK AND STATE HIGHWAY 33, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL, 124.8 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 8 FEET HIGHER THAN THE HIGHWAY, AND ABOUT LEVEL WITH A SERVICE ROAD. IN R14E T13S S4. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU0664111.51 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0664111.51 USBRGeocacheGeocache111.51 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>111.51 USBR</h1> <b> PID </b> GU0664 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> FIREBAUGH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 49 39. (N) 120 26 06. (W) SCALED <br> <b> NAVD 88 </b> 49.68 (+/-2cm) 163.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.28 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 666,750. </td><td> 1,871,990. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 48.973 (m) 160.67 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF287788(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CURBING <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 2.7 MI SE FROM FIREBAUGH. 2.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT FIREBAUGH, THENCE 0.6 MILE SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL, AT THE INTERSECTION OF A GRAVELED ROAD, AT CONCRETE BRIDGE 111.51 OVER THE CANAL, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE CURBING, 15 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU0043111.66 L USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0043111.66 L USBRGeocacheGeocache111.66 L USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>111.66 L USBR</h1> <b> PID </b> GU0043 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 40 28. (N) 120 32 18. (W) SCALED <br> <b> NAVD 88 </b> 103.16 (+/-2cm) 338.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.50 (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> 649,910. </td><td> 1,862,500. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.38 (m) 335.9 (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: 10SGF199615(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: AQUEDUCT LINING <br>STAMPING: SF 516 L 111.66 <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 25 MI SE FROM DOS AMIGOS PUMP PLANT. 24.95 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, 0.9 FOOT SOUTHWEST OF A WITNESS POST. GU0044111.91 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0044111.91 LGeocacheGeocache111.91 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>111.91 L</h1> <b> PID </b> GU0044 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 40 20. (N) 120 32 14. (W) SCALED <br> <b> NAVD 88 </b> 105.202 (meters) 345.15 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.50 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 105.113 (meters) 344.86 (feet) COMP <br> <b> MODELED GRAV</b> 979,785.2 (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> 649,670. </td><td> 1,862,600. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 104.446 (m) 342.67 (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: 10SGF200613(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. <br>SP_SET: CURB <br>STAMPING: 111.91 L <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 29, 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>19891129</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 25.2 MI SE FROM DOS AMIGOS PUMP PLANT. 25.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R13E T14S, SECTION 34, 2.9 MILES NORTHEAST ALONG PANOCHE ROAD FROM THE PANOCHE SUBSTATION, 0.2 MILE NORTHEAST OF BENCH MARK GWM 14 (USGS), IN THE TOP AND 1.5 FEET SOUTHWEST OF THE NORTHEAST END OF THE NORTHWEST CONCRETE CURB OF PANOCHE ROAD BRIDGE OVER THE AQUEDUCT, 17 FEET NORTHWEST OF THE CENTER LINE OF PANOCHE ROAD, 1.0 FOOT SOUTHEAST OF THE NORTHWEST GUARDRAIL, AND ABOUT 1/2 FOOT HIGHER 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. GU0039111.93 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0039111.93 LGeocacheGeocache111.93 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>111.93 L</h1> <b> PID </b> GU0039 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 40 19. (N) 120 32 13. (W) SCALED <br> <b> NAVD 88 </b> 103.11 (+/-2cm) 338.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.50 (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> 649,630. </td><td> 1,862,620. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.331 (m) 335.73 (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: 10SGF201613(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 111.93 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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - December 01, 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>19881201</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 25.2 MI SE FROM DOS AMIGOS PUMP PLANT. 25.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R13E T14S, SECTION 34, IN THE TOP OF THE CENTER OF A CONCRETE GRATE DECK FOR A TURNOUT STRUCTURE, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 2.5 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 3 1/2 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 (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU0662112.5 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0662112.5 USBRGeocacheGeocache112.5 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>112.5 USBR</h1> <b> PID </b> GU0662 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> FIREBAUGH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 49 02. (N) 120 25 19. (W) SCALED <br> <b> NAVD 88 </b> 48.68 (+/-2cm) 159.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.28 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 665,590. </td><td> 1,873,140. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 47.969 (m) 157.38 (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: 10SGF299776(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>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>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 3.7 MI SE FROM FIREBAUGH. 2.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT FIREBAUGH, THENCE 1.6 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL, 1.0 MILE SOUTHEAST OF THE INTERSECTION OF A GRAVELED ROAD, 15 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF THE CANAL, 1.3 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU0036112.53 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0036112.53 LGeocacheGeocache112.53 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>112.53 L</h1> <b> PID </b> GU0036 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 39 50. (N) 120 32 09. (W) SCALED <br> <b> NAVD 88 </b> 98.48 (+/-2cm) 323.