Benchmark file generated by bmgpxbmgpx by Ron Parkerbmgpx@parkrrrr.comKT03931056 USGShttp://www.geocaching.com/mark/details.asp?PID=KT03931056 USGSGeocacheGeocache1056 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1056 USGS</h1> <b> PID </b> KT0393 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> SALT CANYON (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 00 41. (N) 122 21 42. (W) SCALED <br> <b> NAVD 88 </b> 322.83 (+/-2cm) 1059.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.61 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 649,330. </td><td> 1,968,680. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 322.004 (m) 1056.44 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ552182(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1989 </td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 18.4 MI W FROM WILLIAMS. 18.35 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, 0.2 MILE SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 16, IN THE TOP AND 1.3 FEET NORTHEAST OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE CURB OF BRIDGE 15-30 OVER BEAR CREEK, 11 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.2 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF THE CURB, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1989 (TM) RECOVERED IN GOOD CONDITION. KT0278106 B 9 USGShttp://www.geocaching.com/mark/details.asp?PID=KT0278106 B 9 USGSGeocacheGeocache106 B 9 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>106 B 9 USGS</h1> <b> PID </b> KT0278 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> ARBUCKLE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 02 57. (N) 122 04 40. (W) SCALED <br> <b> NAVD 88 </b> 33.36 (+/-2cm) 109.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.93 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 653,470. </td><td> 1,993,270. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 32.606 (m) 106.97 (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: 10SEJ798226(NAD 83) <br>MARKER: C = CAP OF CAP-AND-BOLT PAIR <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 106 B 9 1904 <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>1904 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 2.5 MI NW FROM ARBUCKLE. 2.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF HALL STREET AT ARBUCKLE, 1 POLE SOUTHEAST OF MILEPOLE 116, 51.1 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 32 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 94 1/2 FEET SOUTHWEST OF AND ACROSS THE TRACK FROM THE FIRST TELEPHONE POLE SOUTHEAST OF THE MILEPOLE, 77 FEET SOUTHEAST OF TELEPHONE POLE 1653, 0.8 FOOT SOUTHWEST OF A 6- BY 6-INCH WOODEN POST, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1 1/2 FEET ABOVE THE GROUND. KT03941134 USGShttp://www.geocaching.com/mark/details.asp?PID=KT03941134 USGSGeocacheGeocache1134 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1134 USGS</h1> <b> PID </b> KT0394 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> SALT CANYON (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 01 07. (N) 122 21 21. (W) SCALED <br> <b> NAVD 88 </b> 346.64 (+/-2cm) 1137.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.62 (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 2 </td><td> 650,130. </td><td> 1,969,190. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 345.806 (m) 1134.53 (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: 10SEJ557190(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 17.8 MI W FROM WILLIAMS. 17.75 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, IN THE TOP OF THE CENTER OF THE SOUTHEAST CONCRETE HEAD WALL OF A LARGE CONCRETE BOX CULVERT, 18 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 36.0 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM BENCH MARK X 1079, AND ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY. KT0427114.29 LOCENGhttp://www.geocaching.com/mark/details.asp?PID=KT0427114.29 LOCENGGeocacheGeocache114.29 LOCENGLOCENGUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>114.29 LOCENG</h1> <b> PID </b> KT0427 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 10. (N) 122 13 00. (W) SCALED <br> <b> NAVD 88 </b> 35.82 (+/-2cm) 117.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.84 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 664,990. </td><td> 1,981,270. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 35.062 (m) 115.03 (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: 10SEJ676340(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - August 13, 2004 <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>LOCENG</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040813</td><td>GOOD </td><td>GEOCAC</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 3.6 MI W FROM WILLIAMS. 3.65 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, AT THE JUNCTION OF EAST CAMP ROAD, ACROSS THE HIGHWAY FROM BENCH MARK N 113 RESET 1958, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE ABUTMENT OF CONCRETE BRIDGE 13-39 OVER GLENN-COLUSA CANAL, 17 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.2 FEET NORTH OF THE NORTH FACE OF THE NORTH CONCRETE GUARDRAIL, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY GEOCACHING 2004 (JBC) RECOVERED IN GOOD CONDITION. KT0426115 USGShttp://www.geocaching.com/mark/details.asp?PID=KT0426115 USGSGeocacheGeocache115 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>115 USGS</h1> <b> PID </b> KT0426 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 10. (N) 122 13 06. (W) SCALED <br> <b> NAVD 88 </b> 35.85 (+/-2cm) 117.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.84 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 664,990. </td><td> 1,981,130. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 35.09 (m) 115.1 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ675340(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1967 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>20040813</td><td>MARK NOT FOUND </td><td>GEOCAC</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 3.7 MI W FROM WILLIAMS. 3.7 MILES WEST ALONG STATE HIGHWAY 20 FROM WILLIAMS, COLUSA COUNTY, ABOUT 100 FEET EAST OF THE T-JUNCTION OF A ROAD LEADING SOUTH, AT THE SOUTH SIDE OF THE BRIDGE OVER GLENN-COLUSA CANAL, ON THE CONCRETE DECK OVER THE MIDDLE PIER, AND 20 FEET NORTH OF A FENCE LINE. A CHISELED SQUARE. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 MARK NOT FOUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY GEOCACHING 2004 (JBC) MARK IS CERTAINLY GONE. IT WAS ON AN OLDER BRIDGE THAT WAS TORN DOWN AND REPLACED IN 1957. KT0425 SERVES AS A REPLACEMENT FOR BOTH THIS STATION AND KT0424, FOR WHICH KT0425 IS A RESET. KT03891168 USGShttp://www.geocaching.com/mark/details.asp?PID=KT03891168 USGSGeocacheGeocache1168 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1168 USGS</h1> <b> PID </b> KT0389 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILBUR SPRINGS (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 00 47. (N) 122 22 42. (W) SCALED <br> <b> NAVD 88 </b> 357.03 (+/-2cm) 1171.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.59 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 649,520. </td><td> 1,967,240. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 356.190 (m) 1168.60 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ538184(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1989 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 19.2 MI W FROM WILLIAMS. 19.25 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, ON THE OUTSIDE OF A CURVE, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL OF 18-INCH PIPE CULVERT D-127+40, 27 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1989 (TM) MARK NOT FOUND. KT0423119 USGShttp://www.geocaching.com/mark/details.asp?PID=KT0423119 USGSGeocacheGeocache119 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>119 USGS</h1> <b> PID </b> KT0423 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 10. (N) 122 13 46. (W) SCALED <br> <b> NAVD 88 </b> 37.03 (+/-2cm) 121.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.83 (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 2 </td><td> 664,990. </td><td> 1,980,170. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 36.270 (m) 119.00 (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: 10SEJ665340(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>1967 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 4.3 MI W FROM WILLIAMS. 4.3 MILES WEST ALONG STATE HIGHWAY 20 FROM WILLIAMS, COLUSA COUNTY, AT THE NORTHWEST CORNER OF THE INTERSECTION OF A COUNTY ROAD LEADING NORTH, AT A CONCRETE CULVERT PARALLELING THE HIGHWAY, AND ON THE CENTER OF THE TOP OF THE HEADWALL. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 MARK NOT FOUND. KT03991278 USGShttp://www.geocaching.com/mark/details.asp?PID=KT03991278 USGSGeocacheGeocache1278 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1278 USGS</h1> <b> PID </b> KT0399 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> SALT CANYON (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 02 28. (N) 122 20 24. (W) SCALED <br> <b> NAVD 88 </b> 390.52 (+/-2cm) 1281.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.62 (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 2 </td><td> 652,630. </td><td> 1,970,570. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 389.691 (m) 1278.51 (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: 10SEJ571215(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 15.8 MI W FROM WILLIAMS. 15.75 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, AT THE SOUTH END OF A DEEP CUT, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD WALL OF A 24-INCH PIPE CULVERT D-314+00, 17 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY. KT03861368 USGShttp://www.geocaching.com/mark/details.asp?PID=KT03861368 USGSGeocacheGeocache1368 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1368 USGS</h1> <b> PID </b> KT0386 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILBUR SPRINGS (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 00 40. (N) 122 23 25. (W) SCALED <br> <b> NAVD 88 </b> 417.90 (+/-2cm) 1371.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.57 (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 2 </td><td> 649,310. </td><td> 1,966,200. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 417.058 (m) 1368.30 (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: 10SEJ527181(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 20 MI W FROM WILLIAMS. 20.0 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD WALL OF 18-INCH PIPE CULVERT D87+75, 18 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY. KT0420138 USGShttp://www.geocaching.com/mark/details.asp?PID=KT0420138 USGSGeocacheGeocache138 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>138 USGS</h1> <b> PID </b> KT0420 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 08 57. (N) 122 14 46. (W) SCALED <br> <b> NAVD 88 </b> 43.10 (+/-2cm) 141.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.82 (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 2 </td><td> 664,590. </td><td> 1,978,730. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 42.333 (m) 138.89 (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: 10SEJ651336(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>1967 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 5.3 MI W FROM WILLIAMS. 5.3 MILES WEST ALONG STATE HIGHWAY 20 FROM WILLIAMS, COLUSA COUNTY, 0.6 MILE EAST OF THE Y-JUNCTION OF A PAVED ROAD LEADING WEST TO LEESBURG, IN THE SOUTH CORNER OF A ROAD INTERSECTION, AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF THE HEADWALL. A CHISELED SQUARE. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 MARK NOT FOUND. KT03831609 USGShttp://www.geocaching.com/mark/details.asp?PID=KT03831609 USGSGeocacheGeocache1609 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1609 USGS</h1> <b> PID </b> KT0383 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILBUR SPRINGS (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 00 33. (N) 122 24 11. (W) SCALED <br> <b> NAVD 88 </b> 491.34 (+/-2cm) 1612.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.55 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 649,100. </td><td> 1,965,090. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 490.491 (m) 1609.22 (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: 10SEJ516179(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1934 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1967 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 21.2 MI SW FROM WILLIAMS. 21.2 MILES SOUTHWEST ALONG STATE HIGHWAY 20 FROM WILLIAMS, COLUSA COUNTY, 2.3 MILES WEST OF THE BEAR CREEK BRIDGE, ABOUT 800 FEET NORTHWEST OF A SHARP TURN IN THE HIGHWAY, ON A HIGH FILL, AT A CONCRETE CULVERT, AND ON THE CENTER OF THE TOP OF THE SOUTH HEADWALL. A CHISELED SQUARE. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 MARK NOT FOUND. KT0418172 USGShttp://www.geocaching.com/mark/details.asp?PID=KT0418172 USGSGeocacheGeocache172 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>172 USGS</h1> <b> PID </b> KT0418 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MANOR SLOUGH (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 08 17. (N) 122 16 15. (W) SCALED <br> <b> NAVD 88 </b> 53.31 (+/-2cm) 174.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.80 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 663,370. </td><td> 1,976,590. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 52.535 (m) 172.36 (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: 10SEJ630323(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 6.9 MI W FROM WILLIAMS. 6.9 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, AT THE JUNCTION OF FENCES, IN THE TOP OF THE CENTER OF THE SOUTHEAST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY. KT0531177 USGShttp://www.geocaching.com/mark/details.asp?PID=KT0531177 USGSGeocacheGeocache177 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>177 USGS</h1> <b> PID </b> KT0531 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> SITES (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 17 03. (N) 122 17 41. (W) SCALED <br> <b> NAVD 88 </b> 54.88 (+/-2cm) 180.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.58 (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 2 </td><td> 679,590. </td><td> 1,974,570. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 54.108 (m) 177.52 (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: 10SEJ608485(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 80 = SET IN A BOULDER <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>USGS</td></tr><tr><td>1935 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 5.6 MI W FROM MAXWELL. 5.6 MILES WEST ALONG THE LEESVILLE ROAD FROM MAXWELL, COLUSA COUNTY, ABOUT 180 FEET NORTHWEST OF AN ANGLE IN A FENCE LINE, ON THE SOUTHWEST EDGE OF THE RIGHT-OF-WAY, AND ON THE TOP OF A LARGE FLAT BOULDER. A CHISELED SQUARE. KT0415192 USGShttp://www.geocaching.com/mark/details.asp?PID=KT0415192 USGSGeocacheGeocache192 USGSCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>192 USGS</h1> <b> PID </b> KT0415 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MANOR SLOUGH (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 07 47. (N) 122 16 49. (W) SCALED <br> <b> NAVD 88 </b> 59.54 (+/-2cm) 195.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.79 (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 2 </td><td> 662,450. </td><td> 1,975,770. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 58.758 (m) 192.78 (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: 10SEJ622314(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 7.7 MI W FROM WILLIAMS. 7.7 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, IN THE TOP AND CENTER OF THE SOUTHEAST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT, 23 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY. KT0528228 USGShttp://www.geocaching.com/mark/details.asp?PID=KT0528228 USGSGeocacheGeocache228 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>228 USGS</h1> <b> PID </b> KT0528 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> SITES (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 18 04. (N) 122 19 06. (W) SCALED <br> <b> NAVD 88 </b> 70.23 (+/-2cm) 230.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.53 (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 2 </td><td> 681,480. </td><td> 1,972,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 69.450 (m) 227.85 (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: 10SEJ587504(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: ROCK OUTCROP <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1935 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 7.3 MI W FROM MAXWELL. 7.3 MILES WEST ALONG THE LEESVILLE ROAD FROM MAXWELL, COLUSA COUNTY, 1.5 MILES SOUTHEAST OF THE ROAD JUNCTION AT SITES, AT THE FOOT OF A HILL, AT AN ANGLE IN THE ROAD, ON THE NORTH EDGE OF THE ROAD, AT THE POINT OF A ROCK OUTCROP, AND ON A ROCK LEDGE. A CHISELED SQUARE. KT0526260 USGShttp://www.geocaching.com/mark/details.asp?PID=KT0526260 USGSGeocacheGeocache260 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>260 USGS</h1> <b> PID </b> KT0526 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> SITES (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 18 27. (N) 122 19 34. (W) SCALED <br> <b> NAVD 88 </b> 80.25 (+/-2cm) 263.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.51 (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 2 </td><td> 682,190. </td><td> 1,971,880. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 79.460 (m) 260.69 (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: 10SEJ581511(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1935 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1989 </td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 8.2 MI W FROM MAXWELL. 8.2 MILES WEST ALONG THE LEESVILLE ROAD FROM MAXWELL, COLUSA COUNTY, 0.6 MILE EAST OF THE ROAD JUNCTION AT SITES, 68 FEET NORTHEAST OF BENCH MARK H 296 (USGS) DESCRIBED ABOVE, AT THE NORTHWEST CORNER OF A CONCRETE BRIDGE, AND ON THE TOP OF THE ABUTMENT. A CHISELED SQUARE. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1989 (TM) RECOVERED IN GOOD CONDITION. KT0410444 USGShttp://www.geocaching.com/mark/details.asp?PID=KT0410444 USGSGeocacheGeocache444 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>444 USGS</h1> <b> PID </b> KT0410 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> SALT CANYON (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 06 18. (N) 122 19 16. (W) SCALED <br> <b> NAVD 88 </b> 136.18 (+/-2cm) 446.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.69 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 659,710. </td><td> 1,972,230. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 135.373 (m) 444.14 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ586286(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - January 18, 2004 <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>20040118</td><td>GOOD </td><td>GEOCAC</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 10.6 MI W FROM WILLIAMS. 10.6 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, AT THE CROSSING OF SALT CREEK, IN THE TOP OF THE CENTER OF THE SOUTH CONCRETE HEAD WALL OF DOUBLE CONCRETE BOX CULVERTS, 19.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 105.8 FEET NORTHWEST OF BENCH MARK R 1079, AND ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY GEOCACHING 2004 (JBC) RECOVERED IN GOOD CONDITION. KT053555 SVIPhttp://www.geocaching.com/mark/details.asp?PID=KT053555 SVIPGeocacheGeocache55 SVIPSVIPUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>55 SVIP</h1> <b> PID </b> KT0535 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MAXWELL (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 16 34. (N) 122 12 35. (W) SCALED <br> <b> NAVD 88 </b> 32.03 (+/-2cm) 105.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.61 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 678,680. </td><td> 1,981,910. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 31.281 (m) 102.63 (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: 10SEJ681477(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 55 <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>SVIP</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1989 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>20040415</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 1 MI W FROM MAXWELL. 1 MILE WEST ALONG LEESVILLE ROAD FROM THE POST OFFICE AT MAXWELL, AT A CROSS ROAD, 49 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FENCE AROUND A CEMETERY, 40 FEET NORTH OF A POWER POLE, 36.5 FEET NORTHWEST OF THE INTERSECTION OF THE CENTER LINES OF THE ROADS, 21.5 FEET SOUTH OF A FENCE CORNER, AND SET IN THE CENTER OF THE NORTH CONCRETE HEADWALL OF AN IRRIGATION CULVERT. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1989 (TM) MARK NOT FOUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) HEADWALLS REPLACED BY CONCRETE BAGS KT044158 B USGShttp://www.geocaching.com/mark/details.asp?PID=KT044158 B USGSGeocacheGeocache58 B USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>58 B USGS</h1> <b> PID </b> KT0441 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> COLUSA (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 12 55. (N) 122 00 49. (W) SCALED <br> <b> NAVD 88 </b> 18.73 (+/-2cm) 61.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.42 (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 2 </td><td> 671,910. </td><td> 1,998,830. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 17.996 (m) 59.04 (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: 10SEJ851411(NAD 83) <br>MARKER: C = CAP OF CAP-AND-BOLT PAIR <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 58.976 58 B <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 <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>1934 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 AT COLUSA. AT COLUSA, COLUSA COUNTY, ON MARKET STREET, 102 FEET WEST OF THE INTERSECTION OF NINTH STREET, IN A CITY PARK, 10 FEET SOUTH OF THE SOUTH EDGE OF THE SOUTH SIDEWALK OF MARKET STREET, AND AT THE FOOT OF A BRICK PEDESTAL. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 58.976 58 B AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE PROJECTING 8 INCHES ABOVE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT228760 B RESEThttp://www.geocaching.com/mark/details.asp?PID=KT228760 B RESETGeocacheGeocache60 B RESETLOCENGUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>60 B RESET</h1> <b> PID </b> KT2287 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> COLUSA (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 12 50. (N) 122 00 30. (W) SCALED <br> <b> NAVD 88 </b> 19.38 (+/-2cm) 63.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.41 (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 2 </td><td> 671,750. </td><td> 1,999,280. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (08/19/04) 18.64 (m) 61.2 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ856409(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES <br>SP_SET: BUILDING WALL <br>STAMPING: 60 B 1904 RESET 1984 <br>MARK LOGO: USGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1984 </td><td>MONUMENTED </td><td>LOCENG</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1984 IN COLUSA, AT THE INTERSECTION OF SIXTH STREET AND MARKET STREET, IN NORTH WALL OF COUNTY COURTHOUSE, 15 FEET (4.6 M) WEST OF MAIN ENTRANCE, IN THE WATER TABLE, SET IN GRANITE BASE. KT0407645 USGShttp://www.geocaching.com/mark/details.asp?PID=KT0407645 USGSGeocacheGeocache645 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>645 USGS</h1> <b> PID </b> KT0407 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> SALT CANYON (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 05 39. (N) 122 20 37. (W) SCALED <br> <b> NAVD 88 </b> 197.39 (+/-2cm) 647.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.64 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 658,520. </td><td> 1,970,280. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 196.573 (m) 644.92 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ567274(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 12.1 MI W FROM WILLIAMS. 