Benchmark file generated by bmgpxbmgpx by Ron Parkerbmgpx@parkrrrr.comAH5604143 BB RESEThttp://www.geocaching.com/mark/details.asp?PID=AH5604143 BB RESETGeocacheGeocache143 BB RESETCADTUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>143 BB RESET</h1> <b> PID </b> AH5604 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> BROWNS VALLEY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 13 16. (N) 121 27 59. (W) SCALED <br> <b> NAVD 88 </b> 44.67 (+/-2cm) 146.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.43 (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The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value.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> 672,690. </td><td> 2,046,080. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (08/19/04) 43.98 (m) 144.3 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ323424(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 143 BB 1908 RESET 1976 <br>MARK LOGO: USGS <br>PROJECTION: FLUSH <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>1976 </td><td>MONUMENTED </td><td>CADT</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1976 (LJT) IN MARYSVILLE, 8.9 MILES (14.3 KM) NORTHEAST ALONG STATE HIGHWAY ROUT 20 AT THE INTERSECTION OF SPRING VALLEY ROAD, 72.6 FEET (22.1 M) NORTH OF CENTERLINE OF ROUTE 20, 62.2 FEET (19.0 M) WEST OF CENTERLINE OF SPRING VALLEY ROAD, 43.5 FEET (13.3 M) SOUTHEAST OF FENCE, 3.0 FEET (0.9 M) NORTHWEST OF POWER POLE SET ON THE TOP OF A CONCRETE POST. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS09332093http://www.geocaching.com/mark/details.asp?PID=KS09332093GeocacheGeocache2093DODUSE Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>2093</h1> <b> PID </b> KS0933 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> OLIVEHURST (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 06 05. (N) 121 33 40. (W) SCALED <br> <b> NAVD 88 </b> 19.774 (meters) 64.88 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.25 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 19.762 (meters) 64.84 (feet) COMP <br> <b> MODELED GRAV</b> 980,029.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>This mark is at Yuba County Airport (MYV) <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 659,350. </td><td> 2,037,960. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 19.077 (m) 62.59 (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: 10SFJ244290(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE IMBEDDED IN GROUND <br>STAMPING: 2093 65.66 <br>MARK LOGO: USE <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 11, 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>DOD</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1974 </td><td>GOOD </td><td>USE</td></tr><tr><td>19880812</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040311</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 2.6 MI S FROM MARYSVILLE. ABOUT 1 3/4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT MARYSVILLE, YUBA COUNTY, THENCE ABOUT 0.65 MILE WEST ALONG FEATHER RIVER BOULEVARD, AND THENCE ABOUT 0.25 MILE SOUTH ALONG A PAVED STREET, AT YUBA COUNTY AIRPORT, ABOUT 0.4 MILE NORTHEAST OF THE AIRPORT BEACON, IN LINE WITH THE PROLONGATION TO THE EAST OF THE CENTER LINE OF THE EAST-AND-WEST RUNWAY, ABOUT 283 FEET EAST OF THE EAST END OF THE RUNWAY, 35 FEET WEST OF THE CENTER LINE OF A PAVED ROAD PARALLELING THE EAST BOUNDARY FENCE, AND 0.8 FOOT WEST OF THE FENCE. <p> <h2>STATION RECOVERY (1974) </h2> <p>RECOVERY NOTE BY US ENGINEERS 1974 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 0.5 KM (0.30 MI) WESTERLY ALONG 7TH STREET FROM THE SOUTHERN PACIFIC RAILROAD STATION IN MARYSVILLE, THENCE 2.5 KM (1.55 MI) SOUTHEASTERLY ALONG STATE HIGHWAY 70, THENCE 0.2 KM (0.10 MI) WESTERLY ALONG FEATHER RIVER BOULEVARD, THENCE 3.1 KM (1.95 MI) SOUTHERLY ALONG ARBOGA ROAD, ON THE EXTENDED CENTER OF THE EAST-WEST RUNWAY OF THE YUBA COUNTY AIRPORT, 16.5 M (54.1 FT) SOUTH OF THE CENTER OF THE ENTRANCE TO THE AIRPORT, 9.6 M (31.5 FT) WEST OF THE CENTERLINE OF THE ROAD, 3.1 M (10.2 FT) EAST OF A FENCE, AND LEVEL WITH THE HIGHWAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS08122201.8 USGShttp://www.geocaching.com/mark/details.asp?PID=KS08122201.8 USGSGeocacheGeocache2201.8 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>2201.8 USGS</h1> <b> PID </b> KS0812 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 25 39. (N) 121 04 25. (W) SCALED <br> <b> NAVD 88 </b> 671.832 (meters) 2204.17 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.49 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 671.363 (meters) 2202.63 (feet) COMP <br> <b> MODELED GRAV</b> 979,906.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 695,870. </td><td> 2,079,760. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 671.040 (m) 2201.57 (f) ADJUSTED 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: 10SFJ658659(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <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>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 2.9 MI S FROM CAMPTONVILLE. 2.9 MILES SOUTH ALONG STATE HIGHWAY 49 FROM CAMPTONVILLE, YUBA COUNTY, 25 YARDS SOUTHEAST OF THE UPPER END OF AN IRON CULVERT, 21 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND IN A 24-INCH TWIN OAK TREE. A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS1624225 53.05 2593http://www.geocaching.com/mark/details.asp?PID=KS1624225 53.05 2593GeocacheGeocache225 53.05 2593CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>225 53.05 2593</h1> <b> PID </b> KS1624 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 26 30.77977(N) 121 03 47.15031(W) ADJUSTED <br> <b> NAVD 88 </b> 792. (meters) 2598. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 10.22 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.37 (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> 697,476.568 2</td><td>080,646.528</td><td> MT </td><td>0.99993406</td><td> +0 ' 35 26.5"</td></tr><tr><td>SPC CA 2 </td><td>2,288,304.37 6</td><td>826,254.48 </td><td> sFT </td><td>0.99993406</td><td> +0 ' 35 26.5"</td></tr><tr><td>UTM 10 </td><td>4,367,604.902 </td><td>666,677.779</td><td> MT </td><td>0.99994206</td><td> +1 ' 13 50.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99987977 x 0.99993406 = 0.99981384 <br> <b>UTM 10 </b> 0.99987977 x 0.99994206 = 0.99982184 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 26 30.77195(N) 121 03 47.14116(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 26 31.15900(N) 121 03 43.30400(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: 10SFJ6667867605(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>1949 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 SEE STATION LOG KS08082668.9 USGShttp://www.geocaching.com/mark/details.asp?PID=KS08082668.9 USGSGeocacheGeocache2668.9 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>2668.9 USGS</h1> <b> PID </b> KS0808 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 27 11. (N) 121 03 07. (W) SCALED <br> <b> NAVD 88 </b> 814.277 (meters) 2671.51 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.26 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 813.688 (meters) 2669.57 (feet) COMP <br> <b> MODELED GRAV</b> 979,876.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 698,730. </td><td> 2,081,590. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 813.464 (m) 2668.84 (f) ADJUSTED 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: 10SFJ676688(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 0 = UNSPECIFIED SETTING <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>1948 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 AT CAMPTONVILLE. AT THE WEST SIDE OF CAMPTONVILLE, YUBA COUNTY, ON STATE HIGHWAY 49, ABOUT 270 YARDS NORTH OF THE LANG GARAGE, AT THE EAST SIDE OF THE HIGHWAY, AND IN THE SOUTH BASE OF A 15-INCH PINE TREE. A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER. KS08042738.2 USGShttp://www.geocaching.com/mark/details.asp?PID=KS08042738.2 USGSGeocacheGeocache2738.2 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>2738.2 USGS</h1> <b> PID </b> KS0804 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 28 39. (N) 121 02 32. (W) SCALED <br> <b> NAVD 88 </b> 835.417 (meters) 2740.86 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.10 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 834.799 (meters) 2738.84 (feet) COMP <br> <b> MODELED GRAV</b> 979,859.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 701,450. </td><td> 2,082,400. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 834.585 (m) 2738.13 (f) ADJUSTED 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: 10SFJ683715(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: BOULDER <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>1934 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 2.6 MI N FROM CAMPTONVILLE. 2.6 MILES NORTH ALONG STATE HIGHWAY 49 FROM CAMPTONVILLE, YUBA COUNTY, 25 YARDS EAST OF A CONCRETE-BOX CULVERT, AT THE EAST EDGE OF THE HIGHWAY, AND ON THE TOP OF A BOULDER. A CHISELED SQUARE. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS08052793.4 USGShttp://www.geocaching.com/mark/details.asp?PID=KS08052793.4 USGSGeocacheGeocache2793.4 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>2793.4 USGS</h1> <b> PID </b> KS0805 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 27 59. (N) 121 02 44. (W) SCALED <br> <b> NAVD 88 </b> 852.237 (meters) 2796.05 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.16 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 851.611 (meters) 2793.99 (feet) COMP <br> <b> MODELED GRAV</b> 979,863.7 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 700,210. </td><td> 2,082,130. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 851.414 (m) 2793.35 (f) ADJUSTED 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: 10SFJ681703(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: 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>1934 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 1.6 MI N FROM CAMPTONVILLE. 