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.50 (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> 648,740. </td><td> 1,862,710. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 97.706 (m) 320.56 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF202604(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 112.53 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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - December 01, 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>19881201</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 25.8 MI SE FROM DOS AMIGOS PUMP PLANT. 25.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R13E T14S, SECTION 34, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD WALL OF A 15-FOOT GRAVITY IRRIGATION CROSSING, 150 FEET EAST OF THE EAST EDGE OF THE CONCRETE LINING OF THE AQUEDUCT, 71 FEET EAST OF THE CENTER LINE OF A ROAD, ABOUT LEVEL WITH THE ROAD, AND ABOUT 12 FEET LOWER THAN THE NORTHEAST LEVEE ROAD. <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. GU0034113.00 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0034113.00 LGeocacheGeocache113.00 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>113.00 L</h1> <b> PID </b> GU0034 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 39 28. (N) 120 31 53. (W) SCALED <br> <b> NAVD 88 </b> 102.990 (meters) 337.89 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.50 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 102.902 (meters) 337.60 (feet) COMP <br> <b> MODELED GRAV</b> 979,782.9 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 648,050. </td><td> 1,863,090. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.277 (m) 335.55 (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: 10SGF206597(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 113.00 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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - December 01, 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>19881201</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 26.2 MI SE FROM DOS AMIGOS PUMP PLANT. 26.25 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN THE TOP OF THE CENTER OF THE CONCRETE GRATE DECK FOR A TURNOUT STRUCTURE, IN R13E T15S, SECTION 2, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 6.0 FEET SOUTHWEST OF A CONCRETE RETAINING WALL, 2.0 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 3 1/2 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 (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. NOTE--THE DISK IS STAMPED AS ABOVE. GU0652113.4 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0652113.4 USBRGeocacheGeocache113.4 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>113.4 USBR</h1> <b> PID </b> GU0652 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> FIREBAUGH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 48 28. (N) 120 24 24. (W) SCALED <br> <b> NAVD 88 </b> 49.08 (+/-2cm) 161.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.27 (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 4 </td><td> 664,530. </td><td> 1,874,490. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 48.366 (m) 158.68 (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: 10SGF313766(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>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>BOR</td></tr><tr><td>1955 </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 1955 4.7 MI SE FROM FIREBAUGH. 2.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT FIREBAUGH, THENCE 2.6 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL, 17 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTH OF THE SOUTH SIDE OF THE CANAL, ABOUT 1 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1965) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965 RECOVERED IN GOOD CONDITION. GU0031113.44 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0031113.44 LGeocacheGeocache113.44 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>113.44 L</h1> <b> PID </b> GU0031 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 39 07. (N) 120 31 35. (W) SCALED <br> <b> NAVD 88 </b> 99.02 (+/-2cm) 324.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.50 (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> 647,400. </td><td> 1,863,530. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 98.246 (m) 322.33 (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: 10SGF211591(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: CANAL LINING <br>STAMPING: 113.44 L <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 - December 01, 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>19881201</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 26.7 MI SE FROM DOS AMIGOS PUMP PLANT. 26.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R13E T15S, SECTION 2, IN THE TOP OF THE EAST CORNER OF A 3- BY 5-FOOT EXPOSED PORTION OF AN 18-INCH PRESSURE IRRIGATION CROSSING, 150 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 12 FEET LOWER THAN THE LEVEE ROAD. <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. GU0029113.77 Rhttp://www.geocaching.com/mark/details.asp?PID=GU0029113.77 RGeocacheGeocache113.77 RBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>113.77 R</h1> <b> PID </b> GU0029 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 38 47. (N) 120 31 22. (W) SCALED <br> <b> NAVD 88 </b> 102.39 (+/-2cm) 335.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.50 (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> 646,780. </td><td> 1,863,840. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 101.612 (m) 333.37 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF214585(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 113.77 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 - December 01, 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>19881201</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 27 MI SE FROM DOS AMIGOS PUMP PLANT. 27.