12.1 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, 0.1 MILE NORTH OF A STEEL TOWER OF A POWER TRANSMISSION LINE, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD WALL OF 18-INCH PIPE CULVERT D-512+00, 19 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT LEVEL WITH THE HIGHWAY. KT0405725 USGShttp://www.geocaching.com/mark/details.asp?PID=KT0405725 USGSGeocacheGeocache725 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>725 USGS</h1> <b> PID </b> KT0405 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> SALT CANYON (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 04 53. (N) 122 20 49. (W) SCALED <br> <b> NAVD 88 </b> 221.85 (+/-2cm) 727.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.62 (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 2 </td><td> 657,100. </td><td> 1,969,980. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 221.028 (m) 725.16 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ564260(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 13 MI W FROM WILLIAMS. 13.0 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, DIRECTLY ACROSS THE HIGHWAY FROM THE SOUTH END OF A PULL-OUT, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT, 18 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY. KT030673 B 6 USGShttp://www.geocaching.com/mark/details.asp?PID=KT030673 B 6 USGSGeocacheGeocache73 B 6 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>73 B 6 USGS</h1> <b> PID </b> KT0306 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 10 27. (N) 122 09 35. (W) SCALED <br> <b> NAVD 88 </b> 23.21 (+/-2cm) 76.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.80 (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 2 </td><td> 667,350. </td><td> 1,986,200. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 22.45 (m) 73.7 (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: 10SEJ725364(NAD 83) <br>MARKER: C = CAP OF CAP-AND-BOLT PAIR <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 73 B 6 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1942 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>1967 </td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1942 1.4 MI NW FROM WILLIAMS. 1.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT WILLIAMS, COLUSA COUNTY, AT GRADE CROSSING AE 125.6, 59 FEET NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 99 W, 52 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, 46 FEET NORTH OF THE CENTER OF THE CROSSING, AND 20 FEET EAST OF THE SOUTH END OF THE EAST CONCRETE HEADWALL OF A 4-FOOT BOX CULVERT. A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 73 B 6 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 MARK NOT FOUND. KT033495 B 2 USGShttp://www.geocaching.com/mark/details.asp?PID=KT033495 B 2 USGSGeocacheGeocache95 B 2 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>95 B 2 USGS</h1> <b> PID </b> KT0334 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MAXWELL (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 20 58. (N) 122 11 30. (W) SCALED <br> <b> NAVD 88 </b> 30.04 (+/-2cm) 98.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.41 (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 2 </td><td> 686,820. </td><td> 1,983,480. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 29.297 (m) 96.12 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ696558(NAD 83) <br>MARKER: C = CAP OF CAP-AND-BOLT PAIR <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 95 B 2 1904 <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>1904 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040415</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 5 MI N FROM MAXWELL. 5.0 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF OAK STREET AT MAXWELL, AT THE CROSSING OF DELEVAN ROAD, 46.3 FEET WEST OF THE WEST RAIL, 48 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 31 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 29 FEET NORTHWEST OF THE FIRST TELEPHONE POLE NORTH OF MILEPOLE 138, 2 1/2 FEET SOUTHEAST OF A GUY POLE WITH A GUY WIRE, 1.4 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KT0312A 1078http://www.geocaching.com/mark/details.asp?PID=KT0312A 1078GeocacheGeocacheA 1078CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1078</h1> <b> PID </b> KT0312 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 12 21. (N) 122 10 45. (W) SCALED <br> <b> NAVD 88 </b> 23.46 (+/-2cm) 77.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.75 (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 2 </td><td> 670,870. </td><td> 1,984,530. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 22.706 (m) 74.49 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ708399(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 1078 1967 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1967 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1967 3.9 MI NW FROM WILLIAMS. 3.9 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF STATE HIGHWAY 20 AT WILLIAMS, 2 POLES NORTHWEST OF MILEPOLE 128, OPPOSITE RAILROAD BRIDGE 128.08, IN THE TOP AND 0.9 FOOT NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF DOUBLE CONCRETE BOX CULVERTS UNDER THE HIGHWAY, 43 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 69.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1 1/2 FEET LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT0388A 1080http://www.geocaching.com/mark/details.asp?PID=KT0388A 1080GeocacheGeocacheA 1080CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1080</h1> <b> PID </b> KT0388 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILBUR SPRINGS (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 00 47. (N) 122 22 52. (W) SCALED <br> <b> NAVD 88 </b> 374.06 (+/-2cm) 1227.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.58 (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 2 </td><td> 649,530. </td><td> 1,967,000. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 373.216 (m) 1224.46 (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: 10SEJ535184(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: OUTCROP <br>STAMPING: A 1080 1967 <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1967 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1989 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1967 19.4 MI W FROM WILLIAMS. 19.45 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, IN THE TOP OF AN OUTCROP PROJECTING ABOUT 1/2 FOOT, 45 1/2 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 44.7 FEET SOUTHWEST OF THE WEST END OF THE SOUTH HEAD WALL OF 18-INCH PIPE CULVERT D-117+85, 3.0 FEET NORTH OF A FENCE, 4.1 FEET SOUTH OF A WITNESS POST, AND ABOUT 7 1/2 FEET HIGHER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1989 (TM) MARK NOT FOUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS0946A 114http://www.geocaching.com/mark/details.asp?PID=KS0946A 114GeocacheGeocacheA 114CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 114</h1> <b> PID </b> KS0946 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MERIDIAN (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 03. (N) 121 57 15. (W) SCALED <br> <b> NAVD 88 </b> 14.85 (+/-2cm) 48.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.41 (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 2 </td><td> 664,750. </td><td> 2,003,960. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 14.117 (m) 46.32 (f) ADJUSTED 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: 10SEJ903340(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 46.253 A 114 1932 <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>1932 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1934 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040105</td><td>MARK NOT FOUND </td><td>CADWR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 2.5 MI W FROM MERIDIAN. IN COLUSA COUNTY, 2.5 MILES WEST ALONG STATE HIGHWAY 20 FROM MERIDIAN, SUTTER COUNTY, AT THE CROSSING OF THE SACRAMENTO NORTHERN RAILWAY, 45 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 30 FEET EAST OF THE TRACK, 6 FEET WEST OF A GATE IN THE RAILROAD RIGHT-OF-WAY FENCE, AND AT THE FENCE LINE. A STANDARD DISK, STAMPED 46.253 A 114 1932 AND SET IN THE TOP OF A CONCRETE POST. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CA DEPT OF WATER RES 2004 (MSG) MARK NOT FOUND. KT0264A 225http://www.geocaching.com/mark/details.asp?PID=KT0264A 225GeocacheGeocacheA 225CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 225</h1> <b> PID </b> KT0264 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> LEESVILLE (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 10 39. (N) 122 26 18. (W) SCALED <br> <b> NAVD 88 </b> 436.25 (+/-2cm) 1431.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.33 (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 2 </td><td> 667,800. </td><td> 1,962,130. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 435.412 (m) 1428.51 (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: 10SEJ485366(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: A 225 1935 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1935 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1935 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1935 12.1 MI E FROM HOUGH SPRINGS. IN COLUSA COUNTY, 12.1 MILES EAST ALONG THE LEESVILLE-STONYFORD ROAD FROM HOUGH SPRINGS, LAKE COUNTY, 3.2 MILES NORTHWEST OF LEESVILLE, 40 FEET WEST OF THE CENTERLINE OF THE ROAD, 39 FEET SOUTH OF A FENCE CORNER, AND 4 FEET EAST OF THE FENCE. A STANDARD DISK, STAMPED A 225 1935 AND SET IN THE TOP OF A CONCRETE POST. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT0482A 850http://www.geocaching.com/mark/details.asp?PID=KT0482A 850GeocacheGeocacheA 850CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 850</h1> <b> PID </b> KT0482 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> CORTINA CREEK (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 06 06. (N) 122 12 29. (W) SCALED <br> <b> NAVD 88 </b> 51.87 (+/-2cm) 170.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.89 (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 2 </td><td> 659,310. </td><td> 1,982,000. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 51.099 (m) 167.65 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ684283(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: BLOCK <br>STAMPING: A 850 1949 <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>1949 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20040415</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 9.1 MI S FROM WILLIAMS. 4.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT WILLIAMS, THENCE 4.9 MILES WEST ALONG MEYERS ROAD, AT THE INTERSECTION OF MEYERS ROAD AND EAST CAMP ROAD, ABOUT 130 FEET NORTHEAST OF THE INTERSECTION OF THE CENTER LINES OF THE ROADS, 71.5 FEET WEST OF A POWER POLE, 19 FEET NORTH OF A FENCE LINE, AND SET IN THE CENTER OF A LARGE CONCRETE BLOCK AND ABOUT 2 FEET ABOVE THE LEVEL OF THE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KT0473A 860http://www.geocaching.com/mark/details.asp?PID=KT0473A 860GeocacheGeocacheA 860CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 860</h1> <b> PID </b> KT0473 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MANOR SLOUGH (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 08 42. (N) 122 19 42. (W) SCALED <br> <b> NAVD 88 </b> 108.67 (+/-2cm) 356.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.67 (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 2 </td><td> 664,150. </td><td> 1,971,620. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 107.878 (m) 353.93 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ580330(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: ROCK OUTCROP <br>STAMPING: A 860 1949 <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1949 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 8.8 MI E FROM LEESVILLE. 8.8 MILES EAST ALONG THE WILLIAMS ROAD FROM LEESVILLE, ABOUT 0.9 MILE EAST OF THE MOUNTAIN HOUSE SERVICE STATION, 49.4 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 26 FEET WEST OF AN OAK TREE WITH A TRIANGULAR BLAZE OF THE SOUTH SIDE, 6 FEET SOUTHWEST OF A WIRE FENCE, SET IN THE TOP OF A ROCK OUTCROP PROJECTING 3 FEET ABOVE THE GROUND, AND ABOUT 6 FEET ABOVE THE ROAD LEVEL. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS1859AIRPORThttp://www.geocaching.com/mark/details.asp?PID=KS1859AIRPORTGeocacheGeocacheAIRPORTCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>AIRPORT</h1> <b> PID </b> KS1859 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MERIDIAN (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 10 09.56823(N) 121 59 04.06220(W) ADJUSTED <br> <b> NAVD 88 </b> 14.2 (meters) 47. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 6.60 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.46 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 666,803.465 2</td><td>001,342.698</td><td> MT </td><td>0.99991576</td><td> +0 ' 00 35.3"</td></tr><tr><td>SPC CA 2 </td><td>2,187,671.03 6</td><td>566,071.84 </td><td> sFT </td><td>0.99991576</td><td> +0 ' 00 35.3"</td></tr><tr><td>UTM 10 </td><td>4,336,058.068 </td><td>587,728.202</td><td> MT </td><td>0.99969476</td><td> +0 ' 38 29.3"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000239 x 0.99991576 = 0.99991815 <br> <b>UTM 10 </b> 1.00000239 x 0.99969476 = 0.99969715 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> AIRPORT AZ MK </td><td>332° 58' 28.6"</td></tr><tr><td>UTM 10 </td><td> AIRPORT AZ MK </td><td>332° 20' 34.6"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DB6140</td><td>AIRPORT RM 1 </td><td> 20.935 METERS</td><td>276° 19' </td></tr><tr><td>DB6139</td><td>AIRPORT AZ MK </td><td> </td><td>332° 59' 03.9"</td></tr><tr><td>DB6141</td><td>AIRPORT RM 2 </td><td> 16.277 METERS</td><td>343° 01' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 10 09.55927(N) 121 59 04.05568(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 10 09.94667(N) 121 59 00.15256(W) AD( ) 2 <br> NGVD 29 (07/19/86) 13.5 (m) 44. (f) VERT ANG <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ8772836058(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1972 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1972 (MLS) THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF COLUSA AND ABOUT 4.3 MILES NORTHWEST OF MERIDIAN. <p>TO REACH FROM THE U.S. POST OFFICE IN COLUSA AT 4TH AND MARKET STREETS, GO EASTERLY ON MARKET STREET (HIGHWAY 20) 0.4 MILE TO BRIDGE STREET, TURN RIGHT ONTO BRIDGE STREET (HIGHWAY 20) AND GO 3.3 MILES TO DIRT ROAD ON RIGHT, TURN RIGHT ON DIRT ROAD AND GO 0.1 MILE TO STATION ON LEFT. <p>AN UNDERGROUND MARK IDENTICAL WITH SURFACE DISK WAS SET 3.5 FEET BELOW GROUND. <p>STATION MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED AIRPORT 1972 AND SET IN CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND, 34.7 FEET SOUTHWEST OF THE CENTER LINE OF RAILROAD TRACKS, 14.0 FEET SOUTHEAST OF CENTER LINE OF DIRT ROAD, 37.5 FEET SOUTHEAST OF FENCE. <p>REFERENCE MARK 1 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED AIRPORT RM NO. 1 1972, SET IN CONCRETE POST PROJECTING 0.1 FOOT, 80.2 FEET SOUTHWEST OF THE CENTER LINE OF RAILROAD TRACKS, 19.0 FEET NORTHWEST OF THE CENTER LINE OF DIRT ROAD, 2.0 FEET SOUTHEAST OF FENCE, 1.4 FEET HIGHER THAN STATION. <p>REFERENCE MARK 2 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED AIRPORT RM NO. 2 1972, SET IN CONCRETE HEADWALL AT SOUTH CORNER FLUSH, 12.2 FEET SOUTHWEST OF THE CENTER LINE OF RAILROAD TRACKS, 33.6 FEET NORTHWEST OF THE CENTER LINE OF DIRT ROAD, 0.3 FEET LOWER THAN STATION. <p>AZIMUTH MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED AIRPORT AZIMUTH MARK 1972, SET IN CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND, 2.0 FEET SOUTHWEST OF FENCE AND 38.0 FEET NORTHEAST OF THE CENTER LINE OF HIGHWAY 20. <p>TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEASTERLY 0.1 MILE ON DIRT ROAD TO HIGHWAY 20, TURN LEFT ON HIGHWAY 20 AND GO 0.45 MILE TO AZIMUTH MARK ON RIGHT. <p>HEIGHT OF LIGHT ABOVE STATION MARK 3.69 METERS. KT1848ARBUCKLE FAA MICROWAVE MASThttp://www.geocaching.com/mark/details.asp?PID=KT1848ARBUCKLE FAA MICROWAVE MASTGeocacheGeocacheARBUCKLE FAA MICROWAVE MASTNGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ARBUCKLE FAA MICROWAVE MAST</h1> <b> PID </b> KT1848 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> ARBUCKLE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 01 45.32093(N) 122 03 07.73942(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 2.28 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.94 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in 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> <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 2 </td><td> 651,255.909 1</td><td>995,484.691</td><td> MT </td><td>0.99991514</td><td> -0 ' 01 58.4"</td></tr><tr><td>SPC CA 2 </td><td>2,136,662.09 6</td><td>546,852.69 </td><td> sFT </td><td>0.99991514</td><td> -0 ' 01 58.4"</td></tr><tr><td>UTM 10 </td><td>4,320,450.503 </td><td>582,042.980</td><td> MT </td><td>0.99968288</td><td> +0 ' 35 48.9"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 01 45.31386(N) 122 03 07.73330(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 39 01 45.68902(N) 122 03 03.85312(W) AD( ) 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ8204320451(NAD 83) <br>MARKER: 44 = MICROWAVE MAST <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1971 </td><td>FIRST OBSERVED </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ) THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE ARBUCKLE, FEDERAL AVIATION ADMINISTRATION MICROWAVE MAST THAT IS LOCATED ABOUT 1 MILE NORTHEAST OF ARBUCKLE AND JUST NORTH OF BAILEY ROAD. THE MAST IS TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF RED AND WHITE WITH TWO FAN SHAPED ANTENNAS LOCATED NEAR THE TOP. IT IS 225 FEET IN HEIGHT. KT0314B 1078http://www.geocaching.com/mark/details.asp?PID=KT0314B 1078GeocacheGeocacheB 1078CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 1078</h1> <b> PID </b> KT0314 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 13 58. (N) 122 11 28. (W) SCALED <br> <b> NAVD 88 </b> 24.98 (+/-2cm) 82.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.70 (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 2 </td><td> 673,870. </td><td> 1,983,500. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 24.227 (m) 79.48 (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: 10SEJ698429(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: B 1078 1967 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1967 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1967 3 MI S FROM MAXWELL. 3.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF OAK STREET AT MAXWELL, 1-3/4 POLES NORTH OF MILEPOLE 130, DIRECTLY OPPOSITE RAILROAD BRIDGE 130.04, 5.85 MILES NORTHWEST OF WILLIAMS, IN THE TOP AND 1.1 FEET NORTH OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF TRIPLE CONCRETE BOX CULVERTS UNDER THE HIGHWAY, 42 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 76.1 FEET WEST OF THE WEST RAIL, ABOUT 1 1/2 FEET LOWER THAN THE HIGHWAY AND 3 FEET LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT0385B 1080http://www.geocaching.com/mark/details.asp?PID=KT0385B 1080GeocacheGeocacheB 1080CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 1080</h1> <b> PID </b> KT0385 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILBUR SPRINGS (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 00 18. (N) 122 23 27. (W) SCALED <br> <b> NAVD 88 </b> 462.13 (+/-2cm) 1516.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.57 (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 2 </td><td> 648,640. </td><td> 1,966,150. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 461.289 (m) 1513.41 (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: 10SEJ527175(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: OUTCROP <br>STAMPING: B 1080 1967 <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1967 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1989 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1967 20.4 MI W FROM WILLIAMS. 20.4 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, ON THE WEST SLOPE OF A ROCKY HILL, IN THE TOP OF THE NORTH EDGE OF A 4- BY 5-FOOT OUTCROP PROJECTING ABOUT 3 FEET, 70 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 30.9 FEET WEST OF A FENCE, 11.6 FEET SOUTHEAST OF A WITNESS POST, AND ABOUT 20 FEET HIGHER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1989 (TM) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT0483B 20 USGShttp://www.geocaching.com/mark/details.asp?PID=KT0483B 20 USGSGeocacheGeocacheB 20 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 20 USGS</h1> <b> PID </b> KT0483 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> CORTINA CREEK (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 06 06. (N) 122 12 29. (W) SCALED <br> <b> NAVD 88 </b> 52.00 (+/-2cm) 170.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.89 (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 2 </td><td> 659,310. </td><td> 1,982,000. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 51.233 (m) 168.09 (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: 10SEJ684283(NAD 83) <br>MARKER: C = CAP OF CAP-AND-BOLT PAIR <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: B 20 1902 <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>1902 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040415</td><td>POOR </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 9.1 MI S FROM WILLIAMS. ABOUT 4.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT WILLIAMS, THENCE 4.9 MILES WEST ALONG THE MEYERS ROAD, AT THE INTERSECTION OF MEYERS ROAD AND EAST CAMP ROAD, 28 FEET NORTH OF THE CENTER LINE OF EAST CAMP ROAD, 1.2 FEET SOUTH OF A CORNER FENCE POST, RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK RECOVERED IN POOR CONDITION. KT0266B 225http://www.geocaching.com/mark/details.asp?PID=KT0266B 225GeocacheGeocacheB 225CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 225</h1> <b> PID </b> KT0266 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> LEESVILLE (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 39. (N) 122 27 24. (W) SCALED <br> <b> NAVD 88 </b> 418.71 (+/-2cm) 1373.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.30 (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 2 </td><td> 665,960. </td><td> 1,960,530. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 417.869 (m) 1370.96 (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: 10SEJ469347(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: B 225 1935 <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>1935 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20040415</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1935 10.2 MI E FROM HOUGH SPRINGS. IN COLUSA COUNTY, 10.2 MILES EAST ALONG THE LEESVILLE-STONYFORD ROAD FROM HOUGH SPRINGS, LAKE COUNTY, ON THE OUTSIDE OF A STEEL FENCE IN FRONT OF A LARGE SQUARE FARMHOUSE, 24 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT EAST AND 8 FEET NORTH OF A CORNER POST. A STANDARD DISK, STAMPED B 225 1935 AND SET IN THE TOP OF A CONCRETE POST. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KT0322B 4 USGShttp://www.geocaching.com/mark/details.asp?PID=KT0322B 4 USGSGeocacheGeocacheB 4 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 4 USGS</h1> <b> PID </b> KT0322 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MAXWELL (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 16 34. (N) 122 11 27. (W) SCALED <br> <b> NAVD 88 </b> 29.22 (+/-2cm) 95.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.60 (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 2 </td><td> 678,680. </td><td> 1,983,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 28.466 (m) 93.39 (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: 10SEJ697477(NAD 83) <br>MARKER: C = CAP OF CAP-AND-BOLT PAIR <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: B 4 98 1904 <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>1904 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 AT MAXWELL. AT MAXWELL, AT THE SOUTHWEST CORNER OF THE INTERSECTION OF OAK STREET AND THE HIGHWAY, ABOUT 0.05 MILE NORTHWEST OF BENCH MARK H 200, 42 FEET SOUTH OF THE CENTER LINE OF THE STREET, 29 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 10.4 FEET SOUTH-SOUTHEAST OF THE CENTER OF A FIRE HYDRANT, 2.2 FEET EAST OF THE EAST EDGE OF A SIDEWALK, ABOUT LEVEL WITH THE STREET, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.1 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. JT0086B 625http://www.geocaching.com/mark/details.asp?PID=JT0086B 625GeocacheGeocacheB 625CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 625</h1> <b> PID </b> JT0086 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILDWOOD SCHOOL (1993) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 56 46. (N) 122 00 35. (W) SCALED <br> <b> NAVD 88 </b> 41.48 (+/-2cm) 136.