1.6 MILES NORTH ALONG STATE HIGHWAY 49 FROM CAMPTONVILLE, YUBA COUNTY, 6 YARDS NORTH OF A 30-INCH IRON CULVERT, AT THE EAST EDGE OF THE HIGHWAY, AND ON THE TOP OF A ROCK OUTCROP. A CHISELED SQUARE. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS20313Ahttp://www.geocaching.com/mark/details.asp?PID=KS20313AGeocacheGeocache3ANGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>3A</h1> <b> PID </b> KS2031 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> OLIVEHURST (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 06 15.49868(N) 121 34 21.99390(W) ADJUSTED <br> <b> NAVD 88 </b> 19.3 (meters) 63. (feet) GPS OBS <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> X </b> -2,594,880.846 (meters) COMP <br> <b> Y </b> -4,222,412.706 (meters) COMP <br> <b> Z </b> 4,001,303.163 (meters) COMP <br> <b> LAPLACE CORR</b> 2.64 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> -9.92 (meters) (06/28/94) GPS OBS <br> <b> GEOID HEIGHT</b> -29.25 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <b> ELLP ORDER </b> FIFTH CLASS I <br> <p>This mark is at Yuba County Airport (MYV) <p>The horizontal coordinates were established by GPS observations and adjusted by the National Geodetic Survey in June 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was determined by GPS observations and a high-resolution geoid model. <p>The X, Y, and Z were computed from the position and the ellipsoidal ht. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The ellipsoidal height was determined by GPS observations and is referenced to NAD 83. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 659,672.497 2</td><td>036,951.186</td><td> MT </td><td>0.99991473</td><td> +0 ' 16 09.7"</td></tr><tr><td>SPC CA 2 </td><td>2,164,275.52 6</td><td>682,897.35 </td><td> sFT </td><td>0.99991473</td><td> +0 ' 16 09.7"</td></tr><tr><td>UTM 10 </td><td>4,329,321.106 </td><td>623,406.804</td><td> MT </td><td>0.99978752</td><td> +0 ' 54 01.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000156 x 0.99991473 = 0.99991629 <br> <b>UTM 10 </b> 1.00000156 x 0.99978752 = 0.99978908 <br> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (06/28/94) 18.5 (m) 61. (f) GPS OBS <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ2340729321(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. <br>SP_SET: ASPHALT <br>STAMPING: 3 A <br>MARK LOGO: NGS <br>MAGNETIC: O = OTHER; SEE DESCRIPTION <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - May 10, 1992 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1987 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>19920510</td><td>GOOD</td><td>NGS</td></tr><tr><td>19930615</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1987 STATION IS LOCATED AT THE NORTH END OF THE YUBA COUNTY AIRPORT JUST SOUTH OF THE CITY OF MARYSVILLE. IT IS ON THE EAST SIDE OF RUNWAY END 14, 119.2 FT (36.33 M) EAST OF THE SECOND BLUE TAXIWAY LIGHT FROM THE EDGE OF THE RUNWAY, 54.5 FT (16.61 M) WEST OF THE THIRD BLUE TAXIWAY LIGHT FROM THE EDGE, 114.8 FT (34.99 M) NORTHWEST OF THE SECOND BLUE TAXIWAY LIGHT FROM THE EDGE OF THE RUNWAY ON THE SOUTH SIDE OF THE TAXIWAY, 117.4 FT (35.78 M) NORTHEAST OF A 14 SIGN AND 8.1 FT (2.47 M) SOUTH OF THE NORTH EDGE OF THE TAXIWAY. A TWO-INCH DISK STAMPED - 3A - CEMENTED INTO THE ASPHALT TAXIWAY. <p> <h2>STATION RECOVERY (1992) </h2> <p>RECOVERED 1992 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1993) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 THE STATION IS LOCTAED AT THE N END OF THE AIRPORT, E FROM CL END RWY 14. IT IS 119.2 FT (36.3 M) E FROM THE 2ND TAXIWAY LIGHT ON THE N SIDE OF TAXIWAY, 54.5 FT (16.6 M) W FROM THE 3RD TAXIWAY LIGT ON THE N SIDE OF TAXIWAY, 114.8 FT (35.0 M) NW FROM THE 2ND TAXIWAY LIGHT ON THE S SIDE OF TAXIWAY, 117.4 FT (35.8 M) NE FROM 14 SIGN, AND 8.1 FT (2.5 M) S FROM N EDGE OF TAXIWAY. THE STATION IS A 2 1/2 DISK STAMPED 3 A CEMENTED INTO THE ASPHALT OF TAXIWAY. KS092661.967http://www.geocaching.com/mark/details.asp?PID=KS092661.967GeocacheGeocache61.967CADPWUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>61.967</h1> <b> PID </b> KS0926 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> YUBA CITY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 08 34. (N) 121 35 09. (W) SCALED <br> <b> NAVD 88 </b> 19.595 (meters) 64.29 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.15 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 19.583 (meters) 64.25 (feet) COMP <br> <b> MODELED GRAV</b> 980,029.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 663,940. </td><td> 2,035,800. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 18.900 (m) 62.01 (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: 10SFJ222335(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BUILDING <br>STAMPING: 61.967 USGS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 11, 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>CADPW</td></tr><tr><td>1948 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19880808</td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>20040311</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 AT MARYSVILLE. AT MARYSVILLE, YUBA COUNTY, AT THE NORTHEAST CORNER OF THE INTERSECTION OF SEVENTH AND B STREETS, AT THE CALIFORNIA DIVISION OF HIGHWAYS BUILDING, AT THE STEPS LEADING FROM THE B STREET SIDEWALK TO THE SOUTH END OF THE FRONT PORCH, IN THE TOP OF THE SECOND BRICK STEP FROM THE BOTTOM, 10 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING, 23.7 FEET EAST OF THE EAST EDGE OF THE B STREET SIDEWALK, AND 4.2 FEET NORTH OF THE NORTH EDGE OF THE SEVENTH STREET SIDEWALK. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS0775684 USGShttp://www.geocaching.com/mark/details.asp?PID=KS0775684 USGSGeocacheGeocache684 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>684 USGS</h1> <b> PID </b> KS0775 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> SMARTVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 12 23. (N) 121 17 49. (W) SCALED <br> <b> NAVD 88 </b> 209.24 (+/-2cm) 686.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.45 (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> 671,150. </td><td> 2,060,720. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 208.550 (m) 684.22 (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: 10SFJ470410(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: WALL <br>STAMPING: 684 1908 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 AT SMARTVILLE. AT SMARTVILLE, 116 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE POST OFFICE, ABOUT 66 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF A CHURCH, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 20 FEET NORTHWEST OF A POWER LINE POLE, 7.8 FEET NORTH OF A FENCE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE WALL. IN MAY 1949, USGS RECOVERED THIS MARK IN A CONCRETE FOUNDATION AT THE REMAINS OF AN OLD BUILDING, ABOUT 200 FEET SOUTHEAST ALONG THE MAIN THOROUGHFARE FROM THE CATHOLIC CHURCH, AND 30 FEET SOUTH OF THE CENTERLINE OF THE ROAD. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS074571 B B Chttp://www.geocaching.com/mark/details.asp?PID=KS074571 B B CGeocacheGeocache71 B B CUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>71 B B C</h1> <b> PID </b> KS0745 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> WHEATLAND (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 02 50. (N) 121 28 49. (W) SCALED <br> <b> NAVD 88 </b> 22.607 (meters) 74.17 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.28 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 22.593 (meters) 74.12 (feet) COMP <br> <b> MODELED GRAV</b> 980,023.7 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 653,380. </td><td> 2,044,990. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 21.922 (m) 71.92 (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: 10SFJ315231(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: 71.850 71 BBC 1908 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19880822</td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 2.2 MI SE FROM OSTROM. ABOUT 2-1/4 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT OSTROM, YUBA COUNTY, 4 FEET NORTHWEST OF MILEPOST 132, AND EAST OF THE TRACK. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS0778740.1 USGShttp://www.geocaching.com/mark/details.asp?PID=KS0778740.1 USGSGeocacheGeocache740.1 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>740.1 USGS</h1> <b> PID </b> KS0778 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> SMARTVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 11 45. (N) 121 18 03. (W) SCALED <br> <b> NAVD 88 </b> 226.18 (+/-2cm) 742.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.53 (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> 669,980. </td><td> 2,060,390. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 225.486 (m) 739.78 (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: 10SFJ467398(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>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 1.6 MI SE FROM SMARTVILLE. 0.7 MILE SOUTHEAST ALONG SMARTVILLE ROAD FROM THE POST OFFICE AT SMARTVILLE, THENCE 0.9 MILE SOUTH ALONG THE WHEATLAND ROAD, AT A CONCRETE BRIDGE, ON THE TOP OF THE CONCRETE WINGWALL, AND 12 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS075175.0http://www.geocaching.com/mark/details.asp?PID=KS075175.0GeocacheGeocache75.0CGSNONE Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>75.0</h1> <b> PID </b> KS0751 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> WHEATLAND (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 01 00. (N) 121 26 04. (W) SCALED <br> <b> NAVD 88 </b> 23.537 (meters) 77.22 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.30 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 23.522 (meters) 77.17 (feet) COMP <br> <b> MODELED GRAV</b> 980,019.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 650,010. </td><td> 2,048,980. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 22.873 (m) 75.04 (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: 10SFJ355197(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>MARK LOGO: NONE <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 - August 22, 1988 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19880822</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 0.7 MI NW FROM WHEATLAND. 