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, 0.05 MILE NORTHWEST OF THE WEST END OF LINCOLN AVENUE BRIDGE OVER THE AQUEDUCT, IN THE TOP OF THE CENTER OF THE CONCRETE GRATE DECK FOR A TURNOUT STRUCTURE, 25 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, 2.0 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 3 1/2 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 (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU0030113.82 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0030113.82 LGeocacheGeocache113.82 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>113.82 L</h1> <b> PID </b> GU0030 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 38 51. (N) 120 31 25. (W) SCALED <br> <b> NAVD 88 </b> 104.503 (meters) 342.86 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.50 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 104.414 (meters) 342.56 (feet) COMP <br> <b> MODELED GRAV</b> 979,781.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <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> 646,900. </td><td> 1,863,770. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 103.727 (m) 340.31 (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: 10SGF213586(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. <br>SP_SET: CURB <br>STAMPING: 113.82 L <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 - December 01, 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>19881201</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 27.1 MI SE FROM DOS AMIGOS PUMP PLANT. 27.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R13E T15S, SECTION 2, IN THE TOP AND 0.5 FOOT WEST OF THE EAST END OF THE NORTH CONCRETE CURB OF LINCOLN AVENUE BRIDGE OVER THE AQUEDUCT, 15 FEET NORTH OF THE CENTER LINE OF THE AVENUE, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 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. GT15271139http://www.geocaching.com/mark/details.asp?PID=GT15271139GeocacheGeocache1139CA-019Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1139</h1> <b> PID </b> GT1527 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> KEARNEY PARK (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 40 40. (N) 119 58 13. (W) SCALED <br> <b> NAVD 88 </b> 70.31 (+/-2cm) 230.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.69 (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> 649,620. </td><td> 1,913,280. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 69.537 (m) 228.14 (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: 11SKA345632(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: 1139 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CA-019</td></tr><tr><td>1959 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 10 MI SE FROM KERMAN. 5.35 MILES EAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT KERMAN, THENCE 4.6 MILES SOUTH ALONG DICKENSON AVENUE, 10.35 MILES NORTHWEST OF RAISIN CITY, AT THE T JUNCTION OF CENTRAL AVENUE WEST, 28 FEET EAST OF THE CENTER LINE OF DICKENSON AVENUE, 137 FEET SOUTH OF THE EXTENDED CENTER LINE OF CENTRAL AVENUE, 6 FEET SOUTH OF THE FIRST POWER POLE SOUTH OF A POWER POLE SUPPORTING THREE TRANSFORMERS, 0.6 FOOT WEST OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. GT15261140http://www.geocaching.com/mark/details.asp?PID=GT15261140GeocacheGeocache1140CA-019Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1140</h1> <b> PID </b> GT1526 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> KEARNEY PARK (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 40 21. (N) 119 58 13. (W) SCALED <br> <b> NAVD 88 </b> 69.59 (+/-2cm) 228.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -32.70 (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> 649,030. </td><td> 1,913,270. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 68.815 (m) 225.77 (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: 11SKA345626(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: 1140 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CA-019</td></tr><tr><td>1959 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1959 9.8 MI NW FROM RAISIN CITY. 4.85 MILES WEST ALONG MANNING AVENUE FROM THE T JUNCTION OF ORMUS AVENUE AT RAISIN CITY, THENCE 3.05 MILES NORTH ALONG JAMESON AVENUE, THENCE 1.3 MILES NORTHEAST ALONG MC MULLIN GRADE, THENCE 0.65 MILE NORTH ALONG DICKENSON AVENUE, 30 FEET WEST OF THE CENTER LINE OF THE AVENUE, 125 FEET SOUTH OF THE CENTER LINE OF A DIRT DRIVEWAY LEADING WEST TO A GROUP OF STOCK PENS, 137 FEET NORTH OF A TELEPHONE POLE, 117 FEET SOUTH OF THE SOUTH END OF A GATE, 2.4 FEET EAST OF A FENCE, 0.6 FOOT EAST OF A WITNESS POST, ABOUT LEVEL WITH THE AVENUE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. GU0650114.3 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0650114.3 USBRGeocacheGeocache114.3 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>114.3 USBR</h1> <b> PID </b> GU0650 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> FIREBAUGH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 47 58. (N) 120 23 59. (W) SCALED <br> <b> NAVD 88 </b> 48.37 (+/-2cm) 158.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.28 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 663,590. </td><td> 1,875,090. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 47.65 (m) 156.3 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF319757(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>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>BOR</td></tr><tr><td>1955 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1972 </td><td>POOR </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1955 5.6 MI SE FROM FIREBAUGH. 2.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT FIREBAUGH, THENCE 3.5 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL, 25 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 14 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF THE CANAL, 0.8 FOOT WEST OF A WITNESS POST, ABOUT 2 1/2 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 MARK RECOVERED IN POOR CONDITION. GU0026114.64 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0026114.64 LGeocacheGeocache114.64 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>114.64 L</h1> <b> PID </b> GU0026 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 38 18. (N) 120 30 56. (W) SCALED <br> <b> NAVD 88 </b> 103.394 (meters) 339.22 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.50 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 103.306 (meters) 338.93 (feet) COMP <br> <b> MODELED GRAV</b> 979,780.1 (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> 645,870. </td><td> 1,864,480. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.552 (m) 336.46 (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: 10SGF221576(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 114.64 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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - December 01, 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>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881201</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 27.8 MI SE FROM DOS AMIGOS PUMP PLANT. 27.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, 0.1 MILE NORTHWEST OF THE JUNCTION OF NEWCOMB AVENUE, IN THE TOP AND 1.2 FEET SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF 12-INCH IRON PIPE OVERCHUTE 114.64 L, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE 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 (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU0025114.90 R USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0025114.90 R USBRGeocacheGeocache114.90 R USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>114.90 R USBR</h1> <b> PID </b> GU0025 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 38 06. (N) 120 30 41. (W) SCALED <br> <b> NAVD 88 </b> 102.61 (+/-2cm) 336.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.50 (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> 645,500. </td><td> 1,864,840. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 101.826 (m) 334.07 (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: 10SGF225572(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE TURNOUT STRUCTURE <br>STAMPING: 114.90 R <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 28.2 MI SE FROM DOS AMIGOS PUMP PLANT. 28.2 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN THE TOP OF THE CENTER OF A CONCRETE TURNOUT STRUCTURE, 33 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, 2.0 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE LINING OF THE AQUEDUCT, IN R13E T15S, SECTION 12. <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 RECOVERED IN GOOD CONDITION. GU1554115 N TWAOhttp://www.geocaching.com/mark/details.asp?PID=GU1554115 N TWAOGeocacheGeocache115 N TWAOTWOCOUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>115 N TWAO</h1> <b> PID </b> GU1554 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> LILLIS RANCH (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 28 27. (N) 120 23 33. (W) SCALED <br> <b> NAVD 88 </b> 136.01 (+/-2cm) 446.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.45 (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 4 </td><td> 627,490. </td><td> 1,875,210. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 135.12 (m) 443.3 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF336397(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: TWAO REF P 115 FT N 2 FT DEEP NW COR ON LINE <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>TWOCO</td></tr><tr><td>1963 </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 1963 19.8 MI S FROM MENDOTA. 19.8 MILES SOUTH ALONG STATE HIGHWAY 33 FROM THE JUNCTION OF BELMONT AVENUE AT MENDOTA, IN R 15 E, T 17 S, S 7, ALONG THE NORTH SIDE OF A FENCE ENCLOSING A TIDE WATER ASSOCIATED OIL COMPANY PUMPING PLANT, 104 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 102 FEET SOUTH OF THE CENTER LINE OF A DIRT ROAD, 70.7 FEET EAST OF BENCH MARK NW PROP.COR. R.P. (TWAO), 70 1/2 FEET EAST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, 2.8 FEET SOUTH OF A FENCE, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1966) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966 RECOVERED IN GOOD CONDITION. GU0024115.43 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0024115.43 LGeocacheGeocache115.43 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>115.43 L</h1> <b> PID </b> GU0024 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 37 48. (N) 120 30 19. (W) SCALED <br> <b> NAVD 88 </b> 102.191 (meters) 335.27 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.50 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 102.103 (meters) 334.98 (feet) COMP <br> <b> MODELED GRAV</b> 979,779.2 (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> 644,940. </td><td> 1,865,380. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 101.421 (m) 332.75 (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: 10SGF230567(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 115.43 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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - December 01, 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>19881201</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 28.7 MI SE FROM DOS AMIGOS PUMP PLANT. 28.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R13E T15S, SECTION 13, IN THE TOP OF THE CENTER OF A TURNOUT STRUCTURE, 33 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 2.0 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 3 1/2 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 (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU0647115.60 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0647115.60 USBRGeocacheGeocache115.60 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>115.60 USBR</h1> <b> PID </b> GU0647 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> FIREBAUGH (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 47 11. (N) 120 23 08. (W) SCALED <br> <b> NAVD 88 </b> 48.65 (+/-2cm) 159.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.28 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 662,130. </td><td> 1,876,340. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 47.928 (m) 157.24 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF332743(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: CONCRETE SIPHON <br>STAMPING: 115.58 <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>1968 </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 1968 6.8 MI SE FROM FIREBAUGH. 2.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT FIREBAUGH, THENCE 4.7 MILES SOUTHEAST ALONG A GRAVELED ROAD ALONG THE SOUTHWEST BANK OF THE DELTA-MENDOTA CANAL, 0.8 MILE WEST OF THE INTERSECTION OF BASS AVENUE, AT THE EAST END OF CONCRETE SIPHON 115.55-115.60, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD WALL, AND ABOUT LEVEL WITH THE ROAD. NOTE-- THIS MARK HAS RECENTLY BEEN STAMPED 115.58. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU0021115.83 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0021115.83 LGeocacheGeocache115.83 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>115.83 L</h1> <b> PID </b> GU0021 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 37 30. (N) 120 30 05. (W) SCALED <br> <b> NAVD 88 </b> 103.274 (meters) 338.82 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.50 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 103.185 (meters) 338.53 (feet) COMP <br> <b> MODELED GRAV</b> 979,778.7 (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> 644,380. </td><td> 1,865,720. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 102.517 (m) 336.34 (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: 10SGF234561(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 115.83 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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - December 01, 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>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881201</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 29.1 MI SE FROM DOS AMIGOS PUMP PLANT. 29.1 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN THE TOP AND 1.1 FEET SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF 12-INCH IRON PIPE OVERCHUTE 115.83, 15 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE 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 (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU1210116.4 USBRhttp://www.geocaching.com/mark/details.asp?PID=GU1210116.4 USBRGeocacheGeocache116.4 USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>116.4 USBR</h1> <b> PID </b> GU1210 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> MENDOTA DAM (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 46 51. (N) 120 22 21. (W) SCALED <br> <b> NAVD 88 </b> 49.34 (+/-2cm) 161.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.27 (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 4 </td><td> 661,490. </td><td> 1,877,490. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 48.610 (m) 159.48 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF344737(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CURB <br>STAMPING: 116.48 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1968 </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 1968 0.5 MI SE FROM MENDOTA DAM. 0.5 MILE SOUTHEAST ALONG A DIRT ROAD AND BASS AVENUE FROM THE SOUTHWEST END OF MENDOTA DAM, AT CONCRETE BRIDGE AND HEAD GATE 116.48 OVER THE DELTA-MENDOTA CANAL, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE CURB, 14 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE AVENUE, AND ABOUT 1 FOOT HIGHER THAN THE AVENUE. NOTE-- THIS MARK WAS STAMPED 116.48 AFTER THE 1965 RELEVELING. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 RECOVERED IN GOOD CONDITION. GU0942116.54 L USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0942116.54 L USBRGeocacheGeocache116.54 L USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>116.54 L USBR</h1> <b> PID </b> GU0942 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> LEVIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 36 55. (N) 120 29 37. (W) SCALED <br> <b> NAVD 88 </b> 97.62 (+/-2cm) 320.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.50 (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> 643,290. </td><td> 1,866,400. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 96.822 (m) 317.66 (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: 10SGF241551(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: IRRIGATION HEADWALL <br>STAMPING: 116.54 L <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>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 29.8 MI SE FROM DOS AMIGOS PUMP PLANT. 29.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 19, 0.9 MILE NORTHWEST OF THE CROSSING OF MANNING AVENUE, IN THE TOP OF THE CENTER OF THE NORTHEAST CONCRETE HEAD WALL OF A 24-INCH GRAVITY IRRIGATION CROSSING, ABOUT 200 FEET NORTHEAST OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 42 FEET NORTHEAST OF THE CENTER LINE OF DOUGLAS AVENUE, ABOUT 2 FEET ABOVE THE GROUND AND ABOUT LEVEL WITH THE AVENUE. <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 RECOVERED IN GOOD CONDITION. GU0941116.68 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0941116.68 LGeocacheGeocache116.68 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>116.68 L</h1> <b> PID </b> GU0941 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> LEVIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 36 47. (N) 120 29 36. (W) SCALED <br> <b> NAVD 88 </b> 102.031 (meters) 334.75 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.50 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 101.944 (meters) 334.46 (feet) COMP <br> <b> MODELED GRAV</b> 979,777.9 (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 4 </td><td> 643,040. </td><td> 1,866,420. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 101.332 (m) 332.45 (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: 10SGF241548(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: CANAL LINING <br>STAMPING: 116.68 L SF 505 <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 - December 01, 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>1969 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881201</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 30 MI SE FROM DOS AMIGOS PUMP PLANT. 29.95 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 19, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 85.0 FEET NORTHWEST OF A STEEL LADDER, 0.5 FOOT SOUTHWEST OF A WITNESS POST. <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. GU0939117.42 Rhttp://www.geocaching.com/mark/details.asp?PID=GU0939117.42 RGeocacheGeocache117.42 RBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>117.42 R</h1> <b> PID </b> GU0939 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> LEVIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 36 15. (N) 120 29 27. (W) SCALED <br> <b> NAVD 88 </b> 101.82 (+/-2cm) 334.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.49 (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> 642,050. </td><td> 1,866,630. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 101.018 (m) 331.42 (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: 10SGF244538(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 117.42 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 - December 01, 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>19881201</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 30.7 MI SE FROM DOS AMIGOS PUMP PLANT. 30.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, 0.05 MILE NORTHWEST OF THE WEST END OF MANNING AVENUE BRIDGE OVER THE AQUEDUCT, IN THE TOP OF THE CENTER OF A CONCRETE TURNOUT STRUCTURE, 25 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, 2.0 FEET SOUTHWEST OF THE NORTHEAST EDGE OF THE CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 3 1/2 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 (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU0938117.44 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0938117.44 LGeocacheGeocache117.44 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>117.44 L</h1> <b> PID </b> GU0938 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> LEVIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 36 13. (N) 120 29 21. (W) SCALED <br> <b> NAVD 88 </b> 101.72 (+/-2cm) 333.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.49 (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> 641,990. </td><td> 1,866,780. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 100.914 (m) 331.08 (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: 10SGF245538(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: CANAL LINING <br>STAMPING: 117.44 L SF 503 <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 - December 01, 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>1969 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881201</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 30.8 MI SE FROM DOS AMIGOS PUMP PLANT. 30.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 19, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 137.5 FEET NORTH OF BENCH MARK 117.47 L (USBR) WHICH IS IN MANNING AVENUE BRIDGE, 0.8 FOOT NORTHWEST OF A WITNESS POST. <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. GU0937117.47 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0937117.47 LGeocacheGeocache117.47 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>117.47 L</h1> <b> PID </b> GU0937 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> LEVIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 36 14. (N) 120 29 21. (W) SCALED <br> <b> NAVD 88 </b> 104.079 (meters) 341.47 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.49 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 103.990 (meters) 341.17 (feet) COMP <br> <b> MODELED GRAV</b> 979,777.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <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> 642,020. </td><td> 1,866,780. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 103.254 (m) 338.76 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF245538(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. <br>SP_SET: CURB <br>STAMPING: 117.47 L <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 - December 01, 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>19881201</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 30.8 MI SE FROM DOS AMIGOS PUMP PLANT. 30.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 19, IN THE TOP AND 1.0 FOOT WEST OF THE EAST END OF THE NORTH CONCRETE CURB OF MANNING AVENUE BRIDGE OVER THE AQUEDUCT, 14 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. GU0936117.51 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0936117.51 LGeocacheGeocache117.51 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>117.51 L</h1> <b> PID </b> GU0936 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> LEVIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 36 07. (N) 120 29 18. (W) SCALED <br> <b> NAVD 88 </b> 102.11 (+/-2cm) 335.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.49 (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> 641,800. </td><td> 1,866,850. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 101.304 (m) 332.36 (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: 10SGF246536(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 117.51 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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - December 01, 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>19881201</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 30.8 MI SE FROM DOS AMIGOS PUMP PLANT. 30.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 30, IN THE TOP OF THE CENTER OF A CONCRETE TURNOUT STRUCTURE, 30 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 2.0 FEET NORTHEAST OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 3 1/2 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 (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU0934118.44 Rhttp://www.geocaching.com/mark/details.asp?PID=GU0934118.44 RGeocacheGeocache118.44 RBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>118.44 R</h1> <b> PID </b> GU0934 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> LEVIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 35 23. (N) 120 29 13. (W) SCALED <br> <b> NAVD 88 </b> 102.08 (+/-2cm) 334.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.48 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 640,440. </td><td> 1,866,950. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 101.248 (m) 332.18 (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: 10SGF248523(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 118.44 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 - December 01, 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>19881201</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 31.7 MI SE FROM DOS AMIGOS PUMP PLANT. 31.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, 0.05 MILE NORTHWEST OF THE WEST END OF DINUBA AVENUE BRIDGE OVER THE AQUEDUCT, 30 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, 2.0 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE LINING OF THE AQUEDUCT, IN THE TOP OF THE CENTER OF A CONCRETE TURNOUT STRUCTURE, AND ABOUT 3 1/2 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 (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU0931118.46 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0931118.46 LGeocacheGeocache118.46 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>118.46 L</h1> <b> PID </b> GU0931 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> LEVIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 35 21. (N) 120 29 10. (W) SCALED <br> <b> NAVD 88 </b> 102.11 (+/-2cm) 335.