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.05 (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 2 </td><td> 642,030. </td><td> 1,999,160. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 40.717 (m) 133.59 (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: 10SEJ858112(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: B 625 1942 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1942 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 4.7 MI NW FROM DUNNIGAN. 4.7 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF MAIN STREET AT DUNNIGAN, 3/4 POLES SOUTHEAST AND ACROSS THE TRACKS FROM MILEPOLE 108, DIRECTLY OPPOSITE RAILROAD BRIDGE 107.99, IN THE TOP AND 0.9 FOOT NORHTWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF A PIPE CULVERT UNDER THE HIGHWAY, 22 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT0484B 850http://www.geocaching.com/mark/details.asp?PID=KT0484B 850GeocacheGeocacheB 850CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 850</h1> <b> PID </b> KT0484 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> CORTINA CREEK (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 06 32. (N) 122 13 02. (W) SCALED <br> <b> NAVD 88 </b> 50.28 (+/-2cm) 165.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.88 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 660,120. </td><td> 1,981,210. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.514 (m) 162.45 (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: 10SEJ676291(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: B 850 1949 <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>1949 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20040415</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 6.5 MI SW FROM WILLIAMS. 3.7 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, THENCE 2.8 MILES SOUTH ALONG EAST CAMP ROAD, AT A SHARP CURVE IN THE ROAD, 25 FEET NORTHEAST OF THE CENTER LINE OF THE CURVE, 5.5 FEET WEST OF A FENCE CORNER, 3 FEET NORTH OF A POWER POLE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KT1849BAILEYhttp://www.geocaching.com/mark/details.asp?PID=KT1849BAILEYGeocacheGeocacheBAILEYNGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BAILEY</h1> <b> PID </b> KT1849 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> ARBUCKLE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 01 54.50357(N) 122 03 25.77004(W) ADJUSTED <br> <b> NAVD 88 </b> 36.5 (meters) 120. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 2.14 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.94 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 651,539.318 1</td><td>995,051.216</td><td> MT </td><td>0.99991510</td><td> -0 ' 02 09.7"</td></tr><tr><td>SPC CA 2 </td><td>2,137,591.91 6</td><td>545,430.53 </td><td> sFT </td><td>0.99991510</td><td> -0 ' 02 09.7"</td></tr><tr><td>UTM 10 </td><td>4,320,729.065 </td><td>581,606.518</td><td> MT </td><td>0.99968200</td><td> +0 ' 35 37.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99999898 x 0.99991510 = 0.99991408 <br> <b>UTM 10 </b> 0.99999898 x 0.99968200 = 0.99968098 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> SECO </td><td>240° 38' 48.3"</td></tr><tr><td>UTM 10 </td><td> SECO </td><td>240° 01' 01.0"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>KT1848</td><td>ARBUCKLE FAA MICROWAVE MAST </td><td>APPROX. 0.5 KM</td><td>123° 08' 27.3"</td></tr><tr><td>DB4645</td><td>BAILEY RM 1 </td><td> 23.109 METERS</td><td>139° 10' </td></tr><tr><td>DB4646</td><td>BAILEY RM 2 </td><td> 24.030 METERS</td><td>223° 30' </td></tr><tr><td>KT0274</td><td>SECO </td><td>APPROX. 0.7 KM</td><td>240° 36' 38.6"</td></tr><tr><td>KT1854</td><td>WILLIAMS MUNICIPAL TANK </td><td>APPROX.15.4 KM</td><td>329° 48' 57.5"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 01 54.49648(N) 122 03 25.76387(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 39 01 54.87170(N) 122 03 21.88070(W) AD( ) 1 <br> NGVD 29 (07/19/86) 35.7 (m) 117. (f) VERT ANG <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ8160720729(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: TOP OF SQUARE CONCRETE MONUMENT <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1971 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>1980 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ) THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF WILLIAMS, 1 MILE NORTH OF ARBUCKLE, 0.7 MILE EAST OF INTERSTATE HIGHWAY 5 AND ON PROPERTY OWNED BY THE ARBUCKLE, CITY UTILITY COMMISSION. <p>TO REACH THE STATION FROM THE POST OFFICE IN ARBUCKLE GO NORTH ON BUSINESS LOOP 5 (5TH AVENUE) FOR 0.9 MILE TO SIDE ROAD RIGHT, (BAILEY ROAD). TURN RIGHT AND GO EAST ON BAILEY ROAD FOR 0.3 MILE TO A GATE ON THE LEFT. TURN LEFT PASSING THROUGH THE GATE AND GO NORTH ON THE TRACK ROAD FOR 0.2 MILE TO A SEWAGE PLANT, BEAR RIGHT AND CONTINUE NORTH ON THE TRACK ROAD ALONG THE EAST SIDE OF THE FENCE FOR 0.15 MILE TO THE NORTH END OF THE SEWAGE PLANT, A LOW RISE AND THE STATION. <p>THE STATION MARKS ARE STANDARD DISKS STAMPED BAILEY 1971, THE SURFACE DISK IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND IS FLUSH WITH THE GROUND SURFACE. IT IS 95 FEET NORTHWEST OF A FENCE CORNER, 57 FEET NORTH OF A METAL WITNESS POST SET IN A EAST-WEST FENCE AND 44 FEET SOUTH OF THE EDGE OF THE HILL. THE UNDERGROUND DISK WAS SET ABOUT 38 INCHES BELOW THE GROUND SURFACE. <p>REFERENCE MARK 1 IS A STANDARD DISK STAMPED BAILEY NO 1 1971, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND SURFACE. IT IS 48 FEET EAST OF A METAL WITNESS POST WITH SIGN SET IN A EAST-WEST FENCE, 27 FEET WEST OF A FENCE CORNER AND ABOUT 1 FOOT LOWER THAN THE STATION. <p>REFERENCE MARK 2 IS A STANDARD DISK STAMPED BAILEY NO 2 1971, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 12 INCHES IN DIAMETER AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT IS 55.5 FEET WEST OF THE METAL WITNESS POST WITH SIGN SET IN A EAST-WEST FENCE, 1 FOOT NORTH OF THE FENCE AND ABOUT 3 FEET LOWER THAN THE STATION. <p>TRIANGULATION STATION SECO 1959 CAN BE USED AS AN AZIMUTH MARK FOR THIS STATION, FOR A ROUTE TO REACH SEE THE DESCRIPTION THEREOF. <p>THE GEODIMETER DISTANCE IS REDUCED TO SEA LEVEL. <p> <h2>STATION RECOVERY (1980) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN) STATION MARK, RM 1, RM 2 WERE RECOVERED IN GOOD CONDITION. <p>THE AREA AT STATION IS BEING GRADED TO MAKE NEW OXIDATION POND AND ALL MARKS WILL BE DESTROYED. <p>STATION SECO 1959 WHICH IS 0.4 MILE WEST CAN BE USED IN THE FUTURE. <p>THE STATION IS LOCATED ABOUT 10 MILES SOUTHEAST OF WILLIAMS, ABOUT 1 MILE NORTH OF ARBUCKLE, 0.7 MILE EAST OF INTERSTATE HIGHWAY 5 AND ON THE PROPERTY OF THE ARBUCK. <p>REFERENCE MARK NO. 1 IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED---BAILEY NO1 1971---. <p>REFERENCE MARK NO. 2 IS A STANDARD NATIONAL GEODETIC SURVEY DISK STAMPED---BAILEY NO 2 1971---. <p>NO AZIMUTH MARK. KS1851BARTNETThttp://www.geocaching.com/mark/details.asp?PID=KS1851BARTNETTGeocacheGeocacheBARTNETTCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BARTNETT</h1> <b> PID </b> KS1851 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> GRIMES (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 00 47.93490(N) 121 56 29.10470(W) ADJUSTED <br> <b> NAVD 88 </b> 9. (meters) 30. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 5.00 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.76 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was scaled from a topographic map. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 649,486.743 2</td><td>005,073.370</td><td> MT </td><td>0.99991545</td><td> +0 ' 02 13.0"</td></tr><tr><td>SPC CA 2 </td><td>2,130,857.76 6</td><td>578,311.55 </td><td> sFT </td><td>0.99991545</td><td> +0 ' 02 13.0"</td></tr><tr><td>UTM 10 </td><td>4,318,787.184 </td><td>591,648.385</td><td> MT </td><td>0.99970342</td><td> +0 ' 39 59.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000330 x 0.99991545 = 0.99991875 <br> <b>UTM 10 </b> 1.00000330 x 0.99970342 = 0.99970672 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> BARTNETT AZ MK </td><td>266° 24' 14.6"</td></tr><tr><td>UTM 10 </td><td> BARTNETT AZ MK </td><td>265° 46' 28.5"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>KS1848</td><td>EDDYS FERRY PG AND E RIV E MST </td><td>APPROX. 8.7 KM</td><td>045° 38' 51.5"</td></tr><tr><td>KS1847</td><td>EDDYS FERRY PG AND E RIV W MST </td><td>APPROX. 8.5 KM</td><td>046° 31' 49.6"</td></tr><tr><td>KS1846</td><td>WILKINS SLOUGH PGE WEST MAST </td><td>APPROX. 9.9 KM</td><td>089° 13' 10.2"</td></tr><tr><td>KS1845</td><td>WILKINS SLOUGH PGE EAST MAST </td><td>APPROX.10.1 KM</td><td>089° 23' 29.2"</td></tr><tr><td>DB6226</td><td>BARTNETT RM 1 </td><td> 22.293 METERS</td><td>136° 37' </td></tr><tr><td>DB6227</td><td>BARTNETT RM 2 </td><td> 23.797 METERS</td><td>214° 18' </td></tr><tr><td>JT0591</td><td>SAN FRAN SEATTLE AWY BCN 8B </td><td>APPROX.14.8 KM</td><td>242° 27' 33.8"</td></tr><tr><td>DB6225</td><td>BARTNETT AZ MK </td><td> </td><td>266° 26' 27.6"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 00 47.92615(N) 121 56 29.09814(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 39 00 48.30200(N) 121 56 25.21300(W) AD( ) 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ9164818787(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1939 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1958 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) ABOUT 6 MILES EAST OF ARBUCKLE, 5 MILES SOUTH-SOUTHWEST OF GRIMES, IN SEC. 35, T. 14 N., R. 1 W., ON THE PROPERTY OF P.W. BARTNETT. TO REACH FROM ARBUCKLE POST OFFICE, GO SOUTH ON U.S. HIGHWAY 99W 0.45 MILE TO OILED ROAD LEADING EAST AT SIGN COLLEGE CITY 3, TURN LEFT AND GO EAST 3.1 MILES TO END OF OILED ROAD, CONTINUE ON GRADED DIRT ROAD 3 MILES TO GROUP OF SMALL UNPAINTED BUILDINGS ON LEFT SIDE OF ROAD. THE STATION IS NORTH OF THESE BUILDINGS ABOUT 190 FEET FROM THE CENTER LINE OF ROAD AND ABOUT 15 FEET EAST OF THE IRRIGATION DITCH. THE AZIMUTH MARK IS 38 FEET NORTH OF CENTER LINE OF GRADED DIRT ROAD AND 5-1/2 FEET NORTH-NORTHEAST OF FENCE CORNER. <p>SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET AS DESCRIBED IN NOTES 1A, 7A, 11A AND 11A RESPECTIVELY. <p>A 90-FOOT TOWER REQUIRED. <p> <h2>STATION RECOVERY (1958) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL) A THOROUGH SEARCH WAS MADE FOR THE STATION AND THE REFERENCE MARKS, BUT THEY COULD NOT BE FOUND. THE AREA IS HIGHLY CULTIVATED AND THE STATION IS BELIEVED TO HAVE BEEN BURIED OR KNOCKED OUT. KT1845BASINhttp://www.geocaching.com/mark/details.asp?PID=KT1845BASINGeocacheGeocacheBASINCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BASIN</h1> <b> PID </b> KT1845 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> COLUSA (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 11 43.21675(N) 122 05 42.29055(W) ADJUSTED <br> <b> NAVD 88 </b> 16.8 (meters) 55. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.35 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.68 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 669,695.394 1</td><td>991,786.882</td><td> MT </td><td>0.99991653</td><td> -0 ' 03 35.8"</td></tr><tr><td>SPC CA 2 </td><td>2,197,158.97 6</td><td>534,720.80 </td><td> sFT </td><td>0.99991653</td><td> -0 ' 03 35.8"</td></tr><tr><td>UTM 10 </td><td>4,338,843.812 </td><td>578,143.298</td><td> MT </td><td>0.99967519</td><td> +0 ' 34 18.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000201 x 0.99991653 = 0.99991854 <br> <b>UTM 10 </b> 1.00000201 x 0.99967519 = 0.99967720 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> BASIN AZ MK </td><td>231° 53' 48.0"</td></tr><tr><td>UTM 10 </td><td> BASIN AZ MK </td><td>231° 15' 53.3"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DB4676</td><td>BASIN RM 1 </td><td> 24.488 METERS</td><td>059° 16' </td></tr><tr><td>DB4677</td><td>BASIN RM 2 </td><td> 27.504 METERS</td><td>153° 12' </td></tr><tr><td>KT1854</td><td>WILLIAMS MUNICIPAL TANK </td><td>APPROX. 6.6 KM</td><td>223° 03' 31.6"</td></tr><tr><td>DB4675</td><td>BASIN AZ MK </td><td> </td><td>231° 50' 12.2"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 11 43.20906(N) 122 05 42.28388(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 11 43.60150(N) 122 05 38.37486(W) AD( ) 2 <br> NGVD 29 (07/19/86) 16.1 (m) 53. (f) VERT ANG <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ7814338844(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1972 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1972 (MLS) LOCATED ABOUT 4.2 MILES NORTHEAST OF WILLIAMS AND ABOUT 4.8 MILES WEST OF COLUSA ON HIGHWAY 20. <p>TO REACH FROM THE U.S. POST OFFICE IN WILLIAMS, GO EAST ON E STREET 0.1 MILE TO 7TH STREET, TURN LEFT ON 7TH STREET AND GO 0.9 MILE TO HIGHWAY 20 ON-RAMP ON LEFT, TURN LEFT ON RAMP AND GO 0.2 MILE TO HIGHWAY 20, TURN LEFT ON HIGHWAY 20 AND GO 3.9 MILES TO STATION ON LEFT. <p>STATION MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED BASIN 1972, SET IN CONCRETE POST PROJECTING 0.2 FOOT AND 8.5 FEET SOUTH OF FENCE LINE, 41.0 FEET NORTH OF THE CENTER LINE OF HIGHWAY 20. <p>AN UNDERGROUND MARK IDENTICAL WITH SURFACE DISK WAS SET 3.5 FEET BELOW GROUND. <p>REFERENCE MARK 1 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED BASIN RM NO. 1 1972, SET IN CONCRETE POST PROJECTING 0.2 FOOT AND 2.1 FEET SOUTH OF FENCE LINE, 48.4 FEET NORTH OF CENTER LINE OF HIGHWAY 20, 0.1 FOOT LOWER THAN STATION. <p>REFERENCE MARK 2 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED BASIN RM NO. 2 1972, SET IN CONCRETE POST PROJECTING 0.2 FOOT AND 1.5 FEET NORTH OF FENCE LINE, 49.4 FEET SOUTH OF CENTER LINE OF HIGHWAY 20, 1.6 FEET LOWER THAN STATION. <p>AZIMUTH MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED BASIN AZIMUTH MARK 1972, SET IN CONCRETE POST PROJECTING 0.2 FOOT AND 2.7 FEET NORTH OF FENCE LINE, 47.5 FEET SOUTH OF CENTER LINE OF HIGHWAY 20. <p>TO REACH AZIMUTH MARK FROM THE STATION, GO WEST ON HIGHWAY 20, 0.3 MILE TO AZIMUTH MARK ON LEFT. <p>HEIGHT OF LIGHT ABOVE STATION MARK 3.56 METERS. JT1976BEARhttp://www.geocaching.com/mark/details.asp?PID=JT1976BEARGeocacheGeocacheBEARCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BEAR</h1> <b> PID </b> JT1976 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> GLASCOCK MTN (1993) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 57 25.85782(N) 122 20 32.19952(W) ADJUSTED <br> <b> NAVD 88 </b> 282.6 (meters) 927. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -1.75 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.68 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 643,309.932 1</td><td>970,334.385</td><td> MT </td><td>0.99991714</td><td> -0 ' 12 56.9"</td></tr><tr><td>SPC CA 2 </td><td>2,110,592.67 6</td><td>464,338.73 </td><td> sFT </td><td>0.99991714</td><td> -0 ' 12 56.9"</td></tr><tr><td>UTM 10 </td><td>4,312,230.784 </td><td>556,987.907</td><td> MT </td><td>0.99963999</td><td> +0 ' 24 48.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99996032 x 0.99991714 = 0.99987746 <br> <b>UTM 10 </b> 0.99996032 x 0.99963999 = 0.99960032 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> SWANSON </td><td>234° 38' 36.0"</td></tr><tr><td>UTM 10 </td><td> SWANSON </td><td>234° 00' 50.3"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DB4098</td><td>BEAR RM 2 </td><td> 16.882 METERS</td><td>000° 29' </td></tr><tr><td>JT1977</td><td>SWANSON </td><td>APPROX. 1.0 KM</td><td>234° 25' 39.1"</td></tr><tr><td>DB4097</td><td>BEAR RM 1 </td><td> 9.620 METERS</td><td>262° 03' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 38 57 25.85308(N) 122 20 32.19351(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 38 57 26.22684(N) 122 20 28.28489(W) AD( ) 2 <br> NGVD 29 (07/19/86) 281.8 (m) 925. (f) VERT ANG <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ5698812231(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: TOP OF SQUARE CONCRETE MONUMENT <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1976 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1976 (HDM) THE STATION IS LOCATED ABOUT 7.5 MILES NORTHWEST OF RUMSEY. <p>TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY ROUTES 20 AND 16, GO SOUTH ON HIGHWAY 16 4.3 MILES ACROSS THE BEAR CREEK BRIDGE AND STATION ON LEFT ABOVE CUT BANK. <p>STATION MARK IS A CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK STAMPED---BEAR 1976---SET IN 12 INCH CONCRETE CYLINDER PROJECTING 0.5 FOOT, 7.5 FEET NORTHEAST OF 20 INCH WHITE OAK TREE, 50.0 FEET EAST OF FENCE, APPROXIMATELY 120 FEET EAST OF CENTERLINE HIGHWAY 16. <p>AN UNDERGROUND MARK IDENTICAL TO SURFACE DISK WAS SET 3.5 FEET BELOW. <p>REFERENCE MARK 1 IS A CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK STAMPED---BEAR 1976 RM NO 1---SET IN DRILL HOLE (EPOXYED) IN 3 FOOT BOULDER PROJECTING 0.4 FOOT, 9.0 FEET NORTH OF 12 INCH LIVE OAK TREE, 21.0 FEET EAST OF FENCE, 7.0 FEET LOWER THAN STATION. <p>REFERENCE MARK 2 IS A CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK STAMPED---BEAR 1976 RM NO 2---SET IN DRILL HOLE (EPOXYED) IN 1 FOOT BY 2 FOOT BOULDER PROJECTING 0.4 FOOT, 33.0 FEET EAST OF FENCE, 34.5 FEET SOUTHEAST OF A 20 INCH PINE TREE, 4.8 FEET LOWER THAN STATION. <p>NO AZIMUTH MARK WAS SET. KT1863BECKERhttp://www.geocaching.com/mark/details.asp?PID=KT1863BECKERGeocacheGeocacheBECKERCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BECKER</h1> <b> PID </b> KT1863 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> SALT CANYON (1987) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 02 04.15891(N) 122 20 22.38557(W) ADJUSTED <br> <b> NAVD 88 </b> 424.43 (+/-2cm) 1392.5 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -2.50 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.62 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <b> VERT ORDER </b> THIRD ? (See Below) <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 651,890.406 1</td><td>970,602.721</td><td> MT </td><td>0.99991506</td><td> -0 ' 12 50.7"</td></tr><tr><td>SPC CA 2 </td><td>2,138,743.77 6</td><td>465,219.09 </td><td> sFT </td><td>0.99991506</td><td> -0 ' 12 50.7"</td></tr><tr><td>UTM 10 </td><td>4,320,811.320 </td><td>557,161.880</td><td> MT </td><td>0.99964023</td><td> +0 ' 24 57.4"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99993806 x 0.99991506 = 0.99985313 <br> <b>UTM 10 </b> 0.99993806 x 0.99964023 = 0.99957831 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> WHISKEY </td><td>354° 26' 40.1"</td></tr><tr><td>UTM 10 </td><td> WHISKEY </td><td>353° 48' 52.0"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DB4704</td><td>BECKER RM 1 </td><td> 9.307 METERS</td><td>252° 10' </td></tr><tr><td>DB4705</td><td>BECKER RM 2 </td><td> 10.114 METERS</td><td>329° 11' </td></tr><tr><td>KT1864</td><td>WHISKEY </td><td>APPROX. 2.5 KM</td><td>354° 13' 49.4"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 02 04.15431(N) 122 20 22.37710(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 02 04.53775(N) 122 20 18.46419(W) AD( ) 2 <br> NGVD 29 (07/19/86) 423.60 (m) 1389.8 (f) LEVELING 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ5716220811(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1972 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1972 (MLS) STATION IS LOCATED ABOUT 13.5 MILES SOUTHWEST OF WILLIAMS AND ABOUT 15.5 MILES WEST OF ARBUCKLE ON A LOW RIDGE. <p>TO REACH STATION FROM THE INTERSECTION OF HIGHWAYS 20 AND 16 NEAR WILBUR SPRINGS STATION (DIVISION OF FORESTRY), GO EAST ON HIGHWAY 20 1.9 MILES TO STATION ON LEFT, STATION IS ON TOP OF A RIDGE 200 FEET WEST OF THE CENTER LINE OF HIGHWAY 20. <p>STATION MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED BECKER 1972, SET IN CONCRETE POST PROJECTING 0.1 FOOT, 156.7 FEET WEST OF FENCE. <p>AN UNDERGROUND MARK IDENTICAL WITH SURFACE DISK WAS SET IN CONCRETE 3.0 FEET BELOW GROUND. <p>REFERENCE MARK NO. 1 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED BECKER RM NO. 1 1972, SET IN CONCRETE POST PROJECTING 0.2 FOOT AND LEVEL WITH STATION, 187.2 FEET WEST OF FENCE. <p>REFERENCE MARK NO. 2 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED BECKER RM NO. 2 1972, SET IN CONCRETE POST PROJECTING 0.3 FOOT AND LEVEL WITH STATION, 169.2 FEET WEST OF FENCE. <p>NO AZIMUTH MARK WAS SET. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.80 METERS. KT0301BLOCKhttp://www.geocaching.com/mark/details.asp?PID=KT0301BLOCKGeocacheGeocacheBLOCKCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BLOCK</h1> <b> PID </b> KT0301 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 09 04.20095(N) 122 08 40.29683(W) ADJUSTED <br> <b> NAVD 88 </b> 26.11 (+/-2cm) 85.7 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 1.22 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.83 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 664,797.626 1</td><td>987,507.901</td><td> MT </td><td>0.99991534</td><td> -0 ' 05 28.0"</td></tr><tr><td>SPC CA 2 </td><td>2,181,090.21 6</td><td>520,682.17 </td><td> sFT </td><td>0.99991534</td><td> -0 ' 05 28.0"</td></tr><tr><td>UTM 10 </td><td>4,333,900.387 </td><td>573,919.597</td><td> MT </td><td>0.99966728</td><td> +0 ' 32 24.5"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000058 x 0.99991534 = 0.99991592 <br> <b>UTM 10 </b> 1.00000058 x 0.99966728 = 0.99966786 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> DELPHOS </td><td>332° 44' 27.0"</td></tr><tr><td>UTM 10 </td><td> DELPHOS </td><td>332° 06' 34.5"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>KT0300</td><td>BLOCK RM 2 </td><td> 11.140 METERS</td><td>223° 19' </td></tr><tr><td>KT1854</td><td>WILLIAMS MUNICIPAL TANK </td><td>236.332 METERS</td><td>294° 40' </td></tr><tr><td>AA4332</td><td>BLOCK RM 3 </td><td> 11.062 METERS</td><td>318° 16' </td></tr><tr><td>DB5606</td><td>BLOCK RM 1 </td><td> 11.082 METERS</td><td>318° 38' </td></tr><tr><td>KT0309</td><td>DELPHOS </td><td>APPROX. 5.0 KM</td><td>332° 38' 59.0"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 09 04.19395(N) 122 08 40.29041(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 09 04.58670(N) 122 08 36.38323(W) AD( ) 2 <br> NGVD 29 (??/??/92) 25.359 (m) 83.20 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ7392033900(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BLOCK 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1973 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr><tr><td>1979 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr><tr><td>20040105</td><td>GOOD </td><td>CADWR</td></tr><tr><td>20040415</td><td>MARK NOT FOUND </td><td>CADT</td></tr><tr><td>20050420</td><td>GOOD </td><td>CADWR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG) THE STATION IS LOCATED ABOUT 0.3 MILE EAST OF THE SOUTHERN PACIFIC RAILROAD DEPOT IN WILLIAMS, NEAR BLOCK SIGNAL NUMBER 1238. <p>TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 99W AND STATE HIGHWAY 20, IN WILLIAMS, GO EAST ON STATE HIGHWAY 20 FOR 0.15 MILE TO A CROSSROAD. TURN RIGHT AND GO SOUTHERLY FOR 0.3 MILE, PASSING TO THE LEFT OF A LARGE WAREHOUSE, TO THE STATION ON THE RIGHT. <p>THE STATION MARK IS A STANDARD BRONZE DISK STAMPED BLOCK 1959, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, WHICH IS FLUSH WITH GROUND LEVEL. MARK IS 18 FEET NORTHEAST OF THE EAST RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 8 FEET WEST OF A METAL WITNESS POST. <p>REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED BLOCK NO 1 1959, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES ABOVE GROUND LEVEL. MARK IS 13 FEET WEST-SOUTHWEST OF A RAILROAD SWITCH BLOCK, 11 FEET NORTHEAST OF THE EAST RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND ABOUT THE SAME ELEVATION AS THE STATION. <p>REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED BLOCK NO 2 1959, SET IN CEMENT IN A DRILL HOLE IN THE SOUTH SIDE OF THE BASE OF BLOCK SIGNAL NUMBER 1238, 7 FEET WEST OF THE WEST RAIL OF THE SOUTHERN PACIFIC RAILROAD. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS) THE STATION AND R.M. 2 WERE RECOVERED IN GOOD CONDITION AND LEVELED OVER. THE CONCRETE POST FOR R.M. 1 WAS RECOVERED BUT THE DISK HAS BEEN REMOVED. TO REACH FROM THE INTERSECTION OF THE SOUTHERN PACIFIC COMPANY RAILROAD AND STATE HIGHWAY 20, GO 0.3 MILE SOUTHEAST ALONG THE RAILROAD. THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED BLOCK 1959. 0.1 MILE SOUTHEAST OF MILEPOLE 124, 21.9 FEET NORTHEAST OF THE NORTHEAST RAIL, 51 FEET SOUTHWEST OF THE CENTER LINE OF AN ASPHALT ROAD, 15.7 FEET NORTH OF THE NORTH CORNER OF THE CONCRETE BASE OF SEMAPHORE 1238, 8.0 FEET WEST-NORTHWEST OF A WITNESS POST, IN A CONCRETE POST PROJECTING 0.1 FOOT. <p>R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED BLOCK NO 2 1959. 