0.7 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT WHEATLAND, AT CONCRETE CULVERT 128.01, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL, AND 7.3 FEET NORTHEAST OF THE NORTHEAST RAIL. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 1.2 KM (0.75 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF 4TH STREET IN WHEATLAND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS087076 BWS USGShttp://www.geocaching.com/mark/details.asp?PID=KS087076 BWS USGSGeocacheGeocache76 BWS USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>76 BWS USGS</h1> <b> PID </b> KS0870 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CHALLENGE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 24 30. (N) 121 08 48. (W) SCALED <br> <b> NAVD 88 </b> 485.516 (meters) 1592.90 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.81 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 485.188 (meters) 1591.82 (feet) COMP <br> <b> MODELED GRAV</b> 979,935.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 693,680. </td><td> 2,073,490. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 484.744 (m) 1590.36 (f) ADJUSTED 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: 10SFJ595637(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BWS 76 1590 1941 <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>1941 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19891103</td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 8.6 MI SE FROM CHALLENGE. 8.6 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE YUBA FEATHER UNION ELEMENTARY SCHOOL AT CHALLENGE, 9.95 MILES NORTHWEST OF NORTH SAN JUAN, AT THE BULLARDS BAR DAM, IN R7E T18N S24, IN THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE BRIDGE FLOOR, 8 1/2 FEET WEST OF THE CENTER LINE OF THE BRIDGE, 1.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE GUARDRAIL POST, 0.6 FOOT EAST OF THE EAST SIDE OF A CONCRETE POST, AND ABOUT LEVEL WITH THE ROAD. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1989 (NJS) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) BELIEVED TO BE UNDER WATER KS087377 BWS USGShttp://www.geocaching.com/mark/details.asp?PID=KS087377 BWS USGSGeocacheGeocache77 BWS USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>77 BWS USGS</h1> <b> PID </b> KS0873 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CHALLENGE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 23 56.41709(N) 121 07 56.25226(W) ADJUSTED <br> <b> NAVD 88 </b> 689.147 (meters) 2260.98 (feet) ADJUSTED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 4.83 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.82 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 688.682 (meters) 2259.45 (feet) COMP <br> <b> MODELED GRAV</b> 979,929.1 (mgal) NAVD 88 <br> <p> <b> HORZ ORDER </b> SECOND <br> <b> VERT ORDER </b> SECOND CLASS 0 <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 determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 692,657.449 2</td><td>074,736.013</td><td> MT </td><td>0.99992968</td><td> +0 ' 32 49.4"</td></tr><tr><td>SPC CA 2 </td><td>2,272,493.65 6</td><td>806,863.07 </td><td> sFT </td><td>0.99992968</td><td> +0 ' 32 49.4"</td></tr><tr><td>UTM 10 </td><td>4,362,720.135 </td><td>660,821.418</td><td> MT </td><td>0.99991845</td><td> +1 ' 11 08.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99989594 x 0.99992968 = 0.99982563 <br> <b>UTM 10 </b> 0.99989594 x 0.99991845 = 0.99981440 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 23 56.40826(N) 121 07 56.24384(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 23 56.80200(N) 121 07 52.40300(W) AD( ) 2 <br> NGVD 29 (??/??/??) 688.375 (m) 2258.44 (f) ADJUSTED 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: 10SFJ6082162720(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BWS 77 2258 1941 <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>1941 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890403</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 8.3 MI NW FROM NORTH SAN JUAN. 2.8 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE POST OFFICE AT NORTH SAN JUAN, THENCE 5.5 MILES NORTHWEST ALONG AN ASPHALT ROAD, IN R8E T18N S24, AT A SWITCHBACK CURVE, 60 FEET SOUTH OF THE APPROXIMATE CENTER OF THE T JUNCTION OF A DIRT ROAD SOUTHEAST, 26 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 43 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD SOUTHEAST, 1.2 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1989 (NJS) MARK NOT FOUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) BELIEVED TO BE DESTROYED KS075386 B B Dhttp://www.geocaching.com/mark/details.asp?PID=KS075386 B B DGeocacheGeocache86 B B DUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>86 B B D</h1> <b> PID </b> KS0753 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> WHEATLAND (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 00 38. (N) 121 25 26. (W) SCALED <br> <b> NAVD 88 </b> 27.108 (meters) 88.94 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.30 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 27.091 (meters) 88.88 (feet) COMP <br> <b> MODELED GRAV</b> 980,018.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 649,340. </td><td> 2,049,890. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 26.429 (m) 86.71 (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: 10SFJ364191(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE IMBEDDED IN GROUND <br>STAMPING: 86.644 B B D 86 1908 <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - August 24, 1988 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19880824</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 AT WHEATLAND. AT WHEATLAND, ALONG THE SOUTHERN PACIFIC CO. RAILROAD, 205 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE BANK OF AMERICA BUILDING, 200 FEET NORTHWEST OF THE CENTER OF THE MAIN ENTRANCE TO THE RAILROAD STATION, 80 FEET EAST OF THE CENTER OF CROSSING 128.1, 45.7 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 3 1/2 FEET NORTHWEST OF THE WEST END OF THE LOADING PLATFORM, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. IN WHEATLAND, AT THE INTERSECTION OF 4TH AND FRONT STREETS, 22.9 M (75.1 FT) SOUTHEAST OF THE CENTERLINE OF 4TH STREET, 18.9 M (62.0 FT) SOUTHWEST OF THE CENTER OF FRONT STREET, 13.9 M (45.6 FT) NORTHEAST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, AND 0.6 M (2.0 FT) NORTHEAST OF A UTILITY POLE. NOTE--THE DISK HAS BEEN HIT AND HAS SEVERAL SURFACE CUTS. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS096790 BB USGShttp://www.geocaching.com/mark/details.asp?PID=KS096790 BB USGSGeocacheGeocache90 BB USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>90 BB USGS</h1> <b> PID </b> KS0967 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> YUBA CITY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 12 50. (N) 121 30 48. (W) SCALED <br> <b> NAVD 88 </b> 28.252 (meters) 92.69 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.68 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 28.235 (meters) 92.63 (feet) COMP <br> <b> MODELED GRAV</b> 980,037.9 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 671,860. </td><td> 2,042,030. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 27.561 (m) 90.42 (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: 10SFJ283415(NAD 83) <br>MARKER: P = PIPE CAP <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 90 B B 1908 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1948 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr><tr><td>20050505</td><td>MARK NOT FOUND </td><td>CADWR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 6.7 MI NE FROM MARYSVILLE. 0.5 MILE SOUTH ALONG STATE HIGHWAY 24 FROM THE HIGH SCHOOL AT MARYSVILLE, THENCE 6.2 MILES NORTHEAST ALONG STATE HIGHWAY 20, AT THE JUNCTION OF WOODRUFF ROAD, ON THE INSIDE OF A CURVE, 58 FEET EAST OF THE JUNCTION OF THE WOODRUFF ROAD, 33.0 FEET SOUTHEAST OF A SIGN OROVILLE 27 MARYSVILLE 7, 14.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTHWEST OF A POWER LINE POLE, 1.4 FEET NORTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.5 FOOT ABOVE THE GROUND. <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 MARK NOT FOUND. KS0969A 845http://www.geocaching.com/mark/details.asp?PID=KS0969A 845GeocacheGeocacheA 845CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 845</h1> <b> PID </b> KS0969 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> YUBA CITY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 11 19. (N) 121 32 17. (W) SCALED <br> <b> NAVD 88 </b> 24.387 (meters) 80.01 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.87 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 24.372 (meters) 79.96 (feet) COMP <br> <b> MODELED GRAV</b> 980,035.8 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 669,050. </td><td> 2,039,910. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 23.695 (m) 77.74 (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: 10SFJ262387(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 845 1948 <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>1948 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1987 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1948 4.5 MI NE FROM MARYSVILLE. 0.5 MILE SOUTH ALONG STATE HIGHWAY 24 FROM THE HIGH SCHOOL AT MARYSVILLE, THENCE 4.0 MILES NORTHEAST ALONG STATE HIGHWAY 20, 86 FEET SOUTHWEST OF POWER LINE POLE 15/15, 56.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET NORTHWEST OF THE CENTER OF A WIRE GATE ACROSS A DIRT ROAD LEADING TO A FIELD, ABOUT 2 FEET HIGHER THAN THE HIGHWAY, AND IN THE TOP OF THE CENTER OF THE NORTH CONCRETE HEAD WALL OF A 36-INCH CONCRETE CULVERT. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (DME) MARK NOT FOUND. KS0767A 851http://www.geocaching.com/mark/details.asp?PID=KS0767A 851GeocacheGeocacheA 851CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 851</h1> <b> PID </b> KS0767 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> BROWNS VALLEY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 13 49. (N) 121 23 57. (W) SCALED <br> <b> NAVD 88 </b> 51.89 (+/-2cm) 170.