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.48 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 640,380. </td><td> 1,867,020. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 101.284 (m) 332.30 (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: 10SGF248522(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: CANAL LINING <br>STAMPING: 118.46 L SF 504 <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 - December 01, 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>1969 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881201</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 31.8 MI SE FROM DOS AMIGOS PUMP PLANT. 31.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 30, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 197.5 FEET NORTH OF BENCH MARK 118.49 L (USBR) WHICH IS IN THE DINUBA AVENUE BRIDGE, 0.5 FOOT SOUTHWEST OF A WITNESS POST. <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. GU0929118.49 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0929118.49 LGeocacheGeocache118.49 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>118.49 L</h1> <b> PID </b> GU0929 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> LEVIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 35 22. (N) 120 29 09. (W) SCALED <br> <b> NAVD 88 </b> 104.041 (meters) 341.34 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.48 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 103.952 (meters) 341.05 (feet) COMP <br> <b> MODELED GRAV</b> 979,776.0 (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> 640,410. </td><td> 1,867,050. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 103.186 (m) 338.54 (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: 10SGF249522(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. <br>SP_SET: CURB <br>STAMPING: 118.49 L <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 - December 01, 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>19881201</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 31.8 MI SE FROM DOS AMIGOS PUMP PLANT. 31.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 30, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE CURB OF DINUBA AVENUE BRIDGE OVER THE AQUEDUCT, 14 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. GU0930118.49 Rhttp://www.geocaching.com/mark/details.asp?PID=GU0930118.49 RGeocacheGeocache118.49 RBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>118.49 R</h1> <b> PID </b> GU0930 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> LEVIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 35 19. (N) 120 29 13. (W) SCALED <br> <b> NAVD 88 </b> 104.106 (meters) 341.55 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.48 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 104.017 (meters) 341.26 (feet) COMP <br> <b> MODELED GRAV</b> 979,775.7 (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 4 </td><td> 640,320. </td><td> 1,866,950. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 103.230 (m) 338.68 (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: 10SGF248521(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. <br>SP_SET: CURB <br>STAMPING: 118.49 R <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 - December 01, 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>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881201</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1968 31.8 MI SE FROM DOS AMIGOS PUMP PLANT. 31.75 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 30, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE CURB OF DINUBA AVENUE BRIDGE OVER THE AQUEDUCT, 14 FEET SOUTH OF THE CENTER LINE OF THE AVENUE, AND ABOUT LEVEL WITH 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. GU0922119.53 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0922119.53 LGeocacheGeocache119.53 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>119.53 L</h1> <b> PID </b> GU0922 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> LEVIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 34 35. (N) 120 28 47. (W) SCALED <br> <b> NAVD 88 </b> 101.604 (meters) 333.35 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.47 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 101.517 (meters) 333.06 (feet) COMP <br> <b> MODELED GRAV</b> 979,775.0 (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 4 </td><td> 638,950. </td><td> 1,867,570. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 100.712 (m) 330.42 (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: 10SGF255508(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: CANAL LINING <br>STAMPING: 119.53 L SG 501 <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 - December 06, 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>1969 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881206</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 32.8 MI SE FROM DOS AMIGOS PUMP PLANT. 32.8 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 32, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 37.0 FEET NORTHWEST OF A STEEL LADDER, 0.5 FOOT SOUTHWEST OF A WITNESS POST. <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. GU0921119.56 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0921119.56 LGeocacheGeocache119.56 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>119.56 L</h1> <b> PID </b> GU0921 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> LEVIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 34 32. (N) 120 28 44. (W) SCALED <br> <b> NAVD 88 </b> 97.88 (+/-2cm) 321.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.47 (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> 638,860. </td><td> 1,867,650. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 97.029 (m) 318.34 (f) ADJ UNCH 1 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: 10SGF255507(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 119.56 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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - December 06, 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>19881206</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 32.8 MI SE FROM DOS AMIGOS PUMP PLANT. 