37.64 FEET SOUTH-SOUTHWEST AND ACROSS THE TRACK FROM THE STATION, IN THE TOP OF THE SOUTHEAST END OF THE CONCRETE BASE FOR SEMAPHORE 1239, 7.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT LEVEL WITH THE TRACK. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT WILLIAMS <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 0.3 MI SE FROM WILLIAMS. 0.3 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF STATE HIGHWAY 20 AT WILLIAMS, 0.1 MILE SOUTHEAST OF MILEPOLE 124, 21.9 FEET NORTHEAST OF THE NORTHEAST RAIL, 51 FEET SOUTHWEST OF THE CENTER LINE OF AN ASPHALT ROAD, 10 1/2 FEET WEST-NORTHWEST OF THE SECOND TELEPHONE POLE SOUTHEAST OF THE MILEPOLE, 15.7 FEET NORTH OF THE NORTH CORNER OF THE CONCRETE BASE OF SEMAPHORE 1238, 37.64 FEET NORTH-NORTHEAST AND ACROSS THE TRACK FROM R.M. 2, 8.0 FEET WEST-NORTHWEST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1973) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (MLS) COMPLETE NEW DESCRIPTION FOLLOWS-- <p>STATION IS LOCATED ABOUT 0.3 MILE SOUTH OF THE SOUTHERN PACIFIC RAILROAD DEPOT IN WILLIAMS ALONG SOUTHERN PACIFIC RAILROAD TRACKS. <p>TO REACH STATION FROM THE U.S. POST OFFICE IN WILLIAMS, GO EAST ON E STREET 0.2 MILE TO FIFTH STREET, TURN RIGHT ON FIFTH STREET AND GO 0.35 MILE TO STATION ON RIGHT. <p>STATION MARK IS A STANDARD DISK STAMPED BLOCK 1959, SET IN CONCRETE POST FLUSH WITH GROUND, 10.6 FEET NORTH OF TELEPHONE POLE, 25.0 FEET EAST OF THE CENTER LINE OF RAILROAD TRACKS, 50.1 FEET WEST OF THE CENTER LINE OF FIFTH STREET. <p>REFERENCE MARK 1 APPEARS TO BE DESTROYED. <p>REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED BLOCK NO 2 1959, SET IN CONCRETE FOUNDATION OF RAILROAD SIGNAL, 1.1 FEET HIGHER THAN STATION, 2.3 FEET SOUTH OF RAILROAD SIGNAL POLE, 10.3 FEET WEST OF THE CENTER LINE OF RAILROAD TRACKS. <p>REFERENCE MARK 3 WAS SET AT THIS TIME. REFERENCE MARK 3 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED BLOCK 1959 RM NO. 3, SET IN 1-FOOT-SQUARE CONCRETE FOUNDATION PROJECTING 0.2 FOOT AND 0.2 FOOT HIGHER THAN STATION, 15.8 FEET EAST OF THE CENTER LINE OF RAILROAD TRACKS, 45.0 FEET NORTH OF TELEPHONE POLE, 60.0 FEET WEST OF THE CENTER LINE OF FIFTH STREET. <p>HEIGHT OF LIGHT ABOVE STATION MARK 12.40 FEET. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN IN WILLIAMS. <p> <h2>STATION RECOVERY (1979) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD CONDITION. THE TOP OF THE SURFACE STATION MARK CONCRETE POST WAS FOUND BROKEN OFF SO THE MARK WAS REMOVED AND THE UNDERGROUND STATION MARK WAS RECOVERED IN GOOD CONDITION 2.8 FEET BELOW THE SURFACE OF THE GROUND. THE POINT WAS HELD AND A NEW SURFACE STATION MARK WAS SET IN THE SAME EXACT POSITION ON THIS DATE. THE DISTANCE TO REFERENCE MARK 2 MEASURED ON THIS DATE WAS FOUND TO BE SLIGHTLY SHORTER THAN THE PREVIOUS MEASUREMENTS. THE DIRECTIONS TO REFERENCE MARKS 2 AND 3 MEASURED ON THIS DATE COMPARED FAVORABLY WITH THE 1959 AND 1973 MEASUREMENTS. THE PREVIOUS DESCRIPTIONS ARE ADEQUATE WITH THE FOLLOWING ADDITION-- <p>THE SURFACE STATION MARK SET ON THIS DATE IS AN NGS HORIZONTAL CONTROL DISK STAMPED BLOCK 1959 1979 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER 0.1 FOOT BELOW THE SURFACE OF THE GROUND AND IS 50.5 FEET SOUTHWEST OF THE CENTERLINE OF FIFTH STREET, 22.0 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD TRACK, 18.0 FEET NORTH-NORTHEAST OF SEMAPHORE SIGNAL NO. 1238, 10.3 FEET NORTHWEST OF A GUYED TELEGRAPH POLE, 8.0 FEET NORTHWEST OF A METAL WITNESS POST, AND ABOUT 1-1/2 FEET LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CA DEPT OF WATER RES 2004 (MSG) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. <p> <h2>STATION RECOVERY (2005) </h2> <p>RECOVERY NOTE BY CA DEPT OF WATER RES 2005 RECOVERED IN GOOD CONDITION. AA4365BLOCK RESEThttp://www.geocaching.com/mark/details.asp?PID=AA4365BLOCK RESETGeocacheGeocacheBLOCK RESETNGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BLOCK RESET</h1> <b> PID </b> AA4365 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 05. (N) 122 08 42. (W) SCALED <br> <b> NAVD 88 </b> 26.01 (+/-2cm) 85.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.83 (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 2 </td><td> 664,820. </td><td> 1,987,470. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (08/19/04) 25.25 (m) 82.8 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ738339(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BLOCK 1959 1979 <br>MARK LOGO: NGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1979 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>20040415</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN) 0.3 MILE (0.5 KM) SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF E STREET IN WILLIAMS, 0.1 MILE (0.2 KM) SOUTHEAST OF MILEPOLE 124, 50.5 FEET (15.4 M) SOUTHWEST OF THE CENTERLINE OF FIFTH STREET, 22.0 FEET (6.7 M) NORTH OF THE NORTHEAST RAIL OF THE RAILROAD TRACK, 18.0 FEET (5.5 M) NORTH-NORTHEAST OF SEMAPHORE SIGNAL NO 1238, 10.3 FEET (3.1 M) NORTHWEST OF A GUYED TELEGRAPH POLE. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KT0300BLOCK RM 2http://www.geocaching.com/mark/details.asp?PID=KT0300BLOCK RM 2GeocacheGeocacheBLOCK RM 2CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BLOCK RM 2</h1> <b> PID </b> KT0300 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 05. (N) 122 08 42. (W) SCALED <br> <b> NAVD 88 </b> 26.38 (+/-2cm) 86.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.83 (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 2 </td><td> 664,820. </td><td> 1,987,470. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 25.625 (m) 84.07 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ738339(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. <br>SP_SET: SEMAPHORE BASE <br>STAMPING: BLOCK NO 2 1959 <br>MARK LOGO: CGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19790208</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 0.3 MI SE FROM WILLIAMS. 0.3 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF STATE HIGHWAY 20 AT WILLIAMS, 0.1 MILE SOUTHEAST OF MILEPOLE 124, IN THE TOP OF THE SOUTHEAST END OF THE CONCRETE BASE FOR SEMAPHORE 1239, 7.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 37.64 FEET SOUTH-SOUTHWEST OF AND ACROSS THE TRACK FROM THE STATION, 0.5 FEET SOUTHEAST OF A POINT DIRECTLY UNDER THE CENTER OF A STEEL LADDER FOR SEMAPHORE, AND ABOUT LEVEL WITH THE TRACK. <p> <h2>STATION RECOVERY (1979) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) RECOVERED AS DESCRIBED. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. AA4332BLOCK RM 3http://www.geocaching.com/mark/details.asp?PID=AA4332BLOCK RM 3GeocacheGeocacheBLOCK RM 3CADHNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BLOCK RM 3</h1> <b> PID </b> AA4332 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 04. (N) 122 08 40. (W) SCALED <br> <b> NAVD 88 </b> 26.07 (+/-2cm) 85.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.83 (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 2 </td><td> 664,790. </td><td> 1,987,520. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (08/19/04) 25.32 (m) 83.1 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ739338(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BLOCK 1959 RM NO 3 <br>MARK LOGO: NGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1979 </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>19790208</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040415</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN) 0.3 MILE (0.5 KM) SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF E STREET IN WILLIAMS, 0.1 MILE (0.2 KM) SOUTHEAST OF MILEPOLE 124, 60.0 FEET (18.3 M) SOUTHWEST OF THE CENTERLINE OF FIFTH STREET, 45.0 FEET (13.7 M) NORTHWEST OF A GUYED TELEGRAPH POLE, 36.3 FEET (11.1 M) NORTHWEST OF HORIZONTAL CONTROL STATION BLOCK RESET 1979, 13.3 FEET (4.1 M) NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS1849BRITTENhttp://www.geocaching.com/mark/details.asp?PID=KS1849BRITTENGeocacheGeocacheBRITTENCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BRITTEN</h1> <b> PID </b> KS1849 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> TISDALE WEIR (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 02 03.29509(N) 121 50 18.14672(W) ADJUSTED <br> <b> NAVD 88 </b> 13. (meters) 43. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 4.13 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.44 (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 2 </td><td> 651,821.294 2</td><td>013,993.123</td><td> MT </td><td>0.99991506</td><td> +0 ' 06 06.8"</td></tr><tr><td>SPC CA 2 </td><td>2,138,517.03 6</td><td>607,575.77 </td><td> sFT </td><td>0.99991506</td><td> +0 ' 06 06.8"</td></tr><tr><td>UTM 10 </td><td>4,321,219.119 </td><td>600,540.155</td><td> MT </td><td>0.99972447</td><td> +0 ' 43 53.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000262 x 0.99991506 = 0.99991768 <br> <b>UTM 10 </b> 1.00000262 x 0.99972447 = 0.99972709 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> JIMENO RESET </td><td>181° 56' 20.7"</td></tr><tr><td>UTM 10 </td><td> JIMENO RESET </td><td>181° 18' 33.6"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DB6381</td><td>BRITTEN RM 1 </td><td> 36.372 METERS</td><td>041° 10' </td></tr><tr><td>KS1845</td><td>WILKINS SLOUGH PGE EAST MAST </td><td>APPROX. 2.5 KM</td><td>151° 13' 22.5"</td></tr><tr><td>KS1846</td><td>WILKINS SLOUGH PGE WEST MAST </td><td>APPROX. 2.4 KM</td><td>155° 40' 49.6"</td></tr><tr><td>JS4589</td><td>JIMENO RESET </td><td>APPROX.11.8 KM</td><td>182° 02' 27.5"</td></tr><tr><td>DB6382</td><td>BRITTEN RM 2 </td><td> 31.788 METERS</td><td>258° 12' </td></tr><tr><td>KS1847</td><td>EDDYS FERRY PG AND E RIV W MST </td><td>APPROX. 4.5 KM</td><td>321° 40' 39.0"</td></tr><tr><td>KS1848</td><td>EDDYS FERRY PG AND E RIV E MST </td><td>APPROX. 4.6 KM</td><td>323° 44' 36.3"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 02 03.28524(N) 121 50 18.14005(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 02 03.66300(N) 121 50 14.26000(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: 10SFJ0054021219(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1939 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1952 </td><td>SEE DESCRIPTION </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) STATION IS 5.3 MILES SOUTHEAST BY ROAD FROM GRIMES, 1-1/2 MILES, AIRLINE, NORTHWEST OF OLD TISDALE WEIR, ON PROPERTY OF M. BETTENCOURT, IN THE BARNYARD, ACROSS HIGHWAY WEST OF HIS RESIDENCE, 5 PACES NORTH OF EAST-AND-WEST FENCE, 20 PACES WEST OF NORTH-AND-SOUTH FENCE NEAR WEST END OF BARN. <p>TO REACH FROM GRIMES POST OFFICE, GO SOUTHEAST ON STATE HIGHWAY 45 FOR 3.3 MILES, CONTINUE STRAIGHT AHEAD (EAST) 1.5 MILES, TURN RIGHT (SOUTH) AND GO 0.5 MILE TO STATION ON WEST SIDE OF HIGHWAY WHICH TURNS EAST AT THIS CORNER. <p>SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS DESCRIBED IN NOTES 1A, 7A, 11A AND 11A, RESPECTIVELY. <p>STATION MARK IS 18 INCHES BELOW SURFACE. ALL MARKS ARE STANDARD DISKS STAMPED BRITTEN 1939. <p>AZIMUTH MARK IS 2.2 MILES SOUTHEAST OF STATION ON LEVEE AT A PUMPING STATION ON LEFT SIDE OF ROAD. <p> <h2>STATION RECOVERY (1952) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952 ALL BUILDINGS AT THIS LOCATION (ON THE W SIDE OF THE ROAD) HAVE BEEN REMOVED. AREA IS NOW PART OF A FIELD. MARK AND CONCRETE POST WERE FOUND LYING ON TOP OF THE GROUND. REFERENCE MARK 1 ALSO FOUND LYING ON TOP OF GROUND. REFERENCE MARK 2 WAS SEARCHED FOR BUT NOT FOUND. IT IS PROBABLY DESTROYED. JT0096BUCKLEhttp://www.geocaching.com/mark/details.asp?PID=JT0096BUCKLEGeocacheGeocacheBUCKLECGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BUCKLE</h1> <b> PID </b> JT0096 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILDWOOD SCHOOL (1993) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 59 59.30576(N) 122 02 41.85463(W) ADJUSTED <br> <b> NAVD 88 </b> 44.76 (+/-2cm) 146.9 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 1.92 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.98 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 647,986.588 1</td><td>996,105.628</td><td> MT </td><td>0.99991577</td><td> -0 ' 01 42.0"</td></tr><tr><td>SPC CA 2 </td><td>2,125,936.00 6</td><td>548,889.88 </td><td> sFT </td><td>0.99991577</td><td> -0 ' 01 42.0"</td></tr><tr><td>UTM 10 </td><td>4,317,188.959 </td><td>582,699.651</td><td> MT </td><td>0.99968421</td><td> +0 ' 36 03.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99999768 x 0.99991577 = 0.99991345 <br> <b>UTM 10 </b> 0.99999768 x 0.99968421 = 0.99968189 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> LUSA </td><td>152° 51' 55.5"</td></tr><tr><td>UTM 10 </td><td> LUSA </td><td>152° 14' 09.7"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>JT0092</td><td>LUSA </td><td>APPROX. 3.6 KM</td><td>152° 50' 13.5"</td></tr><tr><td>DB4222</td><td>BUCKLE RM 1 </td><td> 25.038 METERS</td><td>171° 38' </td></tr><tr><td>DB4223</td><td>BUCKLE RM 3 </td><td> 25.102 METERS</td><td>171° 50' </td></tr><tr><td>JT0097</td><td>BUCKLE RM 2 </td><td> 16.421 METERS</td><td>300° 28' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 38 59 59.29846(N) 122 02 41.84834(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 38 59 59.66810(N) 122 02 37.96580(W) AD( ) 2 <br> NGVD 29 (??/??/92) 44.004 (m) 144.37 (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: 10SEJ8270017189(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BUCKLE 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1969 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1986 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>20040415</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG) THE STATION IS LOCATED ABOUT 1-1/4 MILES AIRLINE SOUTHEAST OF ARBUCKLE, BETWEEN U.S. HIGHWAY 99 AND THE SOUTHERN PACIFIC RAILROAD. <p>TO REACH FROM THE POST OFFICE IN DUNNIGAN, GO NORTHWEST ON U.S. HIGHWAY 99 FOR 8.9 MILES TO STATION ON RIGHT. <p>THE STATION MARK IS A STANDARD DISK STAMPED BUCKLE 1959, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND. IT IS 13.9 FEET EAST-NORTHEAST OF A METAL WITNESS POST, 20.3 FEET SOUTHWEST OF THE CENTER LINE OF THE RAILROAD TRACKS, 60 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 12.6 FEET EAST-NORTHEAST OF A SMALL TELEGRAPH POLE, 150 YARDS SOUTHEAST OF A CAFE AND 100 YARDS NORTHEAST OF A DOUGLAS TRUCK-STOP. <p>REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED BUCKLE NO 1 1959, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE GROUND. IT IS 4 FEET EAST OF TELEPHONE POLE 1496, 33 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND AT THE SAME ELEVATION AS THE STATION. <p>REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED BUCKLE NO 1 1959, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE GROUND. IT IS 2 FEET NORTHEAST OF TELEPHONE POLE 1497, 34 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND AT THE SAME ELEVATION AS THE STATION. <p>STATION LUSA WILL SERVE AS THE AZIMUTH MARK. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS) THE STATION AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION. REFERENCE MARK NO 1 WAS FOUND DESTROYED, POST LYING ON THE TOP OF THE GROUND. <p>TO REACH FROM THE INTERSECTION OF THE SOUTHERN PACIFIC COMPANY RAILROAD AND HALL STREET AT ARBUCKLE, GO 1.35 MILES SOUTHEAST ALONG THE RAILROAD. THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED BUCKLE 1959, 5-1/2 POLES NORTHWEST OF MILEPOLE 112, 17.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 60-1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 14.0 FEET EAST-NORTHEAST OF A WITNESS POST, IN CONCRETE POST PROJECTING 0.1 FOOT. R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED BUCKLE NO 2 1959, 53.90 FEET WEST-NORTHWEST OF THE STATION, 46.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 2 FEET NORTH OF TELEPHONE POLE 1947, IN CONCRETE POST FLUSH WITH THE GROUND. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.3 MILES SOUTHEAST OF ARBUCKLE. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 1.4 MI SE FROM ARBUCKLE. 1.35 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF HALL STREET AT ARBUCKLE, 5 1/2 POLES NORTHWEST OF MILEPOLE 112, 17.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 60 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 53.90 FEET EAST-SOUTHEAST OF R.M. 2, 54 FEET EAST-SOUTHEAST OF TELEPHONE POLE 1497, 13 FEET NORTHEAST OF A SMALL TELEPHONE POLE, 14.0 FEET EAST-NORTHEAST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (1969) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LS) THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION. THE TOP OF THE REFERENCE MARK 1 CONCRETE POST WAS FOUND SHEARED OFF SO REFERENCE MARK 3 WAS SET IN THE TOP OF THE OLD POST. THE 1959 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS-- <p>INTERSTATE HIGHWAY 5 HAS BEEN BUILT WEST OF AND ADJACENT TO THE FORMER U.S. HIGHWAY 99W WHICH RUNS BY THE STATION AND IS NOW DESIGNATED AS ROAD 99W. <p>REFERENCE MARK 3 IS A COAST AND GEODETIC SURVEY REFERENCE MARK DISK STAMPED BUCKLE 1959 NO 3 1969 CEMENTED IN A DRILL HOLE IN THE TOP OF AN IRREGULAR 12-INCH CONCRETE CYLINDER FLUSH WITH THE GROUND AND IS 44.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 33.0 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 3.5 FEET NORTHEAST OF TELEPHONE POLE 1496, AND ABOUT THE SAME ELEVATION AS THE STATION MARK. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (TM) MARK NOT FOUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. JT0097BUCKLE RM 2http://www.geocaching.com/mark/details.asp?PID=JT0097BUCKLE RM 2GeocacheGeocacheBUCKLE RM 2CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BUCKLE RM 2</h1> <b> PID </b> JT0097 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILDWOOD SCHOOL (1993) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 59 59. (N) 122 02 41. (W) SCALED <br> <b> NAVD 88 </b> 44.78 (+/-2cm) 146.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.98 (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 2 </td><td> 647,980. </td><td> 1,996,130. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 44.02 (m) 144.4 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ827171(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BUCKLE NO 2 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040415</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 1.4 MI SE FROM ARBUCKLE. 1.35 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF HALL STREET AT ARBUCKLE, 5 1/2 POLES NORTHWEST OF MILEPOLE 112, 46.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 53.90 FEET WEST-NORTHWEST OF THE STATION, 31 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF TELEPHONE POLE 1947, ABOUT 1 FOOT LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KT0320C 1078http://www.geocaching.com/mark/details.asp?PID=KT0320C 1078GeocacheGeocacheC 1078CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 1078</h1> <b> PID </b> KT0320 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MAXWELL (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 15 41. (N) 122 11 28. (W) SCALED <br> <b> NAVD 88 </b> 26.50 (+/-2cm) 86.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.64 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 677,040. </td><td> 1,983,510. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 25.743 (m) 84.46 (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: 10SEJ697460(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: C 1078 1967 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1967 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1967 0.8 MI S FROM MAXWELL. 0.8 MILE SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF OAK STREET AT MAXWELL, OPPOSITE RAILROAD BRIDGE 132.23, IN THE TOP AND 0.7 FOOT NORTH OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF TRIPLE CONCRETE BOX CULVERTS UNDER THE HIGHWAY, 42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 67.0 FEET WEST OF THE WEST RAIL, ABOUT 2 1/2 FEET LOWER THAN THE TRACK AND 1 FOOT LOWER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT0384C 1080http://www.geocaching.com/mark/details.asp?PID=KT0384C 1080GeocacheGeocacheC 1080CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 1080</h1> <b> PID </b> KT0384 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILBUR SPRINGS (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 00 29. (N) 122 24 06. (W) SCALED <br> <b> NAVD 88 </b> 527.91 (+/-2cm) 1732.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.55 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 648,980. </td><td> 1,965,210. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 527.059 (m) 1729.19 (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: 10SEJ518178(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: OUTCROP <br>STAMPING: C 1080 1967 <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1967 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1970 </td><td>GOOD</td><td>CGS</td></tr><tr><td>1989 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1967 21.1 MI W FROM WILLIAMS. 21.1 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, ON THE NORTHWEST SLOPE OF A ROCKY HILL, NEAR A POINT WHERE A CREEK CROSSES UNDER THE HIGHWAY, IN THE TOP OF AN OUTCROP PROJECTING ABOUT 2 FEET, 105 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 47 1/2 FEET SOUTH OF A FENCE, 19 FEET EAST OF THE CENTER OF A SMALL CREEK, 4.1 FEET SOUTH OF A WITNESS POST, AND ABOUT 6 FEET HIGHER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERED 1970 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1989 (TM) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT0268C 225http://www.geocaching.com/mark/details.asp?PID=KT0268C 225GeocacheGeocacheC 225CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 225</h1> <b> PID </b> KT0268 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> LEESVILLE (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 29. (N) 122 28 45. (W) SCALED <br> <b> NAVD 88 </b> 664.37 (+/-2cm) 2179.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.24 (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 2 </td><td> 665,660. </td><td> 1,958,590. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 663.517 (m) 2176.89 (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: 10SEJ449344(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: C 225 1935 <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>1935 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20040415</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1935 8.3 MI E FROM HOUGH SPRINGS. 8.3 MILES EAST ALONG THE LEESVILLE-STONYFORD ROAD FROM HOUGH SPRINGS, LAKE COUNTY, AT THE TOP OF A STEEP GRADE, 27 FEET NORTHEAST OF THE LAKE-COLUSA COUNTY-LINE SIGN, AND 22 FEET SOUTH OF THE CENTERLINE OF THE ROAD. A STANDARD DISK, STAMPED C 225 1935 AND SET IN THE TOP OF A CONCRETE POST. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KT0485C 850http://www.geocaching.com/mark/details.asp?PID=KT0485C 850GeocacheGeocacheC 850CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 850</h1> <b> PID </b> KT0485 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 07 35. (N) 122 13 01. (W) SCALED <br> <b> NAVD 88 </b> 42.50 (+/-2cm) 139.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.86 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 662,060. </td><td> 1,981,240. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 41.738 (m) 136.94 (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: 10SEJ676310(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: FOUNDATION <br>STAMPING: C 850 1949 <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>1949 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20040415</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 5.4 MI SW FROM WILLIAMS. 3.7 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, THENCE 1.7 MILES SOUTH ALONG EAST CAMP ROAD, AT A T INTERSECTION OF TWO ROADS, 66 FEET SOUTHWEST OF THE INTERSECTION OF THE CENTER LINES OF THE ROADS, 24 FEET SOUTH OF A POWER POLE, 1.1 FEET SOUTH OF THE SOUTHEAST CORNER OF A WATER TOWER, AND SET IN THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF A WATER TOWER. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. JT0626CACHEhttp://www.geocaching.com/mark/details.asp?PID=JT0626CACHEGeocacheGeocacheCACHECGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CACHE</h1> <b> PID </b> JT0626 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> GLASCOCK MTN (1993) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 58 48.47189(N) 122 19 04.53100(W) ADJUSTED <br> <b> NAVD 88 </b> 855.9 (meters) 2808. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -2.86 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.69 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 645,849.647 1</td><td>972,453.937</td><td> MT </td><td>0.99991633</td><td> -0 ' 12 01.6"</td></tr><tr><td>SPC CA 2 </td><td>2,118,925.05 6</td><td>471,292.62 </td><td> sFT </td><td>0.99991633</td><td> -0 ' 12 01.6"</td></tr><tr><td>UTM 10 </td><td>4,314,792.923 </td><td>559,078.855</td><td> MT </td><td>0.99964298</td><td> +0 ' 25 44.7"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99987038 x 0.99991633 = 0.99978672 <br> <b>UTM 10 </b> 0.99987038 x 0.99964298 = 0.99951341 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> CORTINA </td><td>064° 46' 42.4"</td></tr><tr><td>UTM 10 </td><td> CORTINA </td><td>064° 08' 56.1"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DB4235</td><td>CACHE RM 2 </td><td> 9.936 METERS</td><td>057° 49' </td></tr><tr><td>KT1852</td><td>CORTINA </td><td>APPROX.12.3 KM</td><td>064° 34' 40.8"</td></tr><tr><td>DB4233</td><td>CACHE AZ MK </td><td> </td><td>243° 38' 15.9"</td></tr><tr><td>DB4234</td><td>CACHE RM 1 </td><td> 6.155 METERS</td><td>339° 20' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 38 58 48.46654(N) 122 19 04.52457(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 38 58 48.84300(N) 122 19 00.61800(W) AD( ) 2 <br> NGVD 29 (07/19/86) 855.1 (m) 2805. (f) VERT ANG <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ5907914793(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: IN A DRILL HOLE IN ROCK LEDGE <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1939 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1949 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1973 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr><tr><td>1976 </td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) ABOUT 16 MILES SOUTHWEST OF WILLIAMS, 8 MILES NORTHEAST OF RUMSEY ON A PROMINENT POINT OF A WOODED RIDGE WHICH IS ABOUT 1.5 MILES EAST OF STATE HIGHWAY 16 IN T. 13 N., R. 4 W. STATION MARK WAS SET IN A LARGE BOULDER ON THE HIGHEST POINT OF THE KNOLL. <p>AZIMUTH MARK IS IN A BURIED BOULDER 20 YARDS WEST OF THE SOUTH END OF BRIDGE NO. 1537 OVER CACHE CREEK ON HIGHWAY 16, ABOUT 2 MILES SOUTHWEST OF STATION. ALL MARKS ARE STANDARD DISKS STAMPED CACHE 1939. <p>A 4- BY 4-INCH WHITE POST PLACED AT AZIMUTH MARK. <p>SURFACE, REFERENCE AND AZIMUTH MARKS ARE SET AS DESCRIBED IN NOTES 4, 12A AND 12A, RESPECTIVELY. <p>REACHED FROM ARBUCKLE BY TAKING OILED ROAD LEADING WEST OFF U.S. HIGHWAY 99W FROM THE UNION OIL BULK PLANT IN EASTERN EDGE OF ARBUCKLE, GO WEST ON OILED ROAD 4.4 MILES TO ARBUCKLE GOLF COURSE ON THE LEFT, TURN RIGHT (NORTH) ON GRAVEL ROAD AND GO 0.4 MILE TO SIGN RUMSEY 15 MILES - GUINDA 20 MILES, TURN LEFT AND GO 1.5 MILES TO A HOUSE ON LEFT AND Y FORK, TAKE RIGHT FORK FOR 1.8 MILES UP WIDE WASH TO SIGN PRIVATE ROAD AND FORK, TAKE RIGHT FORK FOR 2.4 MILES TO Y FORK, KEEP RIGHT FORK STRAIGHT AHEAD FOR 0.3 MILE TO A Y FORK, THENCE MAIN-TRAVELED ROAD 0.4 MILE TO A WOOD GATE, CONTINUE 1.6 MILES TO WOOD GATE, CONTINUE 0.3 MILE BETWEEN BARN AND HOUSE ACROSS CONCRETE BRIDGE TO Y FORK, KEEP LEFT FORK FOR 0.9 MILE TO WIRE GATE, THENCE MAIN-TRAVELED ROAD 2.4 MILES TO WOOD GATE, CONTINUE 1.0 MILE TO FORK, KEEP RIGHT FORK 0.6 MILE TO WIRE GATE, TURN SHARP LEFT SHORT OF THE GATE ON OLD ROAD AND GO 1.0 MILE TO SUMMIT AND END OF TRUCK TRAVEL, PACK ALONG STOCK TRAILS ON TOP OF RIDGE TO STATION (SOUTH). ONE AND ONE HALF HOURS TRUCK TRAVEL AND 30-MINUTE PACK. <p> <h2>STATION RECOVERY (1949) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WRH) THE STATION WAS RECOVERED AS DESCRIBED. ALL THE MARKS WERE IN GOOD CONDITION. A COMPLETE DESCRIPTION FOLLOWS. <p>THE STATION IS ABOUT 16 MILES AIRLINE SOUTHWEST OF WILLIAMS, ABOUT 8 MILES AIRLINE NORTHEAST OF RUMSEY AND ON THE SUMMIT OF A PROMINENT KNOLL THAT IS THE HIGHEST POINT OF A WOODED RIDGE ABOUT 2 MILES EAST OF STATE HIGHWAY 16. <p>THE STATION IS A STANDARD STATION DISK THAT IS SET IN A DRILL HOLE IN THE TOP OF A BOULDER THAT PROJECTS ABOUT 2 FEET ABOVE THE GROUND. THE DISK IS STAMPED CACHE 1939. <p>REFERENCE MARK NUMBER ONE IS ABOUT 2 FEET LOWER THAN THE STATION. IT IS A STANDARD REFERENCE MARK DISK THAT IS SET IN A DRILL HOLE IN THE TOP OF OUTCROPPING BEDROCK THAT PROJECTS ABOUT 18 INCHES ABOVE THE GROUND. THE DISK IS STAMPED CACHE NO 1 1939. <p>REFERENCE MARK NUMBER TWO IS 28 INCHES LOWER THAN THE STATION. IT IS A STANDARD REFERENCE MARK DISK THAT IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT IS FLUSH WITH THE GROUND. THE DISK IS STAMPED CACHE NO 2 1939. <p>THE AZIMUTH MARK IS LOCATED ALONG THE WEST SIDE OF STATE HIGHWAY 16. IT IS 54 FEET WEST SOUTHWEST OF THE SOUTHEAST END OF BRIDGE NUMBER 1537, 4 FEET NORTHEAST OF A FENCELINE AND 36.8 FEET WEST OF A WIRE GATE. IT IS A STANDARD AZIMUTH MARK DISK THAT IS SET IN A DRILL HOLE IN A BOULDER. THE DISK IS STAMPED CACHE 1939. <p>TO REACH THE MARK FROM THE U.S. POST OFFICE IN RUMSEY GO NORTHERLY ON STATE HIGHWAY 16 FOR 12.1 MILES TO BRIDGE NUMBER 1537 AND THE MARK NEAR BY AS DESCRIBED. <p>TO REACH THE STATION FROM THE U.S. POST OFFICE IN RUMSEY GO NORTH ON STATE HIGHWAY 16 FOR 0.4 MILE TO A GRAVEL ROAD RIGHT. TURN RIGHT, EAST, AND FOLLOW THE GRAVEL ROAD FOR 9.0 MILES TO A REVERSE Y FORK AND A SIGN RUMSEY 8. TURN SHARP LEFT AND GO 0.5 MILE TO A RED BOARD GATE. GO THROUGH THE GATE AND FOLLOW THE MAIN TRAVELED ROAD FOR 2.1 MILES TO A FORK THAT IS JUST AFTER CROSSING A CONCRETE BRIDGE IN A FARM YARD. TAKE THE LEFT FORK ON A LITTLE USED ROAD AND GO 5.0 MILES TO A FORK. TAKE THE LEFT FORK AND GO 0.1 MILE TO A FORK. TAKE THE RIGHT FORK AND GO 0.8 MILE TO A FORK THAT IS JUST AFTER YOU PASS THROUGH A WIRE GATE. TAKE THE RIGHT FORK AND GO 1.2 MILES TO THE TOP OF THE GRADE AND THE END OF TRUCK TRAVEL. FROM THIS POINT PACK TO THE LEFT ALONG THE TOP OF THE RIDGE AND THROUGH THE OAK TREES TO THE HIGHEST POINT OF THE RIDGE AND THE STATION AS DESCRIBED. <p>OBSERVATIONS TAKEN FROM A 1.27 METER STAND. <p> <h2>STATION RECOVERY (1973) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (MLS) STATION FOUND IN GOOD CONDITION AS DESCRIBED BY WALTER R. HELM IN 1949 EXCEPT AS FOLLOWS-- <p>COMPLETE NEW DESCRIPTION FOLLOWS-- <p>STATION IS LOCATED ABOUT 7.8 MILES NORTHWEST OF RUMSEY AND NOT (NORTHEAST) AS DESCRIBED IN 1939 AND 1949, AND 14.5 MILES WEST OF ARBUCKLE ON A HIGH PEAK OF CORTINA RIDGE. <p>TO REACH STATION FROM THE U.S. POST OFFICE IN ARBUCKLE GO SOUTH ON FIFTH STREET 0.2 MILE TO HILLGATE ROAD (ROAD 12), TURN RIGHT ON HILLGATE ROAD AND GO 4.7 MILES TO GOLF COURSE, TURN RIGHT ON CORTINA SCHOOL ROAD (ROAD 14) AND GO 0.35 MILE TO SAND CREEK ROAD (ROAD 13), TURN LEFT ON SAND CREEK ROAD AND GO 6.2 MILES TO ROAD FORK, TAKE RIGHT AND GO 0.4 MILE TO WOODEN GATE, GO THROUGH GATE AND CONTINUE 1.6 MILES TO METAL GATE WITH SIGN END COUNTY RD CONTINUE THROUGH GATE 0.4 MILE TO BARN AND CONCRETE BRIDGE, GO ACROSS BRIDGE AND TAKE LEFT FORK 0.2 MILE TO GATE, CONTINUE THROUGH GATE 0.7 MILE TO ANOTHER GATE, GO THROUGH GATE AND CONTINUE 2.0 MILES TO FORK, TAKE LEFT FORK AND GO 0.8 MILE TO FORK, TAKE RIGHT FORK AND GO 0.2 MILE TO FORK, TAKE RIGHT FORK AND GO 0.55 MILE TO T INTERSECTION AND SHACK, TURN LEFT AND GO 0.15 MILE TO FORK, TAKE RIGHT FORK AND GO 0.4 MILE TO FORK, TAKE LEFT FORK, GO 0.4 MILE TO FORK, TAKE LEFT FORK THROUGH GATE AND GO 0.9 MILE TO TOP OF PEAK AND STATION ON RIGHT. <p>STATION MARK IS A STANDARD DISK STAMPED CACHE 1939, SET IN DRILL HOLE IN 3-FOOT-WIDE ROCK OUTCROP PROJECTING 1.0 FOOT. <p>REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED CACHE NO 1 1939, SET IN 3-FOOT-WIDE ROCK OUTCROP PROJECTING 1.2 FEET AND 3.5 FEET LOWER THAN STATION. <p>REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED CACHE NO 2 1939, SET IN A ROCK OUTCROP 1.0 FOOT WIDE, PROJECTING 0.1 FOOT AND 2.0 FEET LOWER THAN STATION. <p>AZIMUTH MARK APPEARS TO BE DESTROYED. <p>HEIGHT OF LIGHT ABOVE STATION MARK 4.23 FEET. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.8 MILES NORTHWEST OF RUMSEY <p> <h2>STATION RECOVERY (1976) </h2> <p>RECOVERY NOTE BY CALTRANS 1976 (HDM) THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION AS DESCRIBED BY W.R. HELM IN 1949. THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND. A NEW TO REACH DESCRIPTION FOLLOWS-- <p>TO REACH THE STATION FROM THE US POST OFFICE IN ARBUCKLE, GO SOUTH ON FIFTH STREET 0.3 MILE TO HILLGATE ROAD (ROAD 12), TURN RIGHT ON HILLGATE ROAD AND GO WEST 4.7 MILES TO GOLF COURSE, TURN RIGHT ON CORTINA SCHOOL ROAD (ROAD 14) AND GO NORTH 0.35 MILE TO SAND CREEK ROAD (ROAD 13), TURN LEFT ON SAND CREEK ROAD AND GO 6.2 MILES TO ROAD FORK, TAKE RIGHT FORK AND GO 0.4 MILE TO METAL GATE, GO THROUGH GATE AND CONTINUE 1.6 MILES TO WOOD GATE AND SIGN (END COUNTY ROAD), CONTINUE THROUGH GATE 0.4 MILE TO BARN AND CONCRETE BRIDGE, GO ACROSS BRIDGE AND TAKE LEFT FORK 0.2 MILE TO GATE, CONTINUE THROUGH GATE 0.7 MILE TO ANOTHER GATE, GO THROUGH GATE AND CONTINUE 2.0 MILES TO FORK, TAKE LEFT FORK AND GO 0.8 MILE TO FORK, TAKE RIGHT FORK AND GO 0.2 MILE TO FORK, TAKE RIGHT FORK AND GO 0.65 MILE TO A TEE INTERSECTION AND SHACK, TURN LEFT AND GO 0.15 MILE TO FORK, TAKE RIGHT FORK AND GO 0.4 MILE TO FORK, TAKE LEFT FORK AND GO 0.4 MILE TO FORK, TAKE LEFT FORK THROUGH GATE AND GO 0.9 MILE TO TOP OF PEAK AND STATION ON RIGHT. KT1846CARPENTERhttp://www.geocaching.com/mark/details.asp?PID=KT1846CARPENTERGeocacheGeocacheCARPENTERCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CARPENTER</h1> <b> PID </b> KT1846 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> ARBUCKLE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 06 02.27429(N) 122 03 18.81320(W) ADJUSTED <br> <b> NAVD 88 </b> 19. (meters) 62. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.71 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.81 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was scaled from a topographic map. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 659,179.312 1</td><td>995,223.172</td><td> MT </td><td>0.99991471</td><td> -0 ' 02 05.3"</td></tr><tr><td>SPC CA 2 </td><td>2,162,657.46 6</td><td>545,994.69 </td><td> sFT </td><td>0.99991471</td><td> -0 ' 02 05.3"</td></tr><tr><td>UTM 10 </td><td>4,328,368.710 </td><td>581,694.403</td><td> MT </td><td>0.99968218</td><td> +0 ' 35 45.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000174 x 0.99991471 = 0.99991645 <br> <b>UTM 10 </b> 1.00000174 x 0.99968218 = 0.99968392 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> CARPENTER AZ MK </td><td>047° 19' 19.7"</td></tr><tr><td>UTM 10 </td><td> CARPENTER AZ MK </td><td>046° 41' 29.2"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>KT1840</td><td>COLUSA METHODIST CH SPIRE </td><td>APPROX.13.0 KM</td><td>017° 48' 54.4"</td></tr><tr><td>KT1842</td><td>COLUSA CATH CHURCH SPIRE </td><td>APPROX.13.0 KM</td><td>018° 36' 56.8"</td></tr><tr><td>KS1852</td><td>COLUSA BLACK WATER TANK </td><td>APPROX.13.4 KM</td><td>022° 32' 39.8"</td></tr><tr><td>DB5685</td><td>CARPENTER AZ MK </td><td> </td><td>047° 17' 14.4"</td></tr><tr><td>DB5686</td><td>CARPENTER RM 1 </td><td> 30.940 METERS</td><td>183° 45' </td></tr><tr><td>KT1851</td><td>SAN FRANCIS SEATTLE AWY BN 9 </td><td>APPROX. 8.4 KM</td><td>270° 21' 11.9"</td></tr><tr><td>DB5687</td><td>CARPENTER RM 2 </td><td> 39.737 METERS</td><td>276° 54' </td></tr><tr><td>KT1854</td><td>WILLIAMS MUNICIPAL TANK </td><td>APPROX. 9.8 KM</td><td>305° 45' 22.2"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 06 02.26635(N) 122 03 18.80615(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 39 06 02.65200(N) 122 03 14.90600(W) AD( ) 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ8169428369(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1939 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1958 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1973 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) ABOUT 6 MILES SOUTHEAST OF WILLIAMS, 6 MILES NORTH OF ARBUCKLE ON LAND LEASED BY D.J. CARPENTER. <p>TO REACH FROM THE MAIN INTERSECTION IN WILLIAMS, GO SOUTHEASTERLY ON U.S. HIGHWAY 99W 4.25 MILES TO CROSSROADS JUST NORTH OF RADIO RANGE STATION. TURN LEFT, EAST, AND FOLLOW GRAVEL ROAD 3.05 MILES TO WHITE BARN AND STATION IN THE NORTHEAST CORNER OF THE BARNYARD, 18 PACES NORTHEAST OF NORTHEAST CORNER OF BARN AND 5 PACES SOUTH-SOUTHEAST OF FENCE POST WITH A TRIANGLE BLAZE ON IT. <p>SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET AS DESCRIBED IN NOTES 1A, 7A, 11A AND 11A, RESPECTIVELY. <p>REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, NEAR THE NORTHWEST CORNER OF A SHED. REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, NEAR THE FENCE LINE. THE AZIMUTH MARK IS NORTHEAST OF THE STATION IN THE FENCE LINE OF A FARMYARD. ALL REFERENCE MARKS PROJECT ABOUT 4 INCHES ABOVE THE SURFACE OF THE GROUND. THE STATION MARK IS FLUSH WITH THE GROUND SURFACE. <p> <h2>STATION RECOVERY (1958) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL) THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION. THE AZIMUTH MARK WAS SEARCHED FOR BUT WAS NOT FOUND. <p>THE STATION IS LOCATED ON THE S SIDE OF MYERS ROAD, IN THE YARD OF AN ABANDONED FARMHOUSE, 46 FT. S OF THE CENTER OF MYERS ROAD, 26 FT. W OF A FORKED WALNUT TREE, 57.2 FT. W-NW OF THE NW CORNER OF A SMALL TENANT HOUSE, 45.0 FT. NW OF A BLAZED WALNUT TREE, 100.0 FT. N OF THE NW CORNER OF AN OLD BARN, AND 57.5 FT. NE OF THE NE CORNER OF A CONCRETE WATERING TROUGH. IT IS A STANDARD STATION-MARK DISK, STAMPED CARPENTER 1939, SET IN A CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND. <p>REFERENCE MARK 1 IS 2 FT. SW OF THE NW CORNER OF THE OLD BARN, AND IS 2 IN. BELOW THE SURFACE OF THE GROUND. IT IS A STANDARD REFERENCE DISK, STAMPED CARPENTER NO 1 1939, SET IN THE TOP OF A CONCRETE MONUMENT. <p>REFERENCE MARK 2 IS 31.0 FT. S OF THE CENTER OF MYERS ROAD, AND 50 FT. W OF THE CENTER OF THE ENTRANCE DRIVE, ON THE S BANK OF THE ROAD DITCH. IT IS A STANDARD REFERENCE DISK, STAMPED CARPENTER NO 2 1939, SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND. <p>THE DIRECTIONS FOR REACHING THE STATION, CONTAINED IN THE ORIGINAL DESCRIPTION, ARE ADEQUATE. <p> <h2>STATION RECOVERY (1973) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (MLS) THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED BY J.C.L. IN 1958. <p>THE AZIMUTH MARK WAS NOT SEARCHED FOR. <p>THE PREVIOUS TO REACH DESCRIPTION IS ADEQUATE. <p>THE STATION WAS NOT OBSERVED AND NO CHECK MEASUREMENTS WERE MADE ON THE REFERENCE MARKS. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--6.0 MILES NORTH OF ARBUCKLE KT1868COLAKhttp://www.geocaching.com/mark/details.asp?PID=KT1868COLAKGeocacheGeocacheCOLAKCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>COLAK</h1> <b> PID </b> KT1868 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILBUR SPRINGS (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 00 12.65002(N) 122 24 40.76996(W) ADJUSTED <br> <b> NAVD 88 </b> 657.0 (meters) 2156. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -3.39 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.54 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 648,477.721 1</td><td>964,373.284</td><td> MT </td><td>0.99991567</td><td> -0 ' 15 33.6"</td></tr><tr><td>SPC CA 2 </td><td>2,127,547.32 6</td><td>444,781.35 </td><td> sFT </td><td>0.99991567</td><td> -0 ' 15 33.6"</td></tr><tr><td>UTM 10 </td><td>4,317,331.328 </td><td>550,972.069</td><td> MT </td><td>0.99963199</td><td> +0 ' 22 13.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99990156 x 0.99991567 = 0.99981723 <br> <b>UTM 10 </b> 0.99990156 x 0.99963199 = 0.99953358 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> COLAK AZ MK </td><td>043° 23' 36.6"</td></tr><tr><td>UTM 10 </td><td> COLAK AZ MK </td><td>042° 45' 49.2"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DB5737</td><td>COLAK RM 2 </td><td> 10.372 METERS</td><td>027° 32' </td></tr><tr><td>DB5735</td><td>COLAK AZ MK </td><td> </td><td>043° 08' 03.0"</td></tr><tr><td>DB5736</td><td>COLAK RM 1 </td><td> 11.602 METERS</td><td>297° 11' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 00 12.64699(N) 122 24 40.76194(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 00 13.02917(N) 122 24 36.84431(W) AD( ) 2 <br> NGVD 29 (07/19/86) 656.2 (m) 2153. (f) VERT ANG <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ5097217331(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <br>SETTING: 0 = UNSPECIFIED SETTING <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1972 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1972 (MLS) STATION IS LOCATED ABOUT 17.6 MILES SOUTHWEST OF WILLIAMS AND ABOUT 19.3 MILES WEST OF ARBUCKLE ON THE TOP OF A HILL. <p>TO REACH STATION FROM THE INTERSECTION OF HIGHWAYS 20 AND 16 NEAR WILBUR SPRINGS STATION (DIVISION OF FORESTRY), GO WEST ON HIGHWAY 20 3.2 MILES TO AZIMUTH MARK ON LEFT, CONTINUE ON 0.6 MILE TO LOCKED *GATE ON LEFT, TURN LEFT THROUGH GATE AND FOLLOW ROUGH ROAD 0.7 MILE TO TOP OF RIDGE, TURN LEFT OFF ROAD AND FOLLOW RIDGE 0.1 MILE TO TOP OF HILL AND STATION. <p>STATION MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED COLAK 1972, SET IN CONCRETE POST PROJECTING 0.3 FOOT. <p>AN UNDERGROUND MARK IDENTICAL WITH SURFACE DISK WAS SET IN CONCRETE 3.0 FEET BELOW GROUND. <p>REFERENCE MARK 1 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED COLAK RM NO. 1 1972, SET IN CONCRETE POST PROJECTING 0.1 FOOT AND 2.0 FEET HIGHER THAN STATION. <p>REFERENCE MARK 2 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED COLAK RM NO. 2 1972, SET IN CONCRETE POST PROJECTING 0.1 FOOT AND 2.0 FEET HIGHER THAN STATION. <p>AZIMUTH MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED COLAK AZIMUTH MARK 1972, SET IN CONCRETE POST PROJECTING 0.2 FOOT, 3.0 FEET FROM FENCE AND 35.0 FEET FROM CENTER LINE OF HIGHWAY 20. <p>*KEY TO LOCK CAN BE OBTAINED FROM TERHEL FARMS INC. IN COLUSA. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.63 METERS. KS1856COLUSAhttp://www.geocaching.com/mark/details.asp?PID=KS1856COLUSAGeocacheGeocacheCOLUSACGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>COLUSA</h1> <b> PID </b> KS1856 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MERIDIAN (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 11 34.45855(N) 121 58 54.07714(W) ADJUSTED <br> <b> NAVD 88 </b> 17. (meters) 56. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 7.07 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.38 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was scaled from a topographic map. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 669,421.188 2</td><td>001,581.846</td><td> MT </td><td>0.99991645</td><td> +0 ' 00 41.6"</td></tr><tr><td>SPC CA 2 </td><td>2,196,259.35 6</td><td>566,856.44 </td><td> sFT </td><td>0.99991645</td><td> +0 ' 00 41.6"</td></tr><tr><td>UTM 10 </td><td>4,338,677.690 </td><td>587,938.422</td><td> MT </td><td>0.99969522</td><td> +0 ' 38 36.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000198 x 0.99991645 = 0.99991843 <br> <b>UTM 10 </b> 1.00000198 x 0.99969522 = 0.99969720 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> COLUSA AZ MK </td><td>331° 40' 51.9"</td></tr><tr><td>UTM 10 </td><td> COLUSA AZ MK </td><td>331° 02' 56.7"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DB7090</td><td>COLUSA RM 1 </td><td> 24.407 METERS</td><td>068° 39' </td></tr><tr><td>KS1853</td><td>MERIDIAN PG AND E RIV E MST </td><td>APPROX. 7.7 KM</td><td>132° 59' 31.2"</td></tr><tr><td>KS1854</td><td>MERIDIAN PG AND E RIV W MST </td><td>APPROX. 7.5 KM</td><td>133° 40' 59.1"</td></tr><tr><td>DB7091</td><td>COLUSA RM 2 </td><td> 30.940 METERS</td><td>134° 02' </td></tr><tr><td>KT1840</td><td>COLUSA METHODIST CH SPIRE </td><td>APPROX. 3.2 KM</td><td>312° 01' 52.0"</td></tr><tr><td>KT1842</td><td>COLUSA CATH CHURCH SPIRE </td><td>APPROX. 3.0 KM</td><td>313° 31' 27.3"</td></tr><tr><td>KT1839</td><td>COLUSA WEST MUNICIPAL TANK </td><td>APPROX. 3.7 KM</td><td>314° 06' 17.4"</td></tr><tr><td>KT1841</td><td>COLUSA EAST MUNICIPAL TANK </td><td>APPROX. 3.7 KM</td><td>314° 16' 21.8"</td></tr><tr><td>KS1852</td><td>COLUSA BLACK WATER TANK </td><td>APPROX. 2.4 KM</td><td>329° 28' 51.3"</td></tr><tr><td>DB7089</td><td>COLUSA AZ MK </td><td> </td><td>331° 41' 33.5"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 11 34.44924(N) 121 58 54.07110(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 39 11 34.84300(N) 121 58 50.16500(W) AD( ) 1 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ8793838678(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1939 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1952 </td><td>SEE DESCRIPTION </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) STATION IS LOCATED ON THE PROPERTY OF VERNON HINRICHS OF COLUSA, 2 MILES, AIRLINE, SOUTHEAST OF COLUSA AND ON THE EAST SIDE OF THE RIVER. IT IS ON A SMALL KNOLL THAT IS ABOUT 10 FEET HIGHER THAN THE SURROUNDING GROUND LEVEL AND HAS THE SCOGGINS RANCH BUILDINGS LOCATED ON IT, THE PROPERTY LINE BEING JUST WEST OF THE CEMENT FLOORS AND SHEDS. <p>TO REACH FROM THE NORTH END OF THE SACRAMENTO RIVER BRIDGE IN COLUSA, TURN RIGHT AND FOLLOW THE HIGHWAY SOUTHWARD 2.3 MILES, THENCE LEFT INTO THE SCOGGINS RANCH AND STATION SITE, WHICH IS JUST EAST OF AN OLD BARN AND NORTH OF THE PRUNE DRYING SHEDS. <p>STATION MARK IS SET IN A SQUARE-CONCRETE POST THAT IS FLUSH WITH THE GROUND. REFERENCE MARK NO. 1 IS EAST-NORTHEAST OF THE STATION AND NEAR A FENCE LINE. REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION SET IN THE CEMENT FLOOR OF THE DRYING SHEDS. THE AZIMUTH MARK IS NORTH-NORTHWEST OF THE STATION NEAR A FENCE LINE THAT RUNS ALONG THE EAST SIDE OF A YELLOW RANCH HOUSE. <p>SURFACE, UNDERGROUND, REFERENCE NO. 1 AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET AS DESCRIBED IN NOTES 1A, 7A, 11A AND 11A, RESPECTIVELY. <p>A 4- BY 4-INCH WHITE POST WAS PLACED AT REFERENCE MARK NO. 1. <p> <h2>STATION RECOVERY (1952) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952 REFERENCE MARK 2 WAS FOUND AS DESCRIBED. WHEN DISTANCE AND DIRECTION WAS PACED OFF, STATION APPEARED TO BE UNDER CONCRETE FLOOR OF NEW SHED. KS1852COLUSA BLACK WATER TANKhttp://www.geocaching.com/mark/details.asp?PID=KS1852COLUSA BLACK WATER TANKGeocacheGeocacheCOLUSA BLACK WATER TANKCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>COLUSA BLACK WATER TANK</h1> <b> PID </b> KS1852 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MERIDIAN (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 12 42.17810(N) 121 59 45.39408(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 6.98 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.37 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in 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> <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 2 </td><td> 671,509.246 2</td><td>000,350.382</td><td> MT </td><td>0.99991712</td><td> +0 ' 00 09.2"</td></tr><tr><td>SPC CA 2 </td><td>2,203,109.92 6</td><td>562,816.21 </td><td> sFT </td><td>0.99991712</td><td> +0 ' 00 09.2"</td></tr><tr><td>UTM 10 </td><td>4,340,751.573 </td><td>586,684.277</td><td> MT </td><td>0.99969252</td><td> +0 ' 38 05.3"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 12 42.16891(N) 121 59 45.38812(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 39 12 42.56300(N) 121 59 41.48100(W) AD( ) 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ8668440752(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>1939 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) LOCATED AT AN OLD RICE MILL AT THE EASTERN EDGE OF THE TOWN OF COLUSA. THIS IS AN ELEVATED WOODEN TANK ABOUT 125 FEET HIGH. THE TANK IS QUITE OLD AND IS LISTING TO THE WESTWARD. <p>OBJECT OBSERVED ON WAS CENTER OF TOP OF TANK. KT1842COLUSA CATH CHURCH SPIREhttp://www.geocaching.com/mark/details.asp?PID=KT1842COLUSA CATH CHURCH SPIREGeocacheGeocacheCOLUSA CATH CHURCH SPIRECGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>COLUSA CATH CHURCH SPIRE</h1> <b> PID </b> KT1842 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> COLUSA (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 12 42.12351(N) 122 00 25.66912(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 6.70 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.41 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in 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> <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 2 </td><td> 671,507.579 1</td><td>999,384.223</td><td> MT </td><td>0.99991712</td><td> -0 ' 00 16.2"</td></tr><tr><td>SPC CA 2 </td><td>2,203,104.45 6</td><td>559,646.40 </td><td> sFT </td><td>0.99991712</td><td> -0 ' 00 16.2"</td></tr><tr><td>UTM 10 </td><td>4,340,739.248 </td><td>585,718.413</td><td> MT </td><td>0.99969047</td><td> +0 ' 37 39.8"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 12 42.11438(N) 122 00 25.66306(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 39 12 42.51000(N) 122 