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.01 (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> 673,740. </td><td> 2,051,870. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 51.204 (m) 167.99 (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: 10SFJ381435(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: A 851 1949 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - May 05, 2005 <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>20040311</td><td>GOOD </td><td>CADT</td></tr><tr><td>20050505</td><td>GOOD </td><td>CADWR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 6.5 MI W FROM SMARTVILLE. 6.5 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT SMARTVILLE, AT CONCRETE BRIDGE 1610, IN THE TOP OF THE SOUTHWEST WING WALL, 18.0 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND 6.2 FEET EAST OF THE SOUTHEAST CORNER OF A 6- BY 6-INCH WOODEN POST WITH 3 RED REFLECTORS ON THE WEST SIDE. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2005) </h2> <p>RECOVERY NOTE BY CA DEPT OF WATER RES 2005 RECOVERED IN GOOD CONDITION. KS0782A 854http://www.geocaching.com/mark/details.asp?PID=KS0782A 854GeocacheGeocacheA 854CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 854</h1> <b> PID </b> KS0782 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> SMARTVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 10 11. (N) 121 18 58. (W) SCALED <br> <b> NAVD 88 </b> 182.39 (+/-2cm) 598.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.80 (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> 667,070. </td><td> 2,059,100. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 181.701 (m) 596.13 (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: 10SFJ454369(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 854 1949 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - February 28, 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>1986 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040228</td><td>GOOD </td><td>ORBITE</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 3.9 MI S FROM SMARTVILLE. 0.7 MILE SOUTHEAST ALONG SMARTVILLE ROAD FROM THE POST OFFICE AT SMARTVILLE, THENCE 3.2 MILES SOUTH ALONG THE WHEATLAND ROAD, AT THE SOUTHWEST END OF A CURVE, 75 YARDS SOUTHWEST OF A 24-INCH METAL CULVERT, 70 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 21 FEET NORTHEAST OF THE CENTER LINE OF A TRACK ROAD LEADING EAST, 2.8 FEET NORTHWEST OF A FENCE, ABOUT 6 FEET HIGHER THAN THE ROAD, 2 FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (DME) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY ORBITECH INC 2004 (SHG) RECOVERED IN GOOD CONDITION. KS1628ADLAIhttp://www.geocaching.com/mark/details.asp?PID=KS1628ADLAIGeocacheGeocacheADLAICGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ADLAI</h1> <b> PID </b> KS1628 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 26 06.78973(N) 121 04 12.54977(W) ADJUSTED <br> <b> NAVD 88 </b> 760.2 (meters) 2494. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 9.73 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.44 (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 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> 696,730.567 2</td><td>080,046.805</td><td> MT </td><td>0.99993334</td><td> +0 ' 35 10.5"</td></tr><tr><td>SPC CA 2 </td><td>2,285,856.87 6</td><td>824,286.89 </td><td> sFT </td><td>0.99993334</td><td> +0 ' 35 10.5"</td></tr><tr><td>UTM 10 </td><td>4,366,852.243 </td><td>666,086.422</td><td> MT </td><td>0.99993964</td><td> +1 ' 13 34.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99988474 x 0.99993334 = 0.99981809 <br> <b>UTM 10 </b> 0.99988474 x 0.99993964 = 0.99982439 <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> LOHMAN </td><td>102° 40' 37.9"</td></tr><tr><td>UTM 10 </td><td> LOHMAN </td><td>102° 02' 14.3"</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>DB6137</td><td>ADLAI RM 1 </td><td> 5.623 METERS</td><td>017° 19' </td></tr><tr><td>KS1614</td><td>LOHMAN </td><td>APPROX. 3.4 KM</td><td>103° 15' 48.4"</td></tr><tr><td>DB6138</td><td>ADLAI RM 2 </td><td> 5.628 METERS</td><td>128° 46' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 26 06.78189(N) 121 04 12.54057(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 26 07.17100(N) 121 04 08.70600(W) AD( ) 2 <br> NGVD 29 (07/19/86) 759.4 (m) 2491. (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: 10SFJ6608666852(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>1956 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NES) THE STATION IS LOCATED ON A LOW NORTH SOUTH WOODED RIDGE OVERLOOKING THE CELESTIAL VALLEY AND OREGON CREEK TO THE EAST. <p>TO REACH THE STATION FROM THE POST OFFICE IN NORTH SAN JUAN, GO NORTH ON STATE HIGHWAY NO. 49 FOR 7.64 MILE TO A SIGN CABINS FOR RENT (ABOUT 0.3 MILE SOUTH OF WILSONS LOG CABIN CAFE) HERE TURN RIGHT OFF ROAD AND ETT. FROM HERE PACK EAST AND SOUTHEAST PAST CABINS THENCE SOUTHEAST FOR ABOUT 0.25 MILE TO TOP OF WOODED RIDGE, THEN BEAR RIGHT ALONG TOP OF RIDGE FOR ABOUT 100 FEET TO WERE RIDGE DROPS OFF TO THE SOUTH AND A SECTION CORNER, (N 1/4 CORNER SECTION 15, T 18 N, R 8 E.) TURN LEFT (EAST) AND GO ABOUT 75 FEET TO WERE RIDGE DROPS OFF TO THE EAST AND STATION MARK. <p>STATION MARK IS ABOUT 10 FEET NORTH OF A TRIANGLE BLAZED PINE TREE, ABOUT 4 FEET WEST OF THE EDGE OF THE RIDGE. IT IS A STANDARD DISK CEMENTED IN THE TOP OF A 2-1/2 INCH SOIL PIPE AND IT IS STAMPED ADLAI 1956 AND PROJECTS ABOUT 12 INCHES. <p>REFERENCE MARK NO. 1 IS ABOUT 1 FOOT HIGHER THAN THE STATION. IT IS A STANDARD DISK STAMPED ADLAI NO 1 1956 AND PROJECTS ABOUT 12 INCHES ABOVE THE GROUND SURFACE. <p>REFERENCE MARK NO. 2 IS ABOUT 1 FOOT LOWER THAN THE STATION. IT IS A STANDARD DISK CEMENTED IN THE TOP OF A 2-1/2 INCH SOIL PIPE AND IT IS STAMPED ADLAI NO 2 1956 AND PROJECTS ABOUT 12 INCHES ABOVE THE GROUND SURFACE. <p>NOTE--NO AZIMUTH MARK SET TO STATION. KS1770AIRPORT BEACON BEALE AFBhttp://www.geocaching.com/mark/details.asp?PID=KS1770AIRPORT BEACON BEALE AFBGeocacheGeocacheAIRPORT BEACON BEALE AFBCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>AIRPORT BEACON BEALE AFB</h1> <b> PID </b> KS1770 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> BROWNS VALLEY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 08 31.65650(N) 121 25 20.77168(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 8.97 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -28.61 (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> 663,942.813 2</td><td>049,927.422</td><td> MT </td><td>0.99991517</td><td> +0 ' 21 50.9"</td></tr><tr><td>SPC CA 2 </td><td>2,178,285.71 6</td><td>725,470.22 </td><td> sFT </td><td>0.99991517</td><td> +0 ' 21 50.9"</td></tr><tr><td>UTM 10 </td><td>4,333,733.683 </td><td>636,333.811</td><td> MT </td><td>0.99982886</td><td> +0 ' 59 45.5"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 08 31.64764(N) 121 25 20.76488(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 39 08 32.03400(N) 121 25 16.89800(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: 10SFJ3633433734(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>1961 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1987 </td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC) THE STATION IS THE CENTER OF THE GREEN AND WHITE ROTATING BEACON LIGHT. THE TOWER IS LACED STEEL, PAINTED RED AND WHITE, AND IS 81 FEET HIGH. IT IS NEAR THE NORTHWEST CORNER OF BEALE AIR FORCE BASE AND 500 FEET EAST OF DOOLITTLE DRIVE. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (BT) RECOVERED IN GOOD CONDITION. KS0802B 213http://www.geocaching.com/mark/details.asp?PID=KS0802B 213GeocacheGeocacheB 213CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 213</h1> <b> PID </b> KS0802 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 29 26. (N) 121 02 35. (W) SCALED <br> <b> NAVD 88 </b> 880.097 (meters) 2887.45 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.05 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 879.453 (meters) 2885.34 (feet) COMP <br> <b> MODELED GRAV</b> 979,864.1 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 702,900. </td><td> 2,082,320. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 879.272 (m) 2884.74 (f) ADJUSTED 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: 10SFJ682730(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: B 213 1934 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1934 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>19890331</td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040311</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1934 3.5 MI N FROM CAMPTONVILLE. 3.5 MILES NORTH ALONG STATE HIGHWAY 49 FROM CAMPTONVILLE, YUBA COUNTY, AT CONCRETE BRIDGE 1614, AND IN THE TOP OF THE WEST END POST OF THE NORTH CONCRETE HANDRAIL. A STANDARD DISK, STAMPED B 213 1934. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1989 (NJS) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS0971B 845http://www.geocaching.com/mark/details.asp?PID=KS0971B 845GeocacheGeocacheB 845CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 845</h1> <b> PID </b> KS0971 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> YUBA CITY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 10 06. (N) 121 33 24. (W) SCALED <br> <b> NAVD 88 </b> 21.583 (meters) 70.81 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.00 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 21.570 (meters) 70.77 (feet) COMP <br> <b> MODELED GRAV</b> 980,033.5 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 666,790. </td><td> 2,038,310. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 20.889 (m) 68.53 (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: 10SFJ246364(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 845 1948 <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>1948 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1987 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1948 2.9 MI NE FROM MARYSVILLE. 