32.85 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R14E T15S, SECTION 32, IN THE TOP OF THE CENTER OF THE NORTHEAST CONCRETE HEAD WALL OF AN 18-INCH GRAVITY IRRIGATION CROSSING, 125 YARDS SOUTHEAST OF THE EXTENDED CENTER LINE OF LYON AVENUE, 115 YARDS SOUTHEAST OF A POWER POLE WITH A GUY WIRE, 150 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 10 FEET LOWER THAN THE NORTHEAST LEVEE ROAD. <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. GU0920119.63 R USBRhttp://www.geocaching.com/mark/details.asp?PID=GU0920119.63 R USBRGeocacheGeocache119.63 R USBRBORUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>119.63 R USBR</h1> <b> PID </b> GU0920 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> LEVIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 34 30. (N) 120 28 45. (W) SCALED <br> <b> NAVD 88 </b> 101.85 (+/-2cm) 334.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.47 (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> 638,800. </td><td> 1,867,620. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 100.997 (m) 331.35 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF255506(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: CONCRETE TURNOUT STRUCTURE <br>STAMPING: 119.63 R <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>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1968 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 32.9 MI SE FROM DOS AMIGOS PUMP PLANT. 32.9 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R14E T16S, SECTION 5, IN THE TOP OF THE CENTER OF THE CONCRETE TURNOUT STRUCTURE ALONG THE SOUTHWEST LEVEE, 27 FEET NORTHEAST OF THE CENTER LINE OF THE SOUTHWEST LEVEE ROAD, 2.0 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 3 1/2 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968 MARK NOT FOUND. GU007412 HIhttp://www.geocaching.com/mark/details.asp?PID=GU007412 HIGeocacheGeocache12 HIUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>12 HI</h1> <b> PID </b> GU0074 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> CHANEY RANCH (1971) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 43 35. (N) 120 36 04. (W) SCALED <br> <b> NAVD 88 </b> 101.01 (+/-2cm) 331.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -33.46 (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> 655,770. </td><td> 1,856,990. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 100.219 (m) 328.80 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF142672(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES <br>SP_SET: FOUNDATION <br>MARK LOGO: USGS <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>USGS</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 19.6 MI SE FROM DOS AMIGOS PUMP PLANT. 19.65 MILES SOUTHEAST ALONG A ROAD ALONG THE SOUTHWEST LEVEE OF THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R12E T14S, SECTION 12, AT THE CROSSING OF BRANNON AVENUE, ACROSS THE ROAD FROM LA HOLLA RANCH HEADQUARTERS, 230 FEET WEST OF THE CENTER LINE OF THE AVENUE, IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION FOR A 6- BY 7-FOOT ALUMINUM BUILDING HOUSING A U.S. GEOLOGICAL SURVEY COMPACTION RECORDER, AND ABOUT 3 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. GU0916120.77 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0916120.77 LGeocacheGeocache120.77 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>120.77 L</h1> <b> PID </b> GU0916 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> LEVIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 33 55. (N) 120 27 47. (W) SCALED <br> <b> NAVD 88 </b> 101.314 (meters) 332.39 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.47 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 101.227 (meters) 332.11 (feet) COMP <br> <b> MODELED GRAV</b> 979,775.0 (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> 637,700. </td><td> 1,869,050. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 100.450 (m) 329.56 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGF270496(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: 120.77 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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - December 06, 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>19881206</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 34 MI SE FROM DOS AMIGOS PUMP PLANT. 34.05 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R14E T16S, SECTION 5, 0.25 MILE SOUTHEAST OF THE CROSSING OF A 24-INCH PIPE OVERCHUTE, IN THE TOP OF THE CENTER OF A TURNOUT STRUCTURE, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE NORTHEAST LEVEE ROAD, 2.0 FEET NORTHEAST OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, AND ABOUT 3 1/2 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 (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. GU0914121.34 Lhttp://www.geocaching.com/mark/details.asp?PID=GU0914121.34 LGeocacheGeocache121.34 LBORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>121.34 L</h1> <b> PID </b> GU0914 <br> <b> STATE/COUNTY</b> CA/FRESNO <br> <b> USGS QUAD </b> LEVIS (1984) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 36 33 39. (N) 120 27 13. (W) SCALED <br> <b> NAVD 88 </b> 101.334 (meters) 332.46 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -33.48 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 101.247 (meters) 332.17 (feet) COMP <br> <b> MODELED GRAV</b> 979,775.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 4 </td><td> 637,190. </td><td> 1,869,880. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 100.416 (m) 329.45 (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: 10SGF278491(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: CANAL LINING <br>STAMPING: 121.34 L SG 502 <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 - December 06, 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>1969 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19881206</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 34.7 MI SE FROM DOS AMIGOS PUMP PLANT. 34.7 MILES SOUTHEAST ALONG THE CALIFORNIA AQUEDUCT FROM THE DOS AMIGOS PUMP PLANT, IN R14E T16S, SECTION 9, IN THE TOP OF THE NORTHEAST CONCRETE LINING OF THE AQUEDUCT, 234.0 FEET NORTHWEST OF A STEEL LADDER, 0.9 FOOT SOUTHWEST OF A WITNESS POST. <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 GEOD