00 21.75400(W) AD( ) 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ8571840739(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>1939 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) LOCATED AT THE SOUTHEAST CORNER OF THE INTERSECTION OF FOURTH AND OAK STREETS IN THE TOWN OF COLUSA. <p>THE CHURCH IS A RED BRICK BUILDING WITH A TALL WHITE-ROOFED SPIRE AND CROSS AT THE FRONT (NORTH) END. KT1841COLUSA EAST MUNICIPAL TANKhttp://www.geocaching.com/mark/details.asp?PID=KT1841COLUSA EAST MUNICIPAL TANKGeocacheGeocacheCOLUSA EAST MUNICIPAL TANKCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>COLUSA EAST MUNICIPAL TANK</h1> <b> PID </b> KT1841 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> COLUSA (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 12 58.58783(N) 122 00 45.02664(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 6.54 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.42 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in 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> <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 2 </td><td> 672,015.327 1</td><td>998,919.924</td><td> MT </td><td>0.99991730</td><td> -0 ' 00 28.4"</td></tr><tr><td>SPC CA 2 </td><td>2,204,770.29 6</td><td>558,123.12 </td><td> sFT </td><td>0.99991730</td><td> -0 ' 00 28.4"</td></tr><tr><td>UTM 10 </td><td>4,341,241.727 </td><td>585,248.647</td><td> MT </td><td>0.99968948</td><td> +0 ' 37 27.8"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 12 58.57886(N) 122 00 45.02075(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 39 12 58.97500(N) 122 00 41.11200(W) AD( ) 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ8524941242(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>1939 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1958 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) LOCATED ON THE GROUNDS OF THE COLUSA MUNICIPAL WATERWORKS IN THE TOWN OF COLUSA AT THE NORTHEAST CORNER OF THE INTERSECTION OF NINTH AND MAIN STREETS AND ABOUT 23 PACES EAST OF A SLIGHTLY SMALLER TOWER OF THE SAME APPROXIMATE HEIGHT. <p>THIS IS AN ELEVATED STEEL TANK ABOUT 130 FEET TALL. THE SIDES AND ROOF OF THE TANK ARE PAINTED WHITE. <p>OBJECT OBSERVED ON WAS CENTER OF TOP OF TANK. <p> <h2>STATION RECOVERY (1958) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCL) THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE DESCRIPTION IS ADEQUATE AND COMPLETE. KT1840COLUSA METHODIST CH SPIREhttp://www.geocaching.com/mark/details.asp?PID=KT1840COLUSA METHODIST CH SPIREGeocacheGeocacheCOLUSA METHODIST CH SPIRECGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>COLUSA METHODIST CH SPIRE</h1> <b> PID </b> KT1840 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> COLUSA (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 12 43.77765(N) 122 00 32.94713(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 6.63 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.42 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in 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> <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 2 </td><td> 671,558.602 1</td><td>999,209.635</td><td> MT </td><td>0.99991714</td><td> -0 ' 00 20.8"</td></tr><tr><td>SPC CA 2 </td><td>2,203,271.85 6</td><td>559,073.61 </td><td> sFT </td><td>0.99991714</td><td> -0 ' 00 20.8"</td></tr><tr><td>UTM 10 </td><td>4,340,788.330 </td><td>585,543.313</td><td> MT </td><td>0.99969010</td><td> +0 ' 37 35.2"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 12 43.76859(N) 122 00 32.94113(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 39 12 44.16200(N) 122 00 29.03000(W) AD( ) 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ8554340788(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>1939 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF FIFTH AND OAK STREETS IN THE TOWN OF COLUSA. <p>THE CHURCH IS A RED BRICK BUILDING WITH A TALL DARK-COLORED SPIRE RISING FROM NEAR THE CENTER OF THE BUILDING. <p>NOTE--DIRECTION TAKEN ONLY, NO POSITION. DIRECTION TAKEN TO TOP OF SPIRE. KT1839COLUSA WEST MUNICIPAL TANKhttp://www.geocaching.com/mark/details.asp?PID=KT1839COLUSA WEST MUNICIPAL TANKGeocacheGeocacheCOLUSA WEST MUNICIPAL TANKCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>COLUSA WEST MUNICIPAL TANK</h1> <b> PID </b> KT1839 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> COLUSA (1991) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 12 58.77727(N) 122 00 45.93061(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 6.53 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.42 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in 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> <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 2 </td><td> 672,021.171 1</td><td>998,898.241</td><td> MT </td><td>0.99991730</td><td> -0 ' 00 29.0"</td></tr><tr><td>SPC CA 2 </td><td>2,204,789.46 6</td><td>558,051.98 </td><td> sFT </td><td>0.99991730</td><td> -0 ' 00 29.0"</td></tr><tr><td>UTM 10 </td><td>4,341,247.330 </td><td>585,226.905</td><td> MT </td><td>0.99968943</td><td> +0 ' 37 27.2"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 12 58.76830(N) 122 00 45.92471(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 39 12 59.16500(N) 122 00 42.01600(W) AD( ) 3 <br> <p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ8522741247(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>1939 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) LOCATED ON THE GROUND S OF THE MUNICIPAL WATERWORKS OF THE TOWN OF COLUSA AT THE NORTHEAST CORNER OF THE INTERSECTION OF NINTH AND MAIN STREETS, AND 23 PACES WEST OF A SLIGHTLY SMALLER TOWER OF THE SAME APPROXIMATE HEIGHT. <p>THIS IS AN ELEVATED STEEL WATER TOWER ABOUT 130 FEET TALL. THE SIDES AND ROOF ARE PAINTED WHITE. <p>OBJECT OBSERVED ON WAS CENTER OF TOP OF TANK. KT1869COOKShttp://www.geocaching.com/mark/details.asp?PID=KT1869COOKSGeocacheGeocacheCOOKSCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>COOKS</h1> <b> PID </b> KT1869 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> LEESVILLE (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 14 26.54093(N) 122 29 47.20479(W) ADJUSTED <br> <b> NAVD 88 </b> 675.1 (meters) 2215. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -6.26 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.12 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 674,844.457 1</td><td>957,144.491</td><td> MT </td><td>0.99991837</td><td> -0 ' 18 46.8"</td></tr><tr><td>SPC CA 2 </td><td>2,214,052.19 6</td><td>421,064.88 </td><td> sFT </td><td>0.99991837</td><td> -0 ' 18 46.8"</td></tr><tr><td>UTM 10 </td><td>4,343,609.317 </td><td>543,455.633</td><td> MT </td><td>0.99962325</td><td> +0 ' 19 06.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99989865 x 0.99991837 = 0.99981703 <br> <b>UTM 10 </b> 0.99989865 x 0.99962325 = 0.99952194 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> COOKS AZ MK </td><td>129° 02' 51.2"</td></tr><tr><td>UTM 10 </td><td> COOKS AZ MK </td><td>128° 24' 57.6"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DB5746</td><td>COOKS AZ MK </td><td> </td><td>128° 44' 04.4"</td></tr><tr><td>DB5747</td><td>COOKS RM 1 </td><td> 8.040 METERS</td><td>144° 55' </td></tr><tr><td>DB5748</td><td>COOKS RM 2 </td><td> 4.054 METERS</td><td>272° 50' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 14 26.53461(N) 122 29 47.20265(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 39 14 26.93878(N) 122 29 43.25736(W) AD( ) 1 <br> NGVD 29 (07/19/86) 674.3 (m) 2212. (f) VERT ANG <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ4345643609(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: IN A DRILL HOLE IN ROCK LEDGE <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1939 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1949 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) STATION IS LOCATED ABOUT 20 MILES NORTH OF WEST OF WILLIAMS, 4-1/2 MILES WEST OF SOUTH OF LODOGA, AND 2 MILES SOUTHEAST OF COOKS SPRING ON THE SUMMIT OF A PROMINENT BRUSHY RIDGE LYING WEST OF THE HEAD OF BEAR VALLEY. <p>TO REACH FROM WILLIAMS, FOLLOW STATE HIGHWAY 20 WEST 5.9 MILES, THENCE RIGHT FORK, OILED ROAD, AND GO WEST THROUGH MOUNTAIN HOUSE AND OVER LEESVILLE GRADE 15.0 MILES TO LEESVILLE, A RANCH AND OLD STORE ON LEFT. FROM LEESVILLE, CONTINUE ON BARTLETT SPRINGS ROAD, WEST, 0.3 MILE, THENCE LEFT FORK, ROAD TO BARTLETT SPRINGS, 1.3 MILES, THENCE RIGHT FORK, DIRT ROAD, AND FOLLOW MAIN-TRAVELED ROAD WEST AND NORTHWEST 3.95 MILES TO GATE. HERE TURN SHARPLY RIGHT, NORTH, UP VALLEY 0.9 MILE TO CROSSROADS ABOUT 50 YARDS NORTH OF GATE WITH RANCH HOUSE 1/2 MILE TO WEST. TAKE RIGHT HAND ROAD, EAST, UP EAST SIDE OF MAIN VALLEY 1.7 MILES TO A BOARD GATE. TURN LEFT ON DIM TRAIL BEFORE PASSING GATE AND FOLLOW SOUTHWEST 0.2 MILE TO BOARD GATE AND END OF TRUCK TRAVEL. PACK UP RIDGES IN A WEST-NORTHWEST DIRECTION FOR ABOUT 1 MILE TO HIGHEST POINT AND STATION, ABOUT A 700-FOOT CLIMB. <p>REFERENCE MARK NO. 1 IS SOUTH-SOUTHEAST OF THE STATION AND ABOUT 4 FEET LOWER. REFERENCE MARK NO. 2 IS WEST OF THE STATION AND ABOUT 3 FEET LOWER IN ELEVATION. THE AZIMUTH MARK IS ABOUT 1/2 MILE, AIRLINE, SOUTHEAST OF THE STATION AT THE NORTHEAST END OF A LARGE ROCK OUTCROP. IT IS ABOUT 0.1 MILE SOUTHWEST OF THE END OF TRUCK TRAVEL, 30 YARDS NORTHEAST OF AN OLD BUILDING, AND 0.1 MILE NORTHWEST OF AN OLD BARN. <p>SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET AS DESCRIBED IN NOTES 4, 12A AND 12A, RESPECTIVELY. <p> <h2>STATION RECOVERY (1949) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WRH) THE STATION WAS RECOVERED AS DESCRIBED AND ALL THE MARKS WERE IN GOOD CONDITION. A COMPLETE DESCRIPTION FOLLOWS. <p>THE STATION IS LOCATED ABOUT 4 MILES AIRLINE SOUTH OF LODOGA, ABOUT 20 MILES AIRLINE WEST OF WILLIAMS, AND ABOUT 25 MILES AIRLINE SOUTHWEST OF WILLOWS. IT IS ON THE SUMMIT OF A PROMINENT BRUSHY RIDGE THAT LIES WEST OF THE NORTH END OF BEAR VALLEY. <p>THE STATION IS ON THE HIGHEST POINT OF THE RIDGE. IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE TOP OF A LARGE BOULDER THAT PROJECTS 1-1/2 FEET ABOVE THE GROUND. THE DISK IS STAMPED--COOKS 1939. <p>REFERENCE MARK NUMBER ONE IS ABOUT 4 FEET LOWER THAN THE STATION AND ABOUT 18 FEET EAST OF THE CREST OF THE RIDGE. IT IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 2-1/2 FEET ABOVE THE GROUND ON THE SOUTHEAST SIDE. THE DISK IS STAMPED--COOKS NO 1 1939. <p>REFERENCE MARK NUMBER TWO IS 2-1/2 FEET LOWER THAN THE STATION AND IS WEST OF THE CREST OF THE RIDGE. IT IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 3 INCHES ABOVE THE GROUND. THE DISK IS STAMPED--COOKS NO 2 1939. <p>THE AZIMUTH MARK IS 150 FEET WEST OF A FENCE LINE, ABOUT 0.1 MILE SOUTHWEST OF THE END OF TRUCK TRAVEL, AND 30 YARDS NORTHEAST OF AN OLD BUILDING, AND 30 FEET SOUTHEAST OF A CLUMP OF SMALL OAK TREES. IT IS A STANDARD DISK SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 2 FEET ABOVE THE GROUND. THE DISK IS STAMPED--COOKS 1939. TO REACH THE MARK FROM THE STATION PACK SOUTHEASTERLY DOWN THE SLOPE TO THE OLD BUILDINGS THAT ARE NEAR THE END OF TRUCK TRAVEL AND THE MARK IS IN THE OUTCROPPING BEDROCK AS DESCRIBED. <p>TO REACH THE STATION FROM LEESVILLE GO WEST ON THE BARTLETT SPRINGS ROAD FOR 0.3 MILE TO A T-ROAD RIGHT. KEEP STRAIGHT AHEAD ON THE BARTLETT SPRINGS ROAD FOR 1.3 MILES TO A DIRT ROAD TO THE RIGHT. TURN RIGHT AND FOLLOW THE MAIN TRAVELED ROAD WEST AND NORTHWEST FOR 3.9 MILES TO A LOCKED GATE IN A FARM YARD. GO THROUGH THE GATE AND FOLLOW THE MAIN TRAVELED ROAD, NORTH, FOR 0.9 MILE TO A T-ROAD. TURN RIGHT, EAST, AND FOLLOW THE ROAD AROUND THE EAST SIDE OF BEAR VALLEY FOR 1.7 MILES TO A BOARD GATE. TURN LEFT, WEST, BEFORE REACHING THE BOARD GATE AND FOLLOW THE DIM ROAD FOR 0.2 MILE TO A GATE AND THE END OF TRUCK TRAVEL JUST BEFORE REACHING SOME OLD BUILDINGS. FROM THIS POINT PACK NORTHWESTERLY TO THE SUMMIT OF THE RIDGE AND THE STATION IS ON THE HIGHEST POINT AS DESCRIBED. NOTE--THE PACK WILL REQUIRE ABOUT 1/2 HOUR. KT1856CORThttp://www.geocaching.com/mark/details.asp?PID=KT1856CORTGeocacheGeocacheCORTNGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CORT</h1> <b> PID </b> KT1856 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 13 32.68146(N) 122 11 26.88395(W) ADJUSTED <br> <b> NAVD 88 </b> 25.8 (meters) 85. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 0.63 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.72 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 673,083.867 1</td><td>983,525.605</td><td> MT </td><td>0.99991769</td><td> -0 ' 07 13.1"</td></tr><tr><td>SPC CA 2 </td><td>2,208,275.99 6</td><td>507,616.92 </td><td> sFT </td><td>0.99991769</td><td> -0 ' 07 13.1"</td></tr><tr><td>UTM 10 </td><td>4,342,140.139 </td><td>569,847.222</td><td> MT </td><td>0.99966007</td><td> +0 ' 30 42.3"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000062 x 0.99991769 = 0.99991831 <br> <b>UTM 10 </b> 1.00000062 x 0.99966007 = 0.99966069 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> RIZ RM 3 </td><td>359° 52' 20.5"</td></tr><tr><td>UTM 10 </td><td> RIZ RM 3 </td><td>359° 14' 25.1"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DB5755</td><td>CORT RM 1 </td><td> 27.701 METERS</td><td>020° 35' </td></tr><tr><td>KT1854</td><td>WILLIAMS MUNICIPAL TANK </td><td>APPROX. 9.0 KM</td><td>155° 10' 05.4"</td></tr><tr><td>DB5756</td><td>CORT RM 2 </td><td> 28.722 METERS</td><td>185° 55' </td></tr><tr><td>KT1831</td><td>MAXWELL WATER TANK </td><td>APPROX. 5.7 KM</td><td>358° 04' 42.6"</td></tr><tr><td>KT1838</td><td>RIZ RM 3 </td><td>APPROX.25.0 KM</td><td>359° 45' 07.4"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 13 32.67460(N) 122 11 26.87796(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 39 13 33.07219(N) 122 11 22.96836(W) AD( ) 1 <br> NGVD 29 (07/19/86) 25.0 (m) 82. (f) VERT ANG <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ6984742140(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: TOP OF SQUARE CONCRETE MONUMENT <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1971 </td><td>MONUMENTED </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (WMJ) THE STATION IS ABOUT 3.5 MILES SOUTH OF MAXWELL, 5 MILES NORTHWEST OF WILLIAMS AND ON PROPERTY OWNED BY MR. JIM BOWEN OF WILLIAMS, CALIFORNIA. <p>TO REACH FROM THE POST OFFICE IN MAXWELL GO EAST ON OAK STREET FOR 0.2 MILE TO AN INTERSECTION. TURN RIGHT AND GO SOUTH ON OLD U.S. HIGHWAY 99 FOR 3.55 MILES TO A Y-FORK AND A FIELD ROAD ON THE RIGHT. TURN RIGHT AND GO WEST ON THE FIELD ROAD FOR ABOUT 75 FEET TO THE MARK ON THE RIGHT. TRIANGULATION STATION DRIER 1959 WAS USED AS THE AZIMUTH MARK, SEE DESCRIPTION THEREOF. <p>THE STATION MARKS ARE STANDARD DISKS STAMPED CORT 1971, THE SURFACE MARK IS SET IN TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT WHICH PROJECTS 6 INCHES AND THE UNDERGROUND MARK IS SET IN A MASS OF CONCRETE ABOUT 40 INCHES BELOW GROUND SURFACE. IT IS 88 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 29 FEET NORTHWEST OF THE NORTHWEST END OF A CANAL LOCK HEADWALL AND 6 FEET SOUTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED. <p>REFERENCE MARK 1 IS A STANDARD DISK STAMPED CORT NO 1 1971, SET IN TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT WHICH PROJECTS 4 INCHES. IT IS 92 FEET NORTH-NORTHEAST OF A METAL WITNESS POST WITH SIGN ATTACHED, 40 FEET WEST OF THE CENTERLINE OF THE HIGHWAY AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE. <p>REFERENCE MARK 2 IS A STANDARD DISK STAMPED CORT NO 2 1971, SET IN TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT WHICH PROJECTS 3 INCHES. IT IS 120 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 66 FEET SOUTHWEST OF THE SOUTHWEST END OF THE CANAL LOCK HEADWALL AND 2 FEET WEST OF A METAL WITNESS POST WITH SIGN ATTACHED. <p>HEIGHT OF LIGHT ABOVE STATION MARK 34.6 METERS. KT1852CORTINAhttp://www.geocaching.com/mark/details.asp?PID=KT1852CORTINAGeocacheGeocacheCORTINACGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CORTINA</h1> <b> PID </b> KT1852 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> CORTINA CREEK (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 01 39.42153(N) 122 11 22.74382(W) ADJUSTED <br> <b> NAVD 88 </b> 213.8 (meters) 701. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -2.48 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.92 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 651,089.839 1</td><td>983,579.004</td><td> MT </td><td>0.99991517</td><td> -0 ' 07 10.4"</td></tr><tr><td>SPC CA 2 </td><td>2,136,117.25 6</td><td>507,792.12 </td><td> sFT </td><td>0.99991517</td><td> -0 ' 07 10.4"</td></tr><tr><td>UTM 10 </td><td>4,320,153.644 </td><td>570,142.739</td><td> MT </td><td>0.99966058</td><td> +0 ' 30 37.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99997115 x 0.99991517 = 0.99988632 <br> <b>UTM 10 </b> 0.99997115 x 0.99966058 = 0.99963174 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> CORTINA AZ MK </td><td>086° 49' 29.0"</td></tr><tr><td>UTM 10 </td><td> CORTINA AZ MK </td><td>086° 11' 41.5"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>KT1853</td><td>SAN FRANCIS SEATTLE AWY BN 10 </td><td>APPROX.21.4 KM</td><td>008° 36' 13.4"</td></tr><tr><td>KT1854</td><td>WILLIAMS MUNICIPAL TANK </td><td>APPROX.14.3 KM</td><td>014° 56' 15.8"</td></tr><tr><td>KT1851</td><td>SAN FRANCIS SEATTLE AWY BN 9 </td><td>APPROX. 8.8 KM</td><td>021° 50' 17.1"</td></tr><tr><td>DB5758</td><td>CORTINA RM 1 </td><td> 25.150 METERS</td><td>057° 37' </td></tr><tr><td>DB5757</td><td>CORTINA AZ MK </td><td> </td><td>086° 42' 18.6"</td></tr><tr><td>JT0591</td><td>SAN FRAN SEATTLE AWY BCN 8B </td><td>APPROX.11.9 KM</td><td>135° 10' 19.7"</td></tr><tr><td>DB5759</td><td>CORTINA RM 2 </td><td> 22.330 METERS</td><td>342° 48' </td></tr><tr><td>KT1831</td><td>MAXWELL WATER TANK </td><td>APPROX.27.7 KM</td><td>359° 23' 58.1"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 01 39.41529(N) 122 11 22.73600(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 39 01 39.79600(N) 122 11 18.83300(W) AD( ) 1 <br> NGVD 29 (07/19/86) 213.0 (m) 699. (f) VERT ANG <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ7014320154(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1939 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1959 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1973 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr><tr><td>1974 </td><td>SEE DESCRIPTION </td><td>USGS</td></tr><tr><td>1976 </td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) ABOUT 9-1/2 MILES SOUTHWEST OF WILLIAMS AND 8 MILES WEST OF ARBUCKLE ON THE SUMMIT OF A LOW, WOODED HILL BETWEEN SAND CREEK AND CORTINA CREEK, IN T. 14 N., R. 3 W. <p>TO REACH FROM ARBUCKLE, TURN WEST OFF HIGHWAY 99W AT THE UNION OIL BULK PLANT ONTO AN OILED ROAD, FOLLOW ROAD WEST FOR 4.9 MILES TO A GOLF COURSE ON THE LEFT AND THE END OF THE OILED ROAD. TURN RIGHT (NORTH) ON MAIN-TRAVELED ROAD FOR 0.35 MILE TO INTERSECTION AT SIGN RUMSEY 15- GUINDA 20- LAKE COUNTY, TURN LEFT (WEST) ALONG SOUTH SIDE OF A WASH AND GO 1.5 MILES TO A DIM TRACK ROAD ACROSS WASH, TURN RIGHT (NORTH) AND GO 0.6 MILE TO STEEL POWER-LINE POLE, TURN SHARP LEFT AND GO 0.65 MILE TO FORK, KEEP LEFT FORK FOR 0.25 MILE TO WASH, CROSS WASH AND CONTINUE ON TRACK ROAD 1.3 MILES TO A WIRE GATE, CONTINUE THROUGH GATE ABOUT 75 YARDS TO TOP OF HILL AND STATION. ROAD WOULD BE IMPASSABLE IN WET WEATHER FOR A TRUCK. <p>AZIMUTH MARK IS ABOUT 40 PACES NORTHWEST OF A TRIANGULAR BLAZE ON AN EVERGREEN TREE. ALL MARKS ARE STANDARD BRONZE DISKS STAMPED CORTINA 1939. <p>SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE SET AS DESCRIBED IN NOTES 1A, 7A, 11A AND 11A, RESPECTIVELY. <p>A 4- BY 4-INCH WHITE POST WAS PLACED AT STATION MARK. <p> <h2>STATION RECOVERY (1959) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JEG) THE STATION WAS RECOVERED AND STATION MARK AND REFERENCE MARKS FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS NOT SEARCHED FOR. A COMPLETE DESCRIPTION FOLLOWS. <p>THE STATION IS LOCATED ON THE SUMMIT OF A LOW, TIMBERED HILL THAT LIES BETWEEN SAND CREEK AND CORTINA CREEK. IT IS, AIRLINE, ABOUT 9-1/2 MILES SOUTHWEST OF WILLIAMS AND 8 MILES WEST OF ARBUCKLE. <p>TO REACH FROM THE POST OFFICE IN ARBUCKLE, GO SOUTH ON 5TH STREET FOR 0.3 MILE TO HIGHWAY OVERPASS AND A PAVED CROSSROAD. TURN RIGHT AND GO WEST FOR 4.7 MILES TO OLD GOLF COURSE ON LEFT. TURN LEFT AND GO 0.3 MILE TO A T-ROAD LEFT. TURN LEFT AND GO WEST ON PAVED ROAD FOR 0.75 MILE TO A FORK. TAKE RIGHT FORK, CROSSING WIDE, GRAVELLY WASH, FOR 0.2 MILE TO A GATE BEHIND GRAVEL PILES. PASS THROUGH GATE AND FOLLOW ROAD UPGRADE FOR 0.35 MILE TO A T-ROAD BY A HIGH-TENSION LINE TOWER. TURN SHARP LEFT AND FOLLOW MAIN ROAD FOR 0.5 MILE TO A FORK. TAKE LEFT FORK, DOWNGRADE, FOR 0.2 MILE TO A GATE AT BOTTOM OF GRADE. PASS THROUGH AND FOLLOW ROAD UPGRADE FOR 0.3 MILE TO A FORK. TAKE LEFT FORK AND GO 1.0 MILE TO A GATE IN FENCE LINE ON LEFT AT TOP OF RIDGE. PASS THROUGH GATE AND GO WEST FOR ABOUT 75 YARDS TO STATION. <p>THE STATION MARK IS A STANDARD DISK STAMPED CORTINA 1939, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE GROUND. IT IS 3.4 FEET SOUTHEAST OF A WHITE WITNESS POST AND UNDER A LARGE TRIPOD SIGNAL. <p>REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED CORTINA NO 1 1939, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 2 INCHES. IT IS ABOUT 6 FEET LOWER THAN THE STATION. <p>REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED CORTINA NO 2 1939, SET IN THE TOP OF A 12-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE GROUND. IT IS ABOUT 3 FEET LOWER THAN THE STATION. <p> <h2>STATION RECOVERY (1973) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (MLS) THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION AS DESCRIBED BY J. E. GUTH IN 1959. AZIMUTH MARK WAS NOT SEARCHED FOR. <p>A NEW TO REACH DESCRIPTION FOLLOWS-- <p>TO REACH STATION FROM THE U.S. POST OFFICE IN ARBUCKLE, GO SOUTH OF FIFTH STREET 0.2 MILE TO HILLGATE (ROAD 12), TURN RIGHT ON HILLGATE AND GO 4.7 MILES TO GOLF COURSE ON LEFT, TURN RIGHT ON CORTINA SCHOOL ROAD (ROAD 14) AND GO 0.8 MILE TO DIRT ROAD ON LEFT, TURN LEFT ON DIRT ROAD AND GO 0.1 MILE TO GATE ON TOP OF THE NORTH SIDE OF A LARGE WASH, GO THROUGH GATE AND CONTINUE 1.3 MILES TO ROAD FORK, TAKE RIGHT FORK AND GO 0.3 MILE TO ROAD FORK, TAKE LEFT FORK, GO 1.0 MILE TO TOP OF GRADE, STATION IS ON TOP OF A HILL ABOUT 270 FEET LEFT OF ROAD. <p>HEIGHT OF LIGHT ABOVE STATION MARK 5.12 FEET. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 8.0 MILES WEST OF ARBUCKLE. <p> <h2>STATION RECOVERY (1974) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (WAO) FROM THE OVERPASS ON INTERSTATE 5 AT THE SOUTH END OF ARBUCKLE GO WEST ON HILLGATE ROAD FOR 4.6 MILES, TURN RIGHT AND GO NORTH ON CORTINA SCHOOL ROAD FOR 0.8 MILES, TURN LEFT AND GO 0.1 MILES TO LOCKED GATE AT SOUTH EDGE OF GRAIN FIELD, (CONTACT HIRAM KALFSBEEK IN COLLEGE CITY FOR KEY AND PERMISSION TO ENTER), PASS THROUGH GATE AND FOLLOW MAIN ROAD ALONG S EDGE OF GRAIN FIELD FOR 1.3 MI TO T RD, TAKE RIGHT FORK AND GO 0.4 MI TO Y RD IN DRAIN CROSSING, TAKE RIGHT FORK AND GO 0.3 MI TO Y RD, TAKE LEFT FORK AND FOLLOW MAIN ROAD FOR 0.9 MI TO A LOCKED GATE IN N-S FENCE ON LEFT. END TRUCK TRAVEL AND PACK W 100 YDS TO TOP AND STA <p> <h2>STATION RECOVERY (1976) </h2> <p>RECOVERY NOTE BY CALTRANS 1976 (HDM) THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED. AZIMUTH MARK WAS NOT SEARCHED FOR. STATION WAS VISITED BY A LIGHTKEEPER ONLY. KT1883CRACKERhttp://www.geocaching.com/mark/details.asp?PID=KT1883CRACKERGeocacheGeocacheCRACKERCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CRACKER</h1> <b> PID </b> KT1883 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> GILMORE PEAK (1968) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 18 42.37101(N) 122 36 12.80829(W) ADJUSTED <br> <b> NAVD 88 </b> 1104.3 (meters) 3623. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -9.19 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -28.71 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 682,789.183 1</td><td>947,950.594</td><td> MT </td><td>0.99992250</td><td> -0 ' 22 49.9"</td></tr><tr><td>SPC CA 2 </td><td>2,240,117.51 6</td><td>390,901.24 </td><td> sFT </td><td>0.99992250</td><td> -0 ' 22 49.9"</td></tr><tr><td>UTM 10 </td><td>4,351,449.843 </td><td>534,177.514</td><td> MT </td><td>0.99961438</td><td> +0 ' 15 04.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99983128 x 0.99992250 = 0.99975379 <br> <b>UTM 10 </b> 0.99983128 x 0.99961438 = 0.99944573 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> CRACKER AZ MK </td><td>304° 58' 11.1"</td></tr><tr><td>UTM 10 </td><td> CRACKER AZ MK </td><td>304° 20' 17.0"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DB5764</td><td>CRACKER RM 1 </td><td> 8.717 METERS</td><td>078° 17' </td></tr><tr><td>DB5763</td><td>CRACKER AZ MK </td><td> </td><td>304° 35' 21.2"</td></tr><tr><td>DB5765</td><td>CRACKER RM 2 </td><td> 11.112 METERS</td><td>353° 32' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 18 42.36357(N) 122 36 12.79754(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 18 42.77496(N) 122 36 08.85113(W) AD( ) 2 <br> NGVD 29 (07/19/86) 1103.4 (m) 3620. (f) VERT ANG <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ3417851450(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1949 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1964 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (WRH) THE STATION IS LOCATED ON THE TOP AND IN THE APPROXIMATE MIDDLE OF A LONG RIDGE COVERED WITH SCRUB LIVE OAK AND BRUSH. THE RIDGE RUNS NORTHWEST AND SOUTH FROM THE STATION. IT IS ABOUT 5-1/2 MILES AIRLINE SOUTHWEST OF STONYFORD, ABOUT 10-1/2 MILES AIRLINE NORTH-NORTHEAST OF BARTLETT SPRINGS AND ABOUT 19 MILES AIRLINE NORTHEAST OF UPPER LAKE. <p>TO REACH THE STATION FROM THE POST OFFICE IN STONYFORD, GO WEST FOR 0.3 MILE TO A FORK. TURN LEFT ON THE GOAT MOUNTAIN ROAD AND GO 4.4 MILES TO A FORK. KEEP STRAIGHT AHEAD, LEFT, AND GO 2.0 MILES TO A FORK. KEEP STRAIGHT AHEAD, LEFT, AND GO 6.1 MILES TO A FORK. TURN SHARP LEFT AS PER SIGN CRACKER BOX RIDGE AND GO 0.05 MILE TO A FORK. TURN RIGHT AS PER SIGN CRACKER BOX RIDGE AND GO 0.3 MILE TO A FORK. TURN RIGHT AS PER SIGN CRACKER BOX RIDGE AND GO 1.5 MILES TO A 4-INCH PINE TREE WITH A TRIANGLE BLAZE ON THE LEFT AND THE AZIMUTH MARK ON THE RIGHT. KEEP STRAIGHT AHEAD AND GO 0.4 MILE TO A FORK. TURN LEFT AS PER SIGN GILMORE RIDGE TR. AND GO ABOUT 100 FEET TO A SMALL CLEARING AND THE STATION ON THE LEFT. <p>THE STATION MARK IS A STANDARD DISK STAMPED CRACKER 1949 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 4 INCHES ABOVE THE GROUND. IT IS IN THE MIDDLE OF A SMALL CLEARING AND IS ABOUT 100 FEET NORTH OF THE ROAD INTERSECTION. <p>REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CRACKER NO 1 1949 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 5 INCHES ABOVE THE GROUND. IT IS ABOUT 18 INCHES LOWER THAN THE STATION. <p>REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CRACKER NO 2 1949 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 5 INCHES ABOVE THE GROUND. IT IS ABOUT 8 INCHES LOWER THAN THE STATION. <p>THE AZIMUTH MARK IS A STANDARD DISK STAMPED CRACKER 1949 SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST THAT PROJECTS ABOUT 3 INCHES ABOVE THE GROUND. IT IS ABOUT 35 FEET SOUTHWEST OF A 4-INCH PINE TREE WITH A TRIANGLE BLAZE AND ABOUT 16 FEET SOUTH OF THE CENTER LINE OF THE ROAD. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.35 METERS. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (EHS) THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS NUMBER 1 AND 2 WERE RECOVERED IN GOOD CONDITION AND THE 1949 DESCRIPTION IS ADEQUATE. KT0324CREAM RM 1http://www.geocaching.com/mark/details.asp?PID=KT0324CREAM RM 1GeocacheGeocacheCREAM RM 1CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CREAM RM 1</h1> <b> PID </b> KT0324 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MAXWELL (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 17 05. (N) 122 11 27. (W) SCALED <br> <b> NAVD 88 </b> 28.87 (+/-2cm) 94.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.58 (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 2 </td><td> 679,630. </td><td> 1,983,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 28.117 (m) 92.25 (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: 10SEJ697486(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: CREAM NO 1 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 0.6 MI N FROM MAXWELL. 0.6 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF OAK STREET AT MAXWELL, 0.1 MILE NORTH OF THE CROSSING OF AN ASPHALT ROAD, 11.6 FEET EAST OF THE EAST RAIL, 84.5 FEET SOUTH OF THE SOUTHEAST CORNER OF BRIDGE 133.64, 57.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE SOUTH ONE OF TWO SMALL METAL BOXES, 35 FEET NORTHWEST OF A TELEPHONE POLE, 69.5 FEET SOUTH-SOUTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT0323CREAM RM 2http://www.geocaching.com/mark/details.asp?PID=KT0323CREAM RM 2GeocacheGeocacheCREAM RM 2CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CREAM RM 2</h1> <b> PID </b> KT0323 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MAXWELL (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 17 04. (N) 122 11 27. (W) SCALED <br> <b> NAVD 88 </b> 28.58 (+/-2cm) 93.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.58 (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 2 </td><td> 679,600. </td><td> 1,983,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 27.826 (m) 91.29 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ697486(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: CREAM NO 2 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 0.6 MI N FROM MAXWELL. 0.6 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF OAK STREET AT MAXWELL, 0.1 MILE NORTH OF THE CROSSING OF AN ASPHALT ROAD, 18.4 FEET WEST OF THE WEST RAIL, 28 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF BRIDGE 133.64, 70.03 FEET NORTHWEST AND ACROSS THE TRACK FROM R.M. 1, 40.3 FEET WEST-SOUTHWEST OF A WITNESS POST, 30.2 FEET WEST AND ACROSS THE TRACK FROM THE SOUTHWEST CORNER OF THE NORTH ONE OF TWO SMALL METAL BOXES, ABOUT 2 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. JT1975CUThttp://www.geocaching.com/mark/details.asp?PID=JT1975CUTGeocacheGeocacheCUTCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CUT</h1> <b> PID </b> JT1975 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> GLASCOCK MTN (1993) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 56 23.02538(N) 122 20 28.57154(W) ADJUSTED <br> <b> NAVD 88 </b> 275.9 (meters) 905. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -1.58 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.70 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 641,372.191 1</td><td>970,414.454</td><td> MT </td><td>0.99991786</td><td> -0 ' 12 54.6"</td></tr><tr><td>SPC CA 2 </td><td>2,104,235.26 6</td><td>464,601.42 </td><td> sFT </td><td>0.99991786</td><td> -0 ' 12 54.6"</td></tr><tr><td>UTM 10 </td><td>4,310,294.576 </td><td>557,089.224</td><td> MT </td><td>0.99964013</td><td> +0 ' 24 50.5"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99996137 x 0.99991786 = 0.99987923 <br> <b>UTM 10 </b> 0.99996137 x 0.99964013 = 0.99960151 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> SWANSON </td><td>326° 38' 18.5"</td></tr><tr><td>UTM 10 </td><td> SWANSON </td><td>326° 00' 33.4"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DB3474</td><td>CUT RM 1 </td><td> 3.872 METERS</td><td>053° 20' </td></tr><tr><td>JT1977</td><td>SWANSON </td><td>APPROX. 1.6 KM</td><td>326° 25' 23.9"</td></tr><tr><td>DB3475</td><td>CUT RM 2 </td><td> 4.993 METERS</td><td>330° 53' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 38 56 23.02080(N) 122 20 28.56603(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 38 56 23.39196(N) 122 20 24.65686(W) AD( ) 2 <br> NGVD 29 (07/19/86) 275.1 (m) 903. (f) VERT ANG <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ5708910295(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1976 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1976 (HDM) THE STATION IS ABOUT 7 MILES NORTHWEST OF RUMSEY. <p>TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 20 AND STATE HIGHWAY 16, GO SOUTH ON STATE HIGHWAY 16 5.9 MILES TO A DIRT ROAD ON RIGHT, TURN RIGHT AND GO WEST ON DIRT ROAD THROUGH WIRE GATE 0.2 MILE TO A DIM FORK, TAKE RIGHT FORK AND GO UP STEEP HILL 0.1 MILE TO TOP OF HILL AND STATION. A FOUR-WHEEL DRIVE VEHICLE IS NEEDED. <p>STATION MARK IS A CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK STAMPED---CUT 1976---CEMENTED IN DRILL HOLE IN 1 FOOT BY 2 FOOT ROCK OUTCROPPING PROJECTING 0.5 FOOT. <p>REFERENCE MARK 1 IS A CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK STAMPED---CUT 1976 RM NO 1---CEMENTED IN DRILL HOLE IN 2 FOOT BY 4 FOOT ROCK OUTCROPPING PROJECTING 0.7 FOOT, 0.5 FOOT LOWER THAN STATION. <p>REFERENCE MARK 2 IS A CALIFORNIA DIVISION OF HIGHWAYS BRASS DISK STAMPED---CUT 1976 RM NO 2---CEMENTED IN DRILL HOLE IN 2 FOOT BY 3 FOOT ROCK OUTCROPPING PROJECTING 0.5 FOOT, 1.2 FEET LOWER THAN STATION. <p>NO AZIMUTH MARK WAS SET. KT0326D 1078http://www.geocaching.com/mark/details.asp?PID=KT0326D 1078GeocacheGeocacheD 1078CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>D 1078</h1> <b> PID </b> KT0326 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MAXWELL (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 17 27. (N) 122 11 27. (W) SCALED <br> <b> NAVD 88 </b> 27.75 (+/-2cm) 91.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.57 (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 2 </td><td> 680,310. </td><td> 1,983,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 26.999 (m) 88.58 (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: 10SEJ697493(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: D 1078 1967 <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>1967 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1967 1 MI N FROM MAXWELL. 1.0 MILE NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF OAK STREET AT MAXWELL, 1 1/2 POLES NORTH OF MILEPOLE 134, DIRECTLY OPPOSITE RAILROAD BRIDGE 134.05, IN THE TOP OF THE EAST CONCRETE HEAD WALL OF TRIPLE CONCRETE BOX CULVERTS 15-42 UNDER THE HIGHWAY, 42 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 65.5 FEET WEST OF THE WEST RAIL, 4.1 FEET NORTH OF THE SOUTH END OF THE HEAD WALL, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT0486D 850http://www.geocaching.com/mark/details.asp?PID=KT0486D 850GeocacheGeocacheD 850CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>D 850</h1> <b> PID </b> KT0486 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 08 33. (N) 122 13 01. (W) SCALED <br> <b> NAVD 88 </b> 36.58 (+/-2cm) 120.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.85 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 663,850. </td><td> 1,981,250. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 35.822 (m) 117.53 (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: 10SEJ676328(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: D 850 1949 <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>1949 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 4.4 MI W FROM WILLIAMS. 3.7 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, THENCE 0.7 MILE SOUTH ALONG EAST CAMP ROAD, AT A ROAD CULVERT, 42 FEET SOUTH OF A POWER POLE, 18.5 FEET SOUTHWEST OF A GATE IN THE FENCE LINE, 11.5 FEET EAST OF THE CENTER LINE OF THE ROAD, AND SET IN THE NORTHEAST END OF THE NORTHEAST WINGWALL OF THE CONCRETE CULVERT. KT0487D 850 RESET 1971http://www.geocaching.com/mark/details.asp?PID=KT0487D 850 RESET 1971GeocacheGeocacheD 850 RESET 1971CADPWUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>D 850 RESET 1971</h1> <b> PID </b> KT0487 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 08 33. (N) 122 13 01. (W) SCALED <br> <b> NAVD 88 </b> 37.26 (+/-2cm) 122.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.85 (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 2 </td><td> 663,850. </td><td> 1,981,250. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (08/19/04) 36.50 (m) 119.8 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ676328(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: D 850 RESET 1971 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1971 </td><td>MONUMENTED </td><td>CADPW</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALIFORNIA DEPARTMENT OF PUBLIC WORKS 1971 4.4 MI WSW FROM WILLIAMS. 3.7 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, THENCE 0.7 MILE SOUTH ALONG EAST CAMP ROAD TO A BRIDGE OVER SALT CREEK AND SET IN THE NORTHEAST END OF THE NORTHEAST WINGWALL OF THE CONCRETE BRIDGE. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT0309DELPHOShttp://www.geocaching.com/mark/details.asp?PID=KT0309DELPHOSGeocacheGeocacheDELPHOSCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>DELPHOS</h1> <b> PID </b> KT0309 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 11 27.93590(N) 122 10 15.84315(W) ADJUSTED <br> <b> NAVD 88 </b> 23.82 (+/-2cm) 78.1 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 0.92 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.77 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 669,233.805 1</td><td>985,222.222</td><td> MT </td><td>0.99991639</td><td> -0 ' 06 28.3"</td></tr><tr><td>SPC CA 2 </td><td>2,195,644.58 6</td><td>513,183.24 </td><td> sFT </td><td>0.99991639</td><td> -0 ' 06 28.3"</td></tr><tr><td>UTM 10 </td><td>4,338,310.000 </td><td>571,585.750</td><td> MT </td><td>0.99966310</td><td> +0 ' 31 25.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000093 x 0.99991639 = 0.99991732 <br> <b>UTM 10 </b> 1.00000093 x 0.99966310 = 0.99966403 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> DELPHOS AZ MK </td><td>154° 23' 06.4"</td></tr><tr><td>UTM 10 </td><td> DELPHOS AZ MK </td><td>153° 45' 12.3"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>KT0308</td><td>DELPHOS RM 1 </td><td> 8.784 METERS</td><td>131° 39' </td></tr><tr><td>KT0307</td><td>DELPHOS AZ MK </td><td> </td><td>154° 16' 38.1"</td></tr><tr><td>KT0310</td><td>DELPHOS RM 2 </td><td> 16.762 METERS</td><td>281° 42' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 11 27.92890(N) 122 10 15.83674(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 11 28.32465(N) 122 10 11.92524(W) AD( ) 2 <br> NGVD 29 (??/??/92) 23.063 (m) 75.67 (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: 10SEJ7158638310(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: DELPHOS 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1973 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr><tr><td>1979 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG) THE STATION IS LOCATED ABOUT 2-1/2 MILES AIRLINE, NORTHWEST OF WILLIAMS, NEAR THE DELPHOS SIDEING, AT SOUTHERN PACIFIC RAILROAD TRESTLE NUMBER 126.97. <p>TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 99W AND STATE HIGHWAY 20, IN WILLIAMS, GO NORTHWEST ON U.S. HIGHWAY 99W FOR 2.3 MILES TO A CONCRETE HIGHWAY CULVERT AND THE AZIMUTH ON THE RIGHT. CONTINUE NORTHWEST ON U.S. HIGHWAY 99W FOR 0.3 MILE TO HIGHWAY CULVERT NUMBER B 511-64, AND THE STATION ON THE RIGHT. <p>THE STATION MARK IS A STANDARD BRONZE DISK STAMPED DELPHOS 1959, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, WHICH PROJECTS 4 INCHES ABOVE GROUND LEVEL. MARK IS 15 FEET SOUTHWEST OF A WOODEN RAILROAD TRESTLE NUMBER 126.97, AND 5 FEET SOUTHWEST OF A METAL WITNESS POST. <p>REFERENCE MARK NUMBER ONE IS A STANDARD BRONZE DISK STAMPED DELPHOS NO 1 1959 SET IN THE TOP OF A 10 INCH SQUARE CONCRETE MONUMENT, WHICH IS FLUSH WITH GROUND LEVEL. MARK IS 10 FEET SOUTHEAST OF THE WEST RAIL OF THE SOUTHERN PACIFIC RAILROAD. <p>REFERENCE MARK NUMBER TWO IS A STANDARD BRONZE DISK STAMPED DELPHOS NO 2 1959 SET IN CEMENT IN A DRILL HOLE IN THE SOUTHEAST CORNER OF HIGHWAY CULVERT NUMBER B 511-64, 34 FEET NORTHEAST OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 99W. <p>THE AZIMUTH MARK IS A STANDARD BRONZE DISK STAMPED DELPHOS 1959, SET IN CEMENT IN A DRILL HOLE IN THE NORTH CORNER OF HIGHWAY CULVERT NUMBER 126.95, 34 FEET NORTHEAST OF THE APPROXIMATE CENTER LINE OF U.S. HIGHWAY 99W. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS) THE STATION, REFERENCE MARKS 1, 2, AND THE AZIMUTH WERE RECOVERED IN GOOD CONDITION AND LEVELED OVER. <p>TO REACH FROM THE INTERSECTION OF THE SOUTHERN PACIFIC COMPANY RAILROAD AND STATE HIGHWAY 20 AT WILLIAMS, GO 2.75 MILES NORTHWEST ALONG THE RAILROAD. <p>THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED DELPHOS 1959. 1 POLE SOUTHEAST OF MILEPOLE 127, 22.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 85 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 4.7 FEET SOUTHWEST OF A WITNESS POST, IN A CONCRETE POST PROJECTING 0.2 FOOT. <p>R.M. 1 IS A C AND GS REFERENCE MARK DISK, STAMPED DELPHOS NO 1 1959. 28.87 FEET EAST-SOUTHEAST OF THE STATION, 11.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 28.7 FEET SOUTHEAST OF A WITNESS POST, IN A CONCRETE POST. <p>R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED DELPHOS NO 2 1959. 54.94 FEET WEST OF THE STATION, IN THE TOP OF THE NORTHEAST CONCRETE HEAD WALL OF A CULVERT UNDER THE HIGHWAY, 42 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY. <p>THE AZIMUTH MARK IS A C AND GS AZIMUTH MARK DISK, STAMPED DELPHOS 1959. 0.3 MILE SOUTHEAST OF THE STATION, IN THE TOP OF THE NORTHEAST CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT UNDER THE HIGHWAY, 0.2 MILE SOUTHEAST OF THE CROSSING OF A GRAVELED ROAD WHICH IS AT DELPHOS SIDING, 41 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 65.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 2.75 MILES NORTHWEST OF WILLIAMS. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 2.8 MI NW FROM WILLIAMS. 2.75 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF STATE HIGHWAY 20 AT WILLIAMS, 1 POLE SOUTHEAST OF MILEPOLE 127, 22.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 85 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 54.94 FEET EAST OF R.M. 2, 28.87 FEET WEST-NORTHWEST OF R.M. 1, 18.1 FEET WEST-SOUTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST WOODEN GUARDRAIL OF BRIDGE 126.97, 4.7 FEET SOUTHWEST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1973) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (MLS) DISTANCE BETWEEN REFERENCE MARKS COULD NOT BE MEASURED. <p>COMPLETE NEW DESCRIPTION FOLLOWS-- <p>STATION IS LOCATED ABOUT 2.5 MILES NORTHWEST OF WILLIAMS AT SOUTHERN PACIFIC TRESTLE 126.97. <p>TO REACH STATION FROM THE U.S. POST OFFICE IN WILLIAMS, GO EAST ON E STREET 0.1 MILE TO 7TH STREET, TURN LEFT ON 7TH STREET AND GO 2.75 MILES TO STATION ON RIGHT. <p>STATION MARK IS A STANDARD DISK STAMPED DELPHOS 1959, SET IN A 9-INCH-SQUARE CONCRETE POST PROJECTING 0.3 FOOT, 7.0 FEET SOUTH OF DITCH, 24.7 FEET WEST OF THE CENTER LINE OF RAILROAD TRACKS, 85.5 FEET EAST OF THE CENTER LINE OF OLD HIGHWAY 99. <p>REFERENCE MARK 1 IS A STANDARD REFERENCE MARK DISK STAMPED DELPHOS NO 1 1959, SET IN A 9-INCH-SQUARE CONCRETE POST PROJECTING 0.3 FOOT AND LEVEL WITH STATION, 14.2 FEET WEST OF THE CENTER LINE OF RAILROAD TRACKS, ABOUT 34 FEET SOUTH OF DITCH, 96.4 FEET EAST OF THE CENTER LINE OF OLD HIGHWAY 99. <p>REFERENCE MARK 2 IS A STANDARD REFERENCE MARK DISK STAMPED DELPHOS NO 2 1959, SET IN A HEADWALL LEVEL WITH STATION, 4.9 FEET NORTH OF THE SOUTH END OF HEADWALL, 43.0 FEET EAST OF THE CENTER LINE OF OLD HIGHWAY 99, 67.6 FEET WEST OF THE CENTER LINE OF RAILROAD TRACKS. <p>AZIMUTH MARK IS A STANDARD DISK STAMPED DELPHOS 1959, SET IN CONCRETE HEADWALL, 0.8 FOOT SOUTH OF THE NORTH END OF HEADWALL, 42.0 FEET EAST OF THE CENTER LINE OF OLD HIGHWAY 99, 67.0 FEET WEST OF THE CENTER LINE OF RAILROAD TRACKS. <p>TO REACH AZIMUTH MARK FROM THE STATION, GO SOUTH ON OLD HIGHWAY 99 0.3 MILE TO AZIMUTH MARK ON LEFT. <p>HEIGHT OF LIGHT ABOVE STATION MARK 11.58 FEET. <p> <h2>STATION RECOVERY (1979) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION AND THE PREVIOUS DESCRIPTIONS ARE ADEQUATE. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 2-3/4 MILES NW OF WILLIAMS. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT0307DELPHOS AZ MKhttp://www.geocaching.com/mark/details.asp?PID=KT0307DELPHOS AZ MKGeocacheGeocacheDELPHOS AZ MKCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>DELPHOS AZ MK</h1> <b> PID </b> KT0307 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 11 12. (N) 122 10 07. (W) SCALED <br> <b> NAVD 88 </b> 23.74 (+/-2cm) 77.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.78 (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 2 </td><td> 668,740. </td><td> 1,985,430. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 22.988 (m) 75.42 (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: 10SEJ718378(NAD 83) <br>MARKER: DZ = AZIMUTH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: DELPHOS 1959 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 2.4 MI NW FROM WILLIAMS. 2.45 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF STATE HIGHWAY 20 AT WILLIAMS, 0.2 MILE SOUTHEAST OF THE CROSSING OF A GRAVELED ROAD WHICH IS AT DELPHOS SIDING, IN THE TOP AND 0.8 FOOT SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD WALL OF DOUBLE CONCRETE BOX CULVERTS UNDER THE HIGHWAY, 41 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 65.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, ABOUT 1/2 FOOT LOWER THAN THE HIGHWAY AND 2 1/2 FEET LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT0308DELPHOS RM 1http://www.geocaching.com/mark/details.asp?PID=KT0308DELPHOS RM 1GeocacheGeocacheDELPHOS RM 1CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>DELPHOS RM 1</h1> <b> PID </b> KT0308 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 11 27. (N) 122 10 16. (W) SCALED <br> <b> NAVD 88 </b> 23.76 (+/-2cm) 78.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.77 (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 2 </td><td> 669,210. </td><td> 1,985,220. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 23.006 (m) 75.48 (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: 10SEJ715382(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: DELPHOS NO 1 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 2.8 MI NW FROM WILLIAMS. 2.75 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF STATE HIGHWAY 20 AT WILLIAMS, 11.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 28.87 FEET EAST-SOUTHEAST OF THE STATION, 97 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 22.4 FEET SOUTHEAST OF THE SOUTHEAST END OF THE SOUTHWEST WOODEN GUARDRAIL OF BRIDGE 126.97, 28.7 FEET SOUTHEAST OF A WITNESS POST, ABOUT 2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. KT0310DELPHOS RM 2http://www.geocaching.com/mark/details.asp?PID=KT0310DELPHOS RM 2GeocacheGeocacheDELPHOS RM 2CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>DELPHOS RM 2</h1> <b> PID </b> KT0310 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 11 29. (N) 122 10 17. (W) SCALED <br> <b> NAVD 88 </b> 23.80 (+/-2cm) 78.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.77 (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 2 </td><td> 669,270. </td><td> 1,985,200. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 23.049 (m) 75.62 (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: 10SEJ715383(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: DELPHOS NO 2 1959 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 2.8 MI NW FROM WILLIAMS. 2.75 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF STATE HIGHWAY 20 AT WILLIAMS, OPPOSITE RAILROAD BRIDGE 126.97, IN THE TOP OF THE NORTHEAST CONCRETE HEAD WALL OF HIGHWAY TRIPLE CONCRETE BOX CULVERTS, 42 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 67.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 5.0 FEET NORTHWEST OF THE SOUTHEAST END OF THE HEAD WALL, ABOUT 1 FOOT LOWER THAN THE HIGHWAY AND 2 FEET LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT0317DRIERhttp://www.geocaching.com/mark/details.asp?PID=KT0317DRIERGeocacheGeocacheDRIERCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>DRIER</h1> <b> PID </b> KT0317 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MAXWELL (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 15 10.17172(N) 122 11 27.46531(W) ADJUSTED <br> <b> NAVD 88 </b> 26.33 (+/-2cm) 86.4 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 1.00 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.66 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 676,090.136 1</td><td>983,517.978</td><td> MT </td><td>0.99991896</td><td> -0 ' 07 13.4"</td></tr><tr><td>SPC CA 2 </td><td>2,218,139.05 6</td><td>507,591.90 </td><td> sFT </td><td>0.99991896</td><td> -0 ' 07 13.4"</td></tr><tr><td>UTM 10 </td><td>4,345,145.365 </td><td>569,806.437</td><td> MT </td><td>0.99966000</td><td> +0 ' 30 43.0"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000052 x 0.99991896 = 0.99991948 <br> <b>UTM 10 </b> 1.00000052 x 0.99966000 = 0.99966052 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> DRIER AZ MK </td><td>359° 52' 32.8"</td></tr><tr><td>UTM 10 </td><td> DRIER AZ MK </td><td>359° 14' 36.4"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>KT0315</td><td>J 200 </td><td> </td><td>180° 01' </td></tr><tr><td>KT0316</td><td>DRIER RM 2 </td><td> 7.822 METERS</td><td>232° 40' </td></tr><tr><td>DB5822</td><td>DRIER RM 1 </td><td> 12.730 METERS</td><td>330° 01' </td></tr><tr><td>AA4335</td><td>DRIER RM 3 </td><td> 12.725 METERS</td><td>330° 01' </td></tr><tr><td>DB5823</td><td>DRIER RM 4 </td><td> 12.730 METERS</td><td>330° 06' </td></tr><tr><td>KT0318</td><td>DRIER AZ MK </td><td> </td><td>359° 45' 19.4"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 15 10.16474(N) 122 11 27.45935(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 39 15 10.56399(N) 122 11 23.54731(W) AD( ) 1 <br> NGVD 29 (??/??/92) 25.575 (m) 83.91 (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: 10SEJ6980645145(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: DRIER 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>CGS</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>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1979 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1979 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JEG) THE STATION IS LOCATED ALONG THE EAST SIDE OF U.S. HIGHWAY 99 AND WEST OF A LARGE RICE DRIER AND GRAIN ELEVATOR. IT IS ABOUT 1-1/2 MILES AIRLINE SOUTH OF MAXWELL. <p>TO REACH FROM THE RAILROAD STATION IN MAXWELL, GO SOUTH ON U.S. HIGHWAY 99 FOR 1.55 MILES TO STATION ON LEFT. <p>THE STATION MARK IS A STANDARD DISK STAMPED DRIER 1959, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE GROUND. IT IS 6.0 FEET SOUTH OF A METAL WITNESS POST, 28.6 FEET WEST OF THE CENTER LINE OF THE RAILROAD TRACKS, 81.6 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 48 FEET SOUTHEAST OF A SQUARE TELEPHONE POLE, 54-B AND 39 YARDS WEST OF THE SECOND BIN FROM THE NORTH END, OF THE ROW OF BINS OF THE GRAIN ELEVATOR. <p>REFERENCE MARK NUMBER ONE IS A STANDARD DISK STAMPED DRIER NO 1 1959, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES. IT IS 11 FEET SOUTHWEST OF TELEPHONE POLE 54-B, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 39 FEET WEST OF THE CENTER LINE OF THE RAILROAD TRACKS AND AT THE SAME ELEVATION AS THE STATION. <p>REFERENCE MARK NUMBER TWO IS A STANDARD DISK STAMPED DRIER NO 2 1959, SET IN THE TOP OF A 10-INCH-SQUARE, CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE GROUND. IT IS 39 FEET WEST OF THE CENTER LINE OF THE RAILROAD TRACKS, 50 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND AT THE SAME ELEVATION AS THE STATION. <p>THE AZIMUTH MARK IS A STANDARD DISK STAMPED DRIER 1959, CEMENTED IN A DRILL HOLE IN THE NORTH END OF A CONCRETE CULVERT BULKHEAD. IT IS 21 FEET WEST OF THE CENTER LINE OF THE RIALROAD TRACKS, 72 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND 16 FEET EAST OF A TELEPHONE POLE. THE BULKHEAD IS THE EAST 1 OF 3 WHERE CANAL LAT. 45-1 CROSSES UNDER THE HIGHWAY AND RAILROAD TRACKS. TO REACH FROM THE STATION, GO NORTH ON U.S. HIGHWAY 99 FOR 0.3 MILE TO AZIMUTH MARK ON RIGHT. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (CS) THE STATION, R.M. 1 AND THE AZIMUTH WERE RECOVERED IN GOOD CONDITION AND LEVELED OVER. R.M. 1 WAS FOUND DESTROYED. <p>TO REACH FROM THE INTERSECTION OF THE SOUTHERN PACIFIC COMPANY RAILROAD AND OAK STREET AT MAXWELL, GO 1.6 MILES SOUTH ALONG THE RAILROAD. <p>THE STATION IS A C AND GS TRIANGULATION STATION DISK, STAMPED DRIER 1959. 0.1 MILE SOUTH OF THE JUNCTION OF A ROAD TO COLUSA-GLENN DRIER COMPANY, 26.0 FEET WEST OF THE WEST RAIL, 82 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.8 FEET NORTH OF A WITNESS POST, IN A CONCRETE POST. <p>R.M. 2 IS A C AND GS REFERENCE MARK DISK, STAMPED DRIER NO 2 1959. 25.655 FEET SOUTHWEST OF THE STATION, 46.5 FEET WEST OF THE WEST RAIL, 25.0 FEET SOUTHWEST OF A WITNESS POST, IN A CONCRETE POST. <p>THE AZIMUTH MARK IS A C AND GS AZIMUTH MARK DISK, STAMPED DRIER 1959. 0.35 MILE NORTH OF THE STATION, AT THE CROSSING OF AN IRRIGATION CANAL, IN TOP OF THE WEST CONCRETE HEAD WALL OF RAILROAD BRIDGE 131.81, 21.8 FEET WEST OF THE WEST RAIL, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/2 MILES SOUTH OF MAXWELL. <p> <h2>STATION RECOVERY (1967) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967 1.6 MI S FROM MAXWELL. 1.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF OAK STREET AT MAXWELL, 0.1 MILE SOUTH OF THE JUNCTION OF A ROAD EAST TO COLUSA-GLENN DRIER COMPANY, 26.0 FEET WEST OF THE WEST RAIL, 120 FEET WEST OF THE WEST FACE OF THE SECOND ONE OF A ROW OF CONCRETE GRAIN STORAGE SILOS, 82 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 25.65 FEET NORTHEAST OF R.M. 2, 1.8 FEET NORTH OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1971) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (WMJ) THE STATION MARK, REFERENCE MARK 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION. DISTANCE AND DIRECTION TO REFERENCE MARK 2 COMPARE FAVORABLY WITH 1959 OBSERVATIONS. REFERENCE MARK 1 WAS FOUND WITH THE TOP BROKEN OFF THE MONUMENT AND THE DISK REMOVED, REFERENCE MARK 3 WAS ESTABLISHED AT THIS TIME IN THE REMAINING MONUMENT. DUE TO CHANGES IN THE AREA A COMPLETE NEW DESCRIPTION FOLLOWS. <p>THE STATION IS ABOUT 7 MILES NORTH-NORTHWEST OF WILLIAMS, 1.6 MILES SOUTH OF MAXWELL, AND ON THE WEST SIDE OF THE SOUTHERN PACIFIC COMPANY RAILROAD TRACK. <p>TO REACH THE STATION FROM THE MAIN INTERSECTION (OAK STREET AND ROAD 99) IN MAXWELL, GO SOUTH ON ROAD 99 FOR 1.2 MILES TO A CANAL UNDER THE HIGHWAY AND THE AZIMUTH MARK ON THE LEFT. CONTINUE SOUTH ON THE HIGHWAY FOR 0.2 MILE TO A SIDE ROAD LEFT. CONTINUE SOUTH ON THE HIGHWAY FOR 0.1 MILE TO THE STATION ON THE LEFT BETWEEN THE HIGHWAY AND THE RAILROAD TRACK. <p>THE STATION MARK IS A STANDARD DISK STAMPED DRIER 1959, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND. IT IS 82.5 FEET EAST OF THE CENTER OF ROAD 99, 26.0 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK, AND 2 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED. <p>REFERENCE MARK 2 IS A STANDARD DISK STAMPED DRIER NO 2 1959, SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE GROUND. IT IS 52.0 FEET EAST OF THE CENTER OF ROAD 99 AND 46.7 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK. <p>REFERENCE MARK 3 IS A STANDARD DISK STAMPED DRIER 1959 NO 3 1971, CEMENTED IN A DRILL HOLE IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT AND IS FLUSH WITH THE GROUND. IT IS 52.0 FEET EAST OF THE CENTER OF ROAD 99 AND 46.6 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK. <p>THE AZIMUTH MARK IS A STANDARD DISK STAMPED DRIER 1959, CEMENTED IN A DRILL HOLE IN THE NORTH END OF A CONCRETE ABUTMENT AND IS 4 INCHES BELOW THE SURROUNDING GROUND. IT IS 87 FEET EAST OF THE CENTER OF ROAD 99, 22 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK AND 20 FEET EAST-SOUTHEAST OF A TELEPHONE POLE. <p>THE ABOVE TRAVERSE DISTANCE IS REDUCED TO SEA LEVEL. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 1.6 MILES SOUTH OF MAXWELL. <p> <h2>STATION RECOVERY (1971) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1979) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARK 2 WERE RECOVERED IN GOOD CONDITION. REFERENCE MARK 1 WAS FOUND DESTROYED SO REFERENCE MARK 3 WAS SET ON THIS DATE. THE DISTANCE AND DIRECTION TO REFERENCE MARK 2 MEASURED ON THIS DATE COMPARED FAVORABLY WITH THE 1959 MEASUREMENTS. THE 1959 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITIONS-- <p>THE STATION MARK IS ON THE EAST SIDE OF ROAD 99W (FORMER U.S. HIGHWAY 99) AND IS 1.9 FEET NORTH OF A METAL WITNESS POST. <p>REFERENCE MARK 2 IS 1.0 FOOT NORTH OF A METAL WITNESS POST. <p>REFERENCE MARK 3 IS AN NGS REFERENCE MARK DISK STAMPED DRIER 1959 NO 3 1979 EPOXIED IN A DRILL HOLE IN THE TOP OF A 10-INCH CONCRETE CYLINDER FLUSH WITH THE GROUND AND IS 62.7 FEET EAST OF THE CENTERLINE OF ROAD 99W, 46.9 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACK, 1.2 FEET NORTH OF A METAL WITNESS POST, AND ABOUT 3 FEET LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (1979) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN) THE STATION MARK, AZIMUTH MARK, AND REFERENCE MARKS 2 AND 3 WERE RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN EARLY 1979. IN 1971 A TCT SURVEY PARTY RECOVERED THE STATION, FOUND THE TOP PORTION OF THE CONCRETE POST FOR REFERENCE MARK 1 BROKEN OFF AND ESTABLISHED A REFERENCE MARK 3 IN A DRILL HOLE IN THE TOP OF THE REMAINDER OF THE MONUMENT. IN EARLY 1979 THE STATION WAS RECOVERED BY THE MARK MAINTENANCE ENGINEER FOR THE AREA WHO ONCE AGAIN RECOVERED THE BROKEN OFF CONCRETE POST WITHOUT A REFERENCE MARK DISK. NOT HAVING A COPY OF THE 1971 RECOVERY DATA, THE NETWORK ENGINEER AGAIN ESTABLISHED ANOTHER REFERENCE MARK 3 IN THE TOP OF THE POST. THE 1979 REFERENCE MARK 3 WAS RE-STAMPED, AT THIS TIME, TO READ DRIER 1959 NO 4 1979. A COMPLETE DESCRIPTION FOLLOWS-- <p>THE STATION IS ABOUT 7 MILES NORTH OF WILLIAMS, 1.6 MILES SOUTH OF MAXWELL, ON THE WEST SIDE OF THE COLUSA-GLENN DRIER COMPANY GRAIN ELEVATORS, 0.1 MILE SOUTH OF THE COMPANY ACCESS ROAD AND IN A GRASS COVERED AREA LYING BETWEEN THE SOUTHERN PACIFIC COMPANY TRACKS AND ROAD 99W (FORMER U.S. HIGHWAY 99). <p>TO REACH THE STATION FROM OAK STREET AND 99W ROAD IN MAXWELL, DRIVE SOUTH ON ROAD 99W FOR 1.2 MILES TO A CANAL PASSING BENEATH THE ROAD AND THE AZIMUTH MARK ON THE LEFT. CONTINUE SOUTH ON THE ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT. <p>THE STATION IS MARKED BY A C AND GS TRIANGULATION DISK, STAMPED DRIER 1959, SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 10 INCHES SQUARE AT THE TOP AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT IS 118 FEET WEST OF THE CENTER OF THE BASE OF THE SECOND GRAIN STORAGE BIN FROM THE NORTH END OF THE GRAIN ELEVATOR, 82.0 FEET EAST OF THE CENTER OF ROAD 99W, 26.0 FEET WEST OF THE WEST RAIL OF THE RAILROAD TRACKS AND 1.9 FEET NORTH OF A METAL WITNESS POST WITH SIGN ATTACHED. <p>REFERENCE MARK 2 IS A C AND GS REFERENCE MARK DISK, STAMPED DRIER NO 2 1959, SET IN THE TOP OF A CONCRETE POST THAT IS 10 INCHES SQUARE AT THE TOP AND PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT IS 52.0 FEET EAST OF THE CENTER OF ROAD 99W, 46.5 FEET WEST OF THE WEST RAIL OF THE RAILROAD AND 1.0 FOOT NORTH OF A METAL WITNESS POST. <p>REFERENCE MARK 4, A NGS REFERENCE DISK STAMPED DRIER 1959 NO 4 1979, IS CEMENTED IN A DRILL HOLE IN THE TOP OF A CONCRETE MONUMENT THAT IS 10 INCHES IN DIAMETER AND FLUSH WITH THE GROUND SURFACE. IT IS 62.5 FEET EAST OF THE CENTER OF ROAD 99W, 47.0 FEET WEST OF THE WEST RAIL OF THE RAILROAD AND 1.2 FEET NORTH OF A METAL WITNESS POST. <p>THE AZIMUTH MARK IS A C AND GS AZIMUTH MARK DISK, STAMPED DRIER 1959, CEMENTED IN A DRILL HOLE IN THE TOP OF THE NORTH END OF A CONCRETE HEADWALL OF A CANAL SYPHON THAT PASSES BENEATH THE SOUTHERN PACIFIC RAILROAD BED. IT IS 86.0 FEET EAST OF THE CENTER OF RAOD 99W, 22.0 FEET WEST OF THE WEST RAIL OF THE RAILROAD, 1.0 FOOT LOWER THAN THE TRACKS AND 4 INCHES BENEATH THE SURROUNDING GROUND SURFACE. <p>NOTE--THE PRESENT MEASUREMENT AND DIRECTION TO REFERENCE MARK 2 ADEQUATELY CHECKED THE DISTANCES AND DIRECTIONS MADE IN 1959, 1967, 1971 AND EARLIER IN 1959. THE MEASUREMENT AND DIRECTION MADE UPON REFERENCE MARK 3, (RE-STAMPED NO 4) AT THIS TIME, CHECKED THOSE MADE EARLIER IN 1979 BEFORE THE RE-STAMPING OF THE MARK. <p>BENCH MARK J 200 WAS OBSERVED UPON AT THIS TIME. IT IS A C AND GS BENCH MARK DISK, STAMPED J 200 1935, SET IN THE TOP OF A CONCRETE POST THAT IS 8 INCHES SQUARE AND PROJECTS 6 INCHES ABOVE THE GROUND SURFACE. IT IS 0.4 MILES SOUTH OF THE STATION, 0.05 MILE SOUTH OF A CROSSROAD, WEST OF RAILROAD MILE POST 131, 66.5 FEET EAST OF THE CENTER OF ROAD 99W, 42.0 FEET WEST OF THE WEST RAIL OF THE SOUTHERN PACIFIC COMPANY TRACKS AND 1.0 FOOT SOUTH OF A METAL WITNESS POST WITH SIGN ATTACHED. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT0318DRIER AZ MKhttp://www.geocaching.com/mark/details.asp?PID=KT0318DRIER AZ MKGeocacheGeocacheDRIER AZ MKCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>DRIER AZ MK</h1> <b> PID </b> KT0318 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MAXWELL (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 15 10. (N) 122 11 26. (W) SCALED <br> <b> NAVD 88 </b> 27.72 (+/-2cm) 90.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.66 (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 2 </td><td> 676,090. </td><td> 1,983,550. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 26.969 (m) 88.48 (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: 10SEJ698451(NAD 83) <br>MARKER: DZ = AZIMUTH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: DRIER 1959 <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>1959 </td><td>MONUMENTED </td><td>CGS</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>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 1.2 MI S FROM MAXWELL. 1.25 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF OAK STREET AT MAXWELL, AT THE CROSSING OF AN IRRIGATION CANAL, IN THE TOP OF THE WEST CONCRETE HEAD WALL OF CULVERT 131.81, 21.8 FEET WEST OF THE WEST RAIL, 6.5 FEET SOUTH OF THE NORTH END OF THE HEAD WALL, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (1971) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT0316DRIER RM 2http://www.geocaching.com/mark/details.asp?PID=KT0316DRIER RM 2GeocacheGeocacheDRIER RM 2CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>DRIER RM 2</h1> <b> PID </b> KT0316 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MAXWELL (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 15 10.01789(N) 122 11 27.72469(W) ADJUSTED <br> <b> NAVD 88 </b> 26.41 (+/-2cm) 86.6 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 1.00 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.66 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 676,085.406 1</td><td>983,511.750</td><td> MT </td><td>0.99991896</td><td> -0 ' 07 13.6"</td></tr><tr><td>SPC CA 2 </td><td>2,218,123.54 6</td><td>507,571.47 </td><td> sFT </td><td>0.99991896</td><td> -0 ' 07 13.6"</td></tr><tr><td>UTM 10 </td><td>4,345,140.567 </td><td>569,800.263</td><td> MT </td><td>0.99965999</td><td> +0 ' 30 42.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000051 x 0.99991896 = 0.99991947 <br> <b>UTM 10 </b> 1.00000051 x 0.99965999 = 0.99966050 <br> <p> <table border=1><tr><td> </td><td> Primary Azimuth Mark </td><td>Grid Az</td></tr><tr><td>SPC CA 2 </td><td> CORT </td><td>179° 44' 07.9"</td></tr><tr><td>UTM 10 </td><td> CORT </td><td>179° 06' 11.5"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>KT0317</td><td>DRIER </td><td> 7.822 METERS</td><td>052° 40' </td></tr><tr><td>KT1856</td><td>CORT </td><td>APPROX. 3.0 KM</td><td>179° 36' 54.3"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 15 10.01089(N) 122 11 27.71878(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 39 15 10.41040(N) 122 11 23.80691(W) AD( ) 1 <br> NGVD 29 (??/??/92) 25.653 (m) 84.16 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ6980045141(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: DRIER NO 2 1959 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1959 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 1.6 MI S FROM MAXWELL. 1.6 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF OAK STREET AT MAXWELL, 46.5 FEET WEST OF THE WEST RAIL, 62 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 25.65 FEET SOUTHWEST OF THE STATION, 25.0 FEET SOUTHWEST OF A WITNESS POST, ABOUT 1 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1971) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. AA4335DRIER RM 3http://www.geocaching.com/mark/details.asp?PID=AA4335DRIER RM 3GeocacheGeocacheDRIER RM 3NGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>DRIER RM 3</h1> <b> PID </b> AA4335 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MAXWELL (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 15 10. (N) 122 11 27. (W) SCALED <br> <b> NAVD 88 </b> 26.29 (+/-2cm) 86.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.66 (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 2 </td><td> 676,090. </td><td> 1,983,530. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (08/19/04) 25.53 (m) 83.8 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ698451(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: DRIER 1959 NO 3 1979 <br>MARK LOGO: NGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1979 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>19790211</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN) 1.6 MILES (2.6 KM) SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF OAK STREET IN MAXWELL, 0.1 MILE (0.2 KM) SOUTH OF THE JUNCTION OF A ROAD CROSSING EAST TO COLUSA-GLENN DRIER COMPANY, 62.7 FEET (19.1 M) EAST OF THE CENTERLINE OF ROAD 99W, 46.9 FEET (14.3 M) WEST OF THE WEST RAIL OF THE TRACK. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT0327E 1078http://www.geocaching.com/mark/details.asp?PID=KT0327E 1078GeocacheGeocacheE 1078CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>E 1078</h1> <b> PID </b> KT0327 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MAXWELL (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 17 46. (N) 122 11 27. (W) SCALED <br> <b> NAVD 88 </b> 28.41 (+/-2cm) 93.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.55 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 680,900. </td><td> 1,983,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 27.656 (m) 90.73 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ697499(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: E 1078 1967 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1967 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1967 1.4 MI N FROM MAXWELL. 1.35 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF OAK STREET AT MAXWELL, 0.1 MILE SOUTH OF THE CROSSING OF A ROAD TO A HOUSE, IN THE TOP AND 1.7 FEET NORTH OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF CULVERT 134.43, 22.5 FEET WEST OF THE WEST RAIL, AND ABOUT 1 FOOT LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT0488E 850http://www.geocaching.com/mark/details.asp?PID=KT0488E 850GeocacheGeocacheE 850CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>E 850</h1> <b> PID </b> KT0488 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 50. (N) 122 13 39. (W) SCALED <br> <b> NAVD 88 </b> 37.46 (+/-2cm) 122.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.82 (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 2 </td><td> 666,230. </td><td> 1,980,340. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 36.696 (m) 120.39 (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: 10SEJ667352(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: E 850 1949 <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>1949 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20040415</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 5 MI W FROM WILLIAMS. 4.3 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, THENCE 0.7 MILE NORTH ALONG SHAAD ROAD, 29.5 FEET WEST OF THE CENTER LINE OF THE ROAD, 7 FEET NORTHWEST OF A 24 INCH TREE, 2.5 FEET NORTH OF A WITNESS POST, 2 FEET EAST OF A FENCE LINE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KT0328F 1078http://www.geocaching.com/mark/details.asp?PID=KT0328F 1078GeocacheGeocacheF 1078CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>F 1078</h1> <b> PID </b> KT0328 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MAXWELL (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 18 33. (N) 122 11 29. (W) SCALED <br> <b> NAVD 88 </b> 25.76 (+/-2cm) 84.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.52 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 682,350. </td><td> 1,983,490. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 25.012 (m) 82.06 (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: 10SEJ697513(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: F 1078 1967 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1967 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1967 2.2 MI N FROM MAXWELL. 2.25 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF OAK STREET AT MAXWELL, 9 1/2 POLES NORTH OF MILEPOLE 135, DIRECTLY OPPOSITE RAILROAD BRIDGE 135.31, IN THE TOP AND 1.8 FEET NORTH OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF TRIPLE CONCRETE BOX CULVERTS 15-43 UNDER THE HIGHWAY, 42 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 66.1 FEET WEST OF THE WEST RAIL, ABOUT 2 FEET LOWER THAN THE HIGHWAY AND 3 FEET LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT0329F 200http://www.geocaching.com/mark/details.asp?PID=KT0329F 200GeocacheGeocacheF 200CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>F 200</h1> <b> PID </b> KT0329 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MAXWELL (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 19 10. (N) 122 11 29. (W) SCALED <br> <b> NAVD 88 </b> 26.27 (+/-2cm) 86.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.49 (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 2 </td><td> 683,490. </td><td> 1,983,500. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 25.519 (m) 83.72 (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: 10SEJ697525(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: F 200 1935 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1935 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1967 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1967 3 MI N FROM MAXWELL. 2.95 MILES NORTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE CROSSING OF OAK STREET AT MAXWELL, 36.2 FEET WEST OF THE WEST RAIL, 3 FEET NORTHEAST OF MILEPOLE 136, 71 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 69 FEET SOUTH OF THE CENTER LINE OF A GRAVELED ROAD WHICH CROSSES THE TRACK, 1.1 FEET SOUTH OF A WITNESS POST, ABOUT 3 1/2 FEET LOWER THAN THE TRACK, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT0489F 850http://www.geocaching.com/mark/details.asp?PID=KT0489F 850GeocacheGeocacheF 850CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>F 850</h1> <b> PID </b> KT0489 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 10 30. (N) 122 13 35. (W) SCALED <br> <b> NAVD 88 </b> 38.78 (+/-2cm) 127.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.80 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 667,460. </td><td> 1,980,440. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 38.024 (m) 124.75 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ668364(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: F 850 1949 <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>1949 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 5.7 MI W FROM WILLIAMS. 4.3 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, THENCE 1.4 MILES NORTH ALONG SHAAD ROAD, AT A CONCRETE BRIDGE AT THE INTERSECTION OF SHAAD ROAD AND FRESHWATER ROAD, ABOUT 500 FEET NORTHEAST OF A RANCH HOUSE, 37.5 FEET NORTH OF POWER POLE NO. 11214, 22.5 FEET NORTHWEST OF THE INTERSECTION OF THE CENTER LINES OF THE ROADS, AND SET IN THE EAST END OF THE NORTH CONCRETE HEADWALL OF THE BRIDGE. KT0490F 850 RESET 1968http://www.geocaching.com/mark/details.asp?PID=KT0490F 850 RESET 1968GeocacheGeocacheF 850 RESET 1968LOCENGUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>F 850 RESET 1968</h1> <b> PID </b> KT0490 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> WILLIAMS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 10 30. (N) 122 13 35. (W) SCALED <br> <b> NAVD 88 </b> 37.51 (+/-2cm) 123.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.80 (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 2 </td><td> 667,460. </td><td> 1,980,440. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 36.74 (m) 120.5 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ668364(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: F 850 RESET 1968 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1968 </td><td>MONUMENTED </td><td>LOCENG</td></tr><tr><td>20040415</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1968 5.7 MI WNW FROM WILLIAMS. LOCATED 4.3 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT WILLIAMS, THENCE 1.4 MILES NORTH ALONG SCHAAD ROAD, AT A CONCRETE BRIDGE AT THE INTERSECTION OF SCHAAD ROAD AND FRESHWATER ROAD, ABOUT 500 FEET NORTHEAST OF A RANCH HOUSE, 1 FOOT FROM THE WEST END OF THE SOUTHWEST WINGWALL. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KT0330G 1078http://www.geocaching.com/mark/details.asp?PID=KT0330G 1078GeocacheGeocacheG 1078CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>G 1078</h1> <b> PID </b> KT0330 <br> <b> STATE/COUNTY</b> CA/COLUSA <br> <b> USGS QUAD </b> MAXWELL (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 20 04. (N) 122 11 29. (W) SCALED <br> <b> NAVD 88 </b> 29.81 (+/-2cm) 97.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.45 (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 2 </td><td> 685,150. </td><td> 1,983,500. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 29.066 (m) 95.36 (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<