0.5 MILE SOUTH ALONG STATE HIGHWAY 24 FROM THE HIGH SCHOOL AT MARYSVILLE, THENCE 2.4 MILES NORTHEAST ALONG STATE HIGHWAY 20, 39.0 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 23 FEET SOUTH OF THE CENTER OF A WHITE WOODEN GATE ACROSS A DIRT ROAD LEADING TO THE RANCHO CINDERELLA, ABOUT 3 FEET LOWER THAN THE HIGHWAY, 2.2 FEET SOUTH OF A WITNESS POST, 2.0 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 (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (DME) MARK NOT FOUND. KS0783B 854http://www.geocaching.com/mark/details.asp?PID=KS0783B 854GeocacheGeocacheB 854CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 854</h1> <b> PID </b> KS0783 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> SMARTVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 28. (N) 121 18 52. (W) SCALED <br> <b> NAVD 88 </b> 161.46 (+/-2cm) 529.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.87 (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> 665,750. </td><td> 2,059,250. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 160.776 (m) 527.48 (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: 10SFJ456356(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 854 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>19890211</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 4.8 MI S FROM SMARTVILLE. 0.7 MILE SOUTHEAST ALONG SMARTVILLE ROAD FROM THE POST OFFICE AT SMARTVILLE, THENCE 4.1 MILES SOUTH ALONG THE WHEATLAND ROAD, AT THE APPROXIMATE CENTER OF A HORSESHOE CURVE, ON TOP OF A SMALL HILL, ABOUT 80 YARDS NORTH OF A METAL CULVERT, 49 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2.6 FEET NORTHWEST OF A FENCE, ABOUT 3 FEET LOWER THAN THE ROAD, 2.5 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1989 (GLC) MARK NOT FOUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS1979BE 61http://www.geocaching.com/mark/details.asp?PID=KS1979BE 61GeocacheGeocacheBE 61CADHUSE Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BE 61</h1> <b> PID </b> KS1979 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> WHEATLAND (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 02 08. (N) 121 27 51. (W) SCALED <br> <b> NAVD 88 </b> 25.627 (meters) 84.08 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.29 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 25.612 (meters) 84.03 (feet) COMP <br> <b> MODELED GRAV</b> 980,023.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 652,090. </td><td> 2,046,390. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p>No superseded survey control is available for this station. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ329218(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE <br>SP_SET: ABUTMENT <br>STAMPING: BE 61 1975 SACTO DIST <br>MARK LOGO: USE <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1975 </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>19880822</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040311</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 4.5 KM (2.80 MI) NORTHWESTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF 4TH STREET IN WHEATLAND, IN THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT GUARDRAIL OF STATE HIGHWAY 65 BRIDGE NUMBER 16-03 SPANNING BEST SLOUGH, 31.0 M (101.7 FT) SOUTHWEST OF THE NEAR RAIL, 6.2 M (20.3 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS1981BE 62http://www.geocaching.com/mark/details.asp?PID=KS1981BE 62GeocacheGeocacheBE 62CADHUSE Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BE 62</h1> <b> PID </b> KS1981 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> WHEATLAND (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 01 09. (N) 121 26 22. (W) SCALED <br> <b> NAVD 88 </b> 24.220 (meters) 79.46 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.30 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 24.205 (meters) 79.41 (feet) COMP <br> <b> MODELED GRAV</b> 980,020.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 650,280. </td><td> 2,048,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p>No superseded survey control is available for this station. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ350200(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE <br>SP_SET: ABUTMENT <br>STAMPING: BE 62 1975 SACTO DIST <br>MARK LOGO: USE <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1975 </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>19880822</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040311</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 1.7 KM (1.05 MI) NORTHWESTERLY ALONG SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF 4TH STREET IN WHEATLAND, IN THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT GUARDRAIL OF STATE HIGHWAY 65 BRIDGE NUMBER 16-01 SPANNING GRASSHOPPER SLOUGH, 31.5 M (103.3 FT) SOUTHWEST OF THE NEAR RAIL, 6.4 M (21.0 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS1980BE 63http://www.geocaching.com/mark/details.asp?PID=KS1980BE 63GeocacheGeocacheBE 63CADHUSE Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BE 63</h1> <b> PID </b> KS1980 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> WHEATLAND (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 01 23. (N) 121 26 44. (W) SCALED <br> <b> NAVD 88 </b> 25.281 (meters) 82.94 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.30 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 25.266 (meters) 82.89 (feet) COMP <br> <b> MODELED GRAV</b> 980,021.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 650,710. </td><td> 2,048,010. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p>No superseded survey control is available for this station. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ345204(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE <br>SP_SET: ABUTMENT <br>STAMPING: BE 63 1975 SACTO DIST <br>MARK LOGO: USE <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1975 </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>19880822</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040311</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 2.3 KM (1.45 MI) NORTHWESTERLY ALONG SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF 4TH STREET IN WHEATLAND, IN THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT GUARDRAIL OF STATE HIGHWAY 65 BRIDGE NUMBER 16-02 SPANNING DRY CREEK, 31.2 M (102.4 FT) SOUTHWEST OF THE NEAR RAIL, 6.2 M (20.3 FT) SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE HIGHWAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS1766BEALE AFB CONTROL TOWERhttp://www.geocaching.com/mark/details.asp?PID=KS1766BEALE AFB CONTROL TOWERGeocacheGeocacheBEALE AFB CONTROL TOWERCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BEALE AFB CONTROL TOWER</h1> <b> PID </b> KS1766 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> BROWNS VALLEY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 08 41.64814(N) 121 25 50.14844(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 8.71 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -28.63 (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> 664,246.455 2</td><td>049,220.092</td><td> MT </td><td>0.99991522</td><td> +0 ' 21 32.4"</td></tr><tr><td>SPC CA 2 </td><td>2,179,281.91 6</td><td>723,149.59 </td><td> sFT </td><td>0.99991522</td><td> +0 ' 21 32.4"</td></tr><tr><td>UTM 10 </td><td>4,334,029.481 </td><td>635,623.237</td><td> MT </td><td>0.99982648</td><td> +0 ' 59 27.2"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 08 41.63939(N) 121 25 50.14158(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 39 08 42.04400(N) 121 25 46.27700(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: 10SFJ3562334029(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>1961 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1987 </td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC) THE STATION IS THE CENTER OF THE TOP OF THE CONTROL TOWER. THE STRUCTURE IS ABOUT 110 FEET HIGH, HAVING A GLASS INCLOSED OBSERVATION ROOM AT THE TOP. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (UNK) RECOVERED IN GOOD CONDITION. KS1771BEALE AFB PARACHUTE RIGGING TRhttp://www.geocaching.com/mark/details.asp?PID=KS1771BEALE AFB PARACHUTE RIGGING TRGeocacheGeocacheBEALE AFB PARACHUTE RIGGING TRCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BEALE AFB PARACHUTE RIGGING TR</h1> <b> PID </b> KS1771 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> BROWNS VALLEY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 08 58.90032(N) 121 25 54.40370(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 8.80 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -28.61 (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> 664,777.790 2</td><td>049,114.592</td><td> MT </td><td>0.99991531</td><td> +0 ' 21 29.7"</td></tr><tr><td>SPC CA 2 </td><td>2,181,025.13 6</td><td>722,803.46 </td><td> sFT </td><td>0.99991531</td><td> +0 ' 21 29.7"</td></tr><tr><td>UTM 10 </td><td>4,334,559.573 </td><td>635,511.893</td><td> MT </td><td>0.99982611</td><td> +0 ' 59 24.9"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 08 58.89168(N) 121 25 54.39672(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 39 08 59.28000(N) 121 25 50.53100(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: 10SFJ3551234560(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>1961 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC) STATION IS LOCATED ABOUT 8.5 MILES EAST OF MARYSVILLE, 1.0 MILE SOUTH OF GATE AT NORTH ENTRANCE TO BEALE A.F.B. AND ON THE EAST SIDE OF LANDING STRIP. THE TOWER IS ON THE TOP OF THE BEALE A.F.B. COMPOSITE BUILDING AND PROJECTS ABOUT 40 FEET ABOVE THE ROOF OF BUILDING. THE CENTER OF 15 FT. SQUARE TOWER WAS INTERSECTED. KS1767BEALE AFB WATER TANKhttp://www.geocaching.com/mark/details.asp?PID=KS1767BEALE AFB WATER TANKGeocacheGeocacheBEALE AFB WATER TANKCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BEALE AFB WATER TANK</h1> <b> PID </b> KS1767 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> BROWNS VALLEY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 08 53.21473(N) 121 25 34.13195(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 8.98 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -28.59 (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> 664,605.532 2</td><td>049,602.416</td><td> MT </td><td>0.99991528</td><td> +0 ' 21 42.5"</td></tr><tr><td>SPC CA 2 </td><td>2,180,459.98 6</td><td>724,403.93 </td><td> sFT </td><td>0.99991528</td><td> +0 ' 21 42.5"</td></tr><tr><td>UTM 10 </td><td>4,334,392.721 </td><td>636,001.544</td><td> MT </td><td>0.99982775</td><td> +0 ' 59 37.6"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 08 53.20605(N) 121 25 34.12500(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 39 08 53.59200(N) 121 25 30.25800(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: 10SFJ3600234393(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>1961 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1987 </td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC) THE STATION IS THE CENTER OF THE TOP OF THE TANK. IT IS A RED AND WHITE COLORED TANK HAVING 6 ROUND LEGS AND IS 104.37 FEET HIGH. IT IS NEAR THE NORTHWEST CORNER OF BEALE AIR FORCE BASE, 4000 FEET EAST OF THE CENTERLINE OF THE NORTH AND SOUTH RUNWAY AND 200 FEET EAST OF THE CENTER OF DOOLITTLE DRIVE. IT IS THE ONLY ELEVATED WATER TANK ON THE BASE AT THIS TIME. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (RRH) RECOVERED IN GOOD CONDITION. KS1625BENDhttp://www.geocaching.com/mark/details.asp?PID=KS1625BENDGeocacheGeocacheBENDCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BEND</h1> <b> PID </b> KS1625 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 24 50.20882(N) 121 02 27.25152(W) ADJUSTED <br> <b> NAVD 88 </b> 807.5 (meters) 2649. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 11.66 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.39 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The 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> 694,395.280 2</td><td>082,589.608</td><td> MT </td><td>0.99993114</td><td> +0 ' 36 16.8"</td></tr><tr><td>SPC CA 2 </td><td>2,278,195.18 6</td><td>832,629.41 </td><td> sFT </td><td>0.99993114</td><td> +0 ' 36 16.8"</td></tr><tr><td>UTM 10 </td><td>4,364,545.461 </td><td>668,655.171</td><td> MT </td><td>0.99995023</td><td> +1 ' 14 39.0"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99987731 x 0.99993114 = 0.99980846 <br> <b>UTM 10 </b> 0.99987731 x 0.99995023 = 0.99982755 <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> SELVESTER </td><td>194° 23' 02.5"</td></tr><tr><td>UTM 10 </td><td> SELVESTER </td><td>193° 44' 40.3"</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>DB6296</td><td>BEND RM 1 </td><td> 6.901 METERS</td><td>117° 50' </td></tr><tr><td>KS1612</td><td>SELVESTER </td><td>APPROX. 4.0 KM</td><td>194° 59' 19.3"</td></tr><tr><td>DB6297</td><td>BEND RM 2 </td><td> 6.257 METERS</td><td>233° 41' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 24 50.20075(N) 121 02 27.24210(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 24 50.58900(N) 121 02 23.41400(W) AD( ) 2 <br> NGVD 29 (07/19/86) 806.7 (m) 2647. (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: 10SFJ6865564545(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>1956 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NES) THE STATION IS LOCATED ON A HORSESHOE BEND IN THE ROAD, AND ON THE SOUTH SLOPE OF LOHMAN RIDGE. <p>TO REACH FROM THE POST OFFICE IN NORTH SAN JUAN, GO NORTH ON STATE HIGHWAY NO. 49 FOR 2.7 MILE TO THE MIDDLE FORK OF THE YUBA RIVER BRIDGE, CONTINUE FOR 0.1 MILE TO A FORK, TAKE RIGHT FORK AS PER SIGN ALLEEGENY-PIKE AND FOLLOW MAIN TRAVELED ROAD FOR 2.2 MILES TO THE SCHNELLMAN RANCH, CONTINUE ON MAIN TRAVELED ROAD UP HILL FOR 1.70 MILES TO A SHARP HORSESHOE BEND TO THE LEFT AND AN OLD ABANDONED LOGGING ROAD ON THE LEFT. AND THE STATION ON THE RIGHT. <p>THE STATION IS LOCATED ABOUT 43 FEET SOUTH OF THE CENTER OF THE ALLEGENY-PIKE ROAD, 4 FEET LOWER THAN THE ROAD SURFACE. IT IS A STANDARD DISK SET IN CONCRETE AND IT IS STAMPED BEND 1956 AND IT IS FLUSH WITH THE ROAD SURFACE. <p>REFERENCE MARK NO. 1 IS ABOUT 2 FEET LOWER THAN THE STATION. IT IS A STANDARD DISK SET IN CONCRETE AND IT IS STAMPED BEND NO 1 1956 AND IT IS SET FLUSH WITH THE GROUND SURFACE. <p>REFERENCE MARK NO. 2 IS A STANDARD DISK SET IN CONCRETE. IT IS STAMPED BEND NO 2 1956 AND IT IS SET FLUSH WITH THE GROUND SURFACE. <p>NOTE--NO AZIMUTH MARK SET TO STATION. KS1781BM NR CHINNhttp://www.geocaching.com/mark/details.asp?PID=KS1781BM NR CHINNGeocacheGeocacheBM NR CHINNCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BM NR CHINN</h1> <b> PID </b> KS1781 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> LOMA RICA (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 16 14.23763(N) 121 25 59.86194(W) ADJUSTED <br> <b> NAVD 88 </b> 285. (meters) 935. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 11.22 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -27.98 (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> 678,200.858 2</td><td>048,899.831</td><td> MT </td><td>0.99991992</td><td> +0 ' 21 26.2"</td></tr><tr><td>SPC CA 2 </td><td>2,225,063.98 6</td><td>722,098.86 </td><td> sFT </td><td>0.99991992</td><td> +0 ' 21 26.2"</td></tr><tr><td>UTM 10 </td><td>4,347,978.215 </td><td>635,148.819</td><td> MT </td><td>0.99982490</td><td> +0 ' 59 30.7"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99995972 x 0.99991992 = 0.99987965 <br> <b>UTM 10 </b> 0.99995972 x 0.99982490 = 0.99978463 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 16 14.23013(N) 121 25 59.85295(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 16 14.62200(N) 121 25 55.98100(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: 10SFJ3514947978(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 SEE STATION CHINN KS1660BULLhttp://www.geocaching.com/mark/details.asp?PID=KS1660BULLGeocacheGeocacheBULLCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BULL</h1> <b> PID </b> KS1660 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 26 59.67812(N) 121 07 01.39625(W) ADJUSTED <br> <b> NAVD 88 </b> 705.0 (meters) 2313. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 7.48 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.56 (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>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> 698,321.190 2</td><td>075,993.503</td><td> MT </td><td>0.99993494</td><td> +0 ' 33 24.0"</td></tr><tr><td>SPC CA 2 </td><td>2,291,075.44 6</td><td>810,988.68 </td><td> sFT </td><td>0.99993494</td><td> +0 ' 33 24.0"</td></tr><tr><td>UTM 10 </td><td>4,368,397.490 </td><td>662,015.617</td><td> MT </td><td>0.99992319</td><td> +1 ' 11 48.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99989342 x 0.99993494 = 0.99982836 <br> <b>UTM 10 </b> 0.99989342 x 0.99992319 = 0.99981662 <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> OREGON </td><td>216° 22' 11.4"</td></tr><tr><td>UTM 10 </td><td> OREGON </td><td>215° 43' 47.3"</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>DB6418</td><td>BULL RM 1 </td><td> 9.123 METERS</td><td>043° 44' </td></tr><tr><td>KS1697</td><td>BULL HUB A 1956 </td><td> 62.134 METERS</td><td>045° 42' </td></tr><tr><td>DB7519</td><td>PICTURE POINT </td><td> </td><td>058° 16' </td></tr><tr><td>DB6419</td><td>BULL RM 2 </td><td> 8.511 METERS</td><td>177° 56' </td></tr><tr><td>KS1730</td><td>OREGON </td><td>APPROX. 8.6 KM</td><td>216° 55' 35.4"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 26 59.67048(N) 121 07 01.38727(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 39 27 00.06500(N) 121 06 57.54100(W) AD( ) 3 <br> NGVD 29 (07/19/86) 704.2 (m) 2310. (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: 10SFJ6201668397(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>1956 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NES) THE STATION IS LOCATED IN THE TAHOE NATIONAL FOREST, ABOUT 5 MILES NORTH-NORTHWEST OF NORTH SAN JUAN, ABOUT 4 MILES EAST OF CAMPTONVILLE, AND ABOUT 3 MILES NORTHEAST OF THE DAM AT BULLARDS BAR. IT IS ON THE CREST OF A LONG WOODED RIDGE. <p>TO REACH FROM NORTH SAN JUAN, GO NORTH ON STATE HIGHWAY 49 FOR 6.4 MILES TO WILSONS LOG CABIN ON THE RIGHT AND A MACADAM SIDE ROAD ON THE LEFT. TURN LEFT (WEST) GO 3.0 MILES TO A FORK. TURN RIGHT (NORTHWEST) AND GO 1.5 MILES TO A FORK. KEEP RIGHT (NORTH) AND GO 0.3 MILE TO A SIDE ROAD LEFT LEADING UP HILL. TURN LEFT (WEST) AND GO 1.2 MILES TO A FORK. KEEP RIGHT (NORTH) AND GO 0.25 MILE TO A FORK. KEEP RIGHT (NORTHEAST) AND GO 0.45 MILE TO STATION ON LEFT. <p>THE STATION MARK, STAMPED BULL 1956, IS A STANDARD BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH. IT IS 25 FEET WEST OF THE CENTER OF THE ROAD AND 13 FEET SOUTH OF A LARGE TRIANGLE-BLAZED PINE TREE. <p>REFERENCE MARK NO. 1, STAMPED BULL NO 1 1956, IS A STANDARD BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH. IT IS 17 FEET WEST OF THE CENTER OF THE ROAD. <p>REFERENCE MARK NO. 2, STAMPED BULL NO 2 1956, IS A STANDARD BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH. IT IS 12 FEET WEST OF THE CENTER OF THE ROAD. KS0857BWS 13 USGShttp://www.geocaching.com/mark/details.asp?PID=KS0857BWS 13 USGSGeocacheGeocacheBWS 13 USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BWS 13 USGS</h1> <b> PID </b> KS0857 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CHALLENGE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 29 07. (N) 121 13 29. (W) SCALED <br> <b> NAVD 88 </b> 780.377 (meters) 2560.29 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.85 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 779.838 (meters) 2558.52 (feet) COMP <br> <b> MODELED GRAV</b> 979,910.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 702,160. </td><td> 2,066,690. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 779.603 (m) 2557.75 (f) ADJUSTED 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: 10SFJ526721(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: BWS 13 2557 1941 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1941 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1989 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040311</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 AT CHALLENGE. AT CHALLENGE, 0.4 MILE NORTHWEST ALONG AN ASPHALT ROAD FROM THE YUBA FEATHER UNION ELEMENTARY SCHOOL, IN R7E T19N S19, AT THE ASSOCIATED GARAGE AND SERVICE STATION, 39 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 40.1 FEET EAST OF THE NORTHEAST CORNER OF THE GARAGE, 2 FEET SOUTH OF A POWER POLE, 1.5 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. NOTE-- THE DISK IS SLIGHTLY MUTILATED. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1989 (NJS) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS0695C 1104http://www.geocaching.com/mark/details.asp?PID=KS0695C 1104GeocacheGeocacheC 1104CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 1104</h1> <b> PID </b> KS0695 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> STRAWBERRY VALLEY (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 35 02. (N) 121 05 06. (W) SCALED <br> <b> NAVD 88 </b> 1205.988 (meters) 3956.65 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -24.81 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 1205.041 (meters) 3953.54 (feet) COMP <br> <b> MODELED GRAV</b> 979,799.1 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 713,220. </td><td> 2,078,600. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1205.110 (m) 3953.77 (f) ADJUSTED 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: 10SFJ644833(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: WATER TANK <br>STAMPING: C 1104 1960 <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>1960 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1960 11.2 MI SW FROM LA PORTE. 11.25 MILES SOUTHWEST ALONG AN ASPHALT ROAD FROM THE POST OFFICE, SERVICE STATION AND STORE AT LA PORTE, IN TOP OF THE NORTHWEST CORNER OF THE CONCRETE FOUNDATION SUPPORTING THE NORTHEAST WOODEN LEG OF AN ELEVATED WOODEN WATER TANK TOWER, 33 FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 140 FEET WEST OF THE CENTER LINE OF A GRAVEL DRIVEWAY LEADING NORTHWEST TO A BLOCK HOUSE, 12 1/2 FEET SOUTH OF TELEPHONE POLE 425, 0.6 FOOT NORTHWEST OF THE TOWER LEG, AND ABOUT 1 1/2 FEET HIGHER THAN THE ROAD. KS0806C 213http://www.geocaching.com/mark/details.asp?PID=KS0806C 213GeocacheGeocacheC 213CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 213</h1> <b> PID </b> KS0806 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 27 47. (N) 121 02 49. (W) SCALED <br> <b> NAVD 88 </b> 851.521 (meters) 2793.70 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.19 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 850.898 (meters) 2791.65 (feet) COMP <br> <b> MODELED GRAV</b> 979,866.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 699,840. </td><td> 2,082,010. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 850.700 (m) 2791.00 (f) ADJUSTED 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: 10SFJ680699(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 213 1934 <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>1934 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>19890331</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1934 1.3 MI N FROM CAMPTONVILLE. 1.3 MILES NORTH ALONG STATE HIGHWAY 49 FROM CAMPTONVILLE, YUBA COUNTY, 18 FEET NORTH OF THE EAST END OF AN 18-INCH IRON CULVERT, IN A SLIGHT DRAW ON THE EAST SIDE OF THE HIGHWAY, AND 15 FEET NORTHEAST OF THE CENTERLINE OF THE HIGHWAY. A STANDARD DISK, STAMPED C 213 1934 AND SET IN THE TOP OF A CONCRETE POST. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1989 (NJS) MARK NOT FOUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS0974C 845http://www.geocaching.com/mark/details.asp?PID=KS0974C 845GeocacheGeocacheC 845CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 845</h1> <b> PID </b> KS0974 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> YUBA CITY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 24. (N) 121 34 07. (W) SCALED <br> <b> NAVD 88 </b> 20.503 (meters) 67.27 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.07 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 20.490 (meters) 67.22 (feet) COMP <br> <b> MODELED GRAV</b> 980,031.6 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 665,490. </td><td> 2,037,280. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 19.808 (m) 64.99 (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: 10SFJ236351(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: G 845 1948 <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>1948 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1987 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>19880815</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1948 1.9 MI E FROM MARYSVILLE. 0.5 MILE SOUTH ALONG STATE HIGHWAY 24 FROM THE HIGH SCHOOL AT MARYSVILLE, THENCE 1.4 MILES EAST ALONG STATE HIGHWAY 20, AT CHIEM AIRPORT, AT THE PERKINS AIRCRAFT HANGAR, 16 FEET NORTHWEST OF THE WEST EDGE OF THE SECOND WINDOW WEST OF THE NORTHEAST CORNER, ABOUT LEVEL WITH THE EAST SIDE OF THE TAXI STRIP, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (DME) MARK NOT FOUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. KS0763C 851http://www.geocaching.com/mark/details.asp?PID=KS0763C 851GeocacheGeocacheC 851CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 851</h1> <b> PID </b> KS0763 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> SMARTVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 14 01. (N) 121 21 55. (W) SCALED <br> <b> NAVD 88 </b> 111.04 (+/-2cm) 364.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.78 (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> 674,130. </td><td> 2,054,800. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 110.346 (m) 362.03 (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: 10SFJ410439(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 851 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>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 4.4 MI W FROM SMARTVILLE. 4.4 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT SMARTVILLE, ABOUT 30 YARDS WEST OF THE DRIVEWAY TO THE J.R. JANDY RESIDENCE, 28 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 9 FEET WEST OF A 12-INCH OAK TREE, 1.0 FOOT SOUTH OF A FENCE, 1.5 FEET EAST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS0784C 854http://www.geocaching.com/mark/details.asp?PID=KS0784C 854GeocacheGeocacheC 854CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 854</h1> <b> PID </b> KS0784 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> SMARTVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 08 37. (N) 121 18 45. (W) SCALED <br> <b> NAVD 88 </b> 125.90 (+/-2cm) 413.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.95 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 664,170. </td><td> 2,059,430. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 125.217 (m) 410.82 (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: 10SFJ458340(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 854 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>1986 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040228</td><td>POOR </td><td>ORBITE</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 5.8 MI S FROM SMARTVILLE. 0.7 MILE SOUTHEAST ALONG SMARTVILLE ROAD FROM THE POST OFFICE AT SMARTVILLE, THENCE 5.1 MILES SOUTH ALONG THE WHEATLAND ROAD, AT THE TOP OF A SMALL RISE, 81 FEET NORTHWEST OF A TELEPHONE POLE, 72 FEET WEST OF THE CENTER LINE OF THE ROAD, 71 FEET SOUTHEAST OF A 48-INCH OAK TREE, ABOUT 6 FEET HIGHER THAN THE ROAD, 2 FEET SOUTH OF A WITNESS POST, 1.7 FEET EAST OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (DME) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY ORBITECH INC 2004 (SHG) MONUMENT IS IN PASTURE LAND LEANING TO SOUTH, SUSPECT IT HAS BEEN HIT BY EQUIPMENT, HOWEVER IT IS POSSIBLE THAT IT WAS SET LEANING. KS0673C 925http://www.geocaching.com/mark/details.asp?PID=KS0673C 925GeocacheGeocacheC 925CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 925</h1> <b> PID </b> KS0673 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> FORBESTOWN (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 30 52. (N) 121 18 14. (W) SCALED <br> <b> NAVD 88 </b> 936.923 (meters) 3073.89 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.32 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 936.264 (meters) 3071.73 (feet) COMP <br> <b> MODELED GRAV</b> 979,890.5 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 705,350. </td><td> 2,059,860. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 936.146 (m) 3071.34 (f) ADJUSTED 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: 10SFJ458752(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 925 1957 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1957 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19890316</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 2.8 MI W FROM FORBESTOWN. 2.8 MILES NORTHWEST AND SOUTHWEST ALONG OROVILLE-FORBESTOWN ROAD FROM THE DIGGINS RICHFIELD SERVICE STATION AT FORBESTOWN, 1.0 MILE SOUTHWEST OF AZIMUTH MARK SUNSET, IN R6E T19N S9, AT THE FOOT OF A GRADE, IN A SMALL CLEARING, ONE POLE SOUTH OF AN ANGLE IN A POWER LINE, 51 FEET WEST OF THE CENTER LINE OF THE ROAD, 17 FEET EAST OF A GROUP OF SMALL LAVA BOULDERS, 2 FEET SOUTH OF A POWER POLE WITH A GUY WIRE, 1.2 FEET NORTH OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1989 (SGD) MARK NOT FOUND. AH4469C 925 RESEThttp://www.geocaching.com/mark/details.asp?PID=AH4469C 925 RESETGeocacheGeocacheC 925 RESETNGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 925 RESET</h1> <b> PID </b> AH4469 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> FORBESTOWN (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 30 52. (N) 121 18 14. (W) SCALED <br> <b> NAVD 88 </b> 936.07 (meters) 3071.1 (feet) RESET <br> <hr> <b> GEOID HEIGHT</b> -26.32 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was computed from unverified reset data. <p>The geoid height was determined by GEOID03. <p> <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> 705,350. </td><td> 2,059,860. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p>No superseded survey control is available for this station. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ458752(NAD 83) <br>MARKER: DV = VERTICAL CONTROL DISK <br>SETTING: 80 = SET IN A BOULDER <br>STAMPING: C 925 RESET 1976 <br>MARK LOGO: NGS <br>PROJECTION: FLUSH <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>1976 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 2.8 MILES (4.5 KM) NORTHWEST AND SOUTHWEST ALONG THE OROVILLE-FORBESTOWN ROAD FROM THE DIGGINS RICHFIELD SERVICE STATION AT FORBESTOWN, NORTHWEST OF AND ACROSS THE ROAD FROM SEVERAL TRAILER HOMES, 41.8 FEET (12.7 M) NORTHWEST OF THE CENTERLINE OF THE ROAD, ABOUT 30 FEET (9.1 M) SOUTHEAST OF A GROUP OF BOULDERS, 4.8 FEET (1.5 M) NORTHWEST OF A 24-INCH PINE TREE, 1.6 FEET (0.5 M) NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE 1 BY 1 1/2 FOOT TOP OF A BOULDER PROJECTING 0.1 FOOT (3.0 CM) ABOVE THE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) BELIEVED DESTROYED KS1774CASEYhttp://www.geocaching.com/mark/details.asp?PID=KS1774CASEYGeocacheGeocacheCASEYCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CASEY</h1> <b> PID </b> KS1774 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> BROWNS VALLEY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 09 58.47311(N) 121 23 48.17132(W) ADJUSTED <br> <b> NAVD 88 </b> 86. (meters) 282. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 10.86 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -28.35 (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> 666,634.263 2</td><td>052,133.183</td><td> MT </td><td>0.99991568</td><td> +0 ' 22 49.3"</td></tr><tr><td>SPC CA 2 </td><td>2,187,115.91 6</td><td>732,706.95 </td><td> sFT </td><td>0.99991568</td><td> +0 ' 22 49.3"</td></tr><tr><td>UTM 10 </td><td>4,336,449.080 </td><td>638,509.564</td><td> MT </td><td>0.99983623</td><td> +1 ' 00 45.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99999101 x 0.99991568 = 0.99990669 <br> <b>UTM 10 </b> 0.99999101 x 0.99983623 = 0.99982724 <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> BEALE AFB WATER TANK </td><td>231° 17' 00.3"</td></tr><tr><td>UTM 10 </td><td> BEALE AFB WATER TANK </td><td>230° 39' 03.7"</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>KS1779</td><td>HIGH PLATEAU PTT MICROWAVE TWR </td><td>APPROX.15.4 KM</td><td>036° 51' 34.8"</td></tr><tr><td>DB6979</td><td>CASEY RM 1 </td><td> 16.822 METERS</td><td>056° 27' </td></tr><tr><td>DB6981</td><td>CASEY RM 3 </td><td> 14.466 METERS</td><td>157° 57' </td></tr><tr><td>DB6980</td><td>CASEY RM 2 </td><td> 14.577 METERS</td><td>158° 10' </td></tr><tr><td>KS1770</td><td>AIRPORT BEACON BEALE AFB </td><td>APPROX. 3.5 KM</td><td>219° 42' 59.3"</td></tr><tr><td>KS1766</td><td>BEALE AFB CONTROL TOWER </td><td>APPROX. 3.8 KM</td><td>231° 02' 22.2"</td></tr><tr><td>KS1767</td><td>BEALE AFB WATER TANK </td><td>APPROX. 3.2 KM</td><td>231° 39' 49.6"</td></tr><tr><td>KS1771</td><td>BEALE AFB PARACHUTE RIGGING TR </td><td>APPROX. 3.5 KM</td><td>238° 47' 17.9"</td></tr><tr><td>KS1802</td><td>YUBA CITY DEL MONTE WATER TANK </td><td>APPROX.19.3 KM</td><td>258° 24' 18.2"</td></tr><tr><td>KS1805</td><td>MARYSVILLE CATH CHURCH STEEPLE </td><td>APPROX.16.7 KM</td><td>261° 08' 35.2"</td></tr><tr><td>KS1809</td><td>MARYSVILLE CONVENT STEEPLE </td><td>APPROX.16.7 KM</td><td>261° 17' 01.1"</td></tr><tr><td>DB6978</td><td>227 </td><td> </td><td>318° 31' 50.5"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 09 58.46410(N) 121 23 48.16331(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 39 09 58.84900(N) 121 23 44.30100(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: 10SFJ3851036449(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>1939 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1961 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1968 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1972 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) STATION IS LOCATED ABOUT 10-1/2 MILES NORTH OF EAST OF MARYSVILLE ON SUMMIT OF SMALL BARE KNOLL IN PASTURE OWNED BY FRANK CASEY ESTATE. <p>REACHED FROM MARYSVILLE BY FOLLOWING U.S. HIGHWAY 99E SOUTH FOR 1.9 MILES TO LINDA STORE AND PAVED ROAD LEADING LEFT, EAST, ACROSS RAILROAD TRACKS AT HAMMONTON AND SMARTSVILLE SIGN, FOLLOW THIS ROAD EAST-NORTHEAST 10.5 MILES TO GRAVEL ROAD LEADING RIGHT, SOUTH, AT ACUTE ANGLE, TURN RIGHT, SOUTH, ON GRAVEL ROAD FOR 0.95 MILE TO TOP OF RISE. STATION IS ON KNOLL 100 YARDS WEST OF ROAD. TO REACH STATION BY TRUCK, CONTINUE SOUTH ON GRAVEL ROAD FOR 0.5 MILE TO GATE ON RIGHT INTO SOUTHEAST CORNER OF PASTURE, THENCE FOLLOW TRACKS NORTH BEARING OFF TO RIGHT 1/2 MILE TO STATION. <p>STATION IS MARKED BY A STANDARD DISK SET IN A SQUARE BLOCK OF CONCRETE PROJECTING ABOUT 3 INCHES ABOVE THE GROUND, ON HIGHEST PART OF KNOLL, 303 FEET WEST OF THE NORTH-SOUTH FENCE. MARK STAMPED CASEY 1939. <p>REFERENCE MARKS ARE STANDARD DISKS SET IN SQUARE BLOCKS OF CONCRETE PROJECTING 3 INCHES ABOVE THE GROUND. MARKS STAMPED CASEY NO. 1 1939 AND CASEY NO. 2 1939. <p>AZIMUTH MARK IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK SET IN A LARGE BOULDER, 1.0 MILE NORTH-NORTHWEST OF STATION, 0.7 MILE WEST OF GRAVEL ROAD LEADING TO STATION, 35 FEET NORTH OF OILED ROAD CENTER, 2 FEET SOUTH OF WIRE FENCE. MARK STAMPED ELEVATION 227 FEET 1906. <p> <h2>STATION RECOVERY (1961) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC) STATION MARK AND REFERENCE MARK 1 WERE RECOVERED IN GOOD CONDITION. REFERENCE MARK 2 HAS BEEN DESTROYED. THE AZIMUTH MARK COULD NOT BE FOUND. REFERENCE MARK 3 WAS ESTABLISHED. FOLLOWING IS A NEW AND COMPLETE DESCRIPTION. <p>THE STATION IS ON A LOW GRASSY KNOLL OWNED BY FRANK CASEY. IT IS ABOUT 10-1/2 MILE NORTHEAST OF MARYSVILLE, 2-1/2 MILES NORTHEAST OF THE BEALE AIR FORCE BASE RUNWAY, 1/2 MILE SOUTHEAST OF A SMALL LAKE AND 0.15 MILE WEST OF NORTH EARLE ROAD. <p>TO REACH FROM THE INTERSECTION OF 14 TH AND B STREETS IN THE BARRACKS AREA AT BEALE AIR FORCE BASE, GO NORTHERLY ON B STREET FOR 0.55 MILE TO THE INTERSECTION OF DOOLITTLE DRIVE, TURN LEFT, WESTERLY ON DOOLITTLE DRIVE FOR 0.35 MILE TO A GRAVEL SIDE ROAD RIGHT, TURN RIGHT, NORTH ON NORTH EARLE ROAD FOR 2.6 MILES TO A FORK AND GATE ON THE LEFT, TAKE THE LEFT FORK AND PASS THROUGH GATE FOR 0.2 MILE TO THE CREST OF RIDGE, TURN RIGHT, NORTHERLY AND PICK WAY ACROSS COUNTRY FOR 0.2 MILE TO THE TOP OF KNOLL AND STATION. <p>STATION MARK IS A STANDARD DISK, STAMPED CASEY 1939, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES. IT IS ON THE HIGHEST POINT OF KNOLL. A METAL, WITNESS SIGNPOST WAS SET 3.1 FEET NORTHEAST OF THE MARK. (NOTE 1A 7A) <p>REFERENCE MARK 1 IS A STANDARD DISK, STAMPED CASEY NO 1 1939, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 3 INCHES. IT IS ABOUT 1 FOOT LOWER THAN THE STATION. (NOTE 11A) <p>REFERENCE MARK 3 IS A STANDARD DISK, STAMPED CASEY NO 3 1939, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 5 INCHES. IT IS ABOUT THE SAME ELEVATION AS THE STATION. (NOTE 11A) <p> <h2>STATION RECOVERY (1968) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EP) NO DESCRIPTION AVAILABLE, A NEW TO REACH FOLLOWS. <p>FROM THE MAIN GATE OR WEST GATE ON BEALE ROAD, GO SOUTHEAST AND SOUTH ON THE MAIN POST ROAD, WHICH RUNS INTO 6TH STREET, RUNNING EAST, GO 3.85 MILES TO ITS JUNCTION WITH C STREET, TURN LEFT, NORTH, AND GO 1.65 MILES TO ITS JUNCTION WITH DOOLITTLE ROAD, TURN LEFT, WEST, AND GO 0.20 MILE TO A DIRT ROAD NORTH, TURN RIGHT, NORTH AND GO 2.05 MILES TO WHERE THE DIRT ROAD IS BLOCKED, AT THIS POINT TURN WEST AND GO THRU GATE, AFTER PASSING THRU GATE, TAKE AN ABRUPT RIGHT TURN AND TRAVEL ON FIREBREAK ROAD AND ON WEST SIDE OF FENCE AND DIRT ROAD, CONTINUE NORTH FOR 1.0 MILE TO TOP OF A RISE, TURN LEFT ON FAINT TRACK ROAD AND GO TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT. THE STATION IS 285 FEET WEST OF THE FENCE LINE. THE STATION AND REFERENCE MARKS 1 AND 3 WERE RECOVERED IN GOOD CONDITION. ALL MARKS PROJECTS ABOUT 6 INCHES ABOVE THE GROUND. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES SOUTHEAST OF HAMMONTON <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (GEE) ALL MARKS RECOVERED AS DESCRIBED BY J.C.C. IN 1961 AND FOUND IN GOOD CONDITION. <p>A NEW DESCRIPTION FOLLOWS-- <p>TO REACH THE STATION FROM THE INTERSECTION OF BEALE ROAD AND HAMMONTON-SMARTVILLE ROAD IN LINDA, GO NORTH AND EAST ON HAMMONTON-SMARTVILLE 8.4 MILES TO A CATTLE LOADING CHUTE ON TOP OF KNOLL. GO THROUGH FENCES AT CHUTE ON TO FIRE TRAIL ALONGSIDE METAL FENCE AND PROCEED EASTERLY 0.5 MILE INTERSECTING WIDE GRAVEL ROAD, TURN RIGHT, GO 0.9 MILE SOUTHEASTERLY GOING ACROSS SMALL DAM TO RIDGE. TURN LEFT ON CUTBANK FOLLOWING RIDGE NORTHERLY 0.3 MILE TO TOP OF KNOLL AND STATION. KS1782CHINNhttp://www.geocaching.com/mark/details.asp?PID=KS1782CHINNGeocacheGeocacheCHINNCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CHINN</h1> <b> PID </b> KS1782 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> LOMA RICA (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 16 14.17863(N) 121 25 59.74889(W) ADJUSTED <br> <b> NAVD 88 </b> 284.1 (meters) 932. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 11.22 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -27.98 (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> 678,199.055 2</td><td>048,902.552</td><td> MT </td><td>0.99991992</td><td> +0 ' 21 26.3"</td></tr><tr><td>SPC CA 2 </td><td>2,225,058.07 6</td><td>722,107.79 </td><td> sFT </td><td>0.99991992</td><td> +0 ' 21 26.3"</td></tr><tr><td>UTM 10 </td><td>4,347,976.443 </td><td>635,151.559</td><td> MT </td><td>0.99982490</td><td> +0 ' 59 30.7"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99995982 x 0.99991992 = 0.99987974 <br> <b>UTM 10 </b> 0.99995982 x 0.99982490 = 0.99978473 <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> CHINN AZ MK </td><td>153° 28' 10.0"</td></tr><tr><td>UTM 10 </td><td> CHINN AZ MK </td><td>152° 50' 05.6"</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>DB7027</td><td>CHINN RM 1 </td><td> 9.560 METERS</td><td>060° 15' </td></tr><tr><td>DB7026</td><td>CHINN AZ MK </td><td> </td><td>153° 49' 36.3"</td></tr><tr><td>DB7028</td><td>CHINN RM 2 </td><td> 6.965 METERS</td><td>157° 58' </td></tr><tr><td>KS1802</td><td>YUBA CITY DEL MONTE WATER TANK </td><td>APPROX.22.1 KM</td><td>225° 28' 52.2"</td></tr><tr><td>KS1810</td><td>YUBA CITY MUNICIPAL TANK </td><td>APPROX.21.7 KM</td><td>226° 32' 51.0"</td></tr><tr><td>KS1781</td><td>BM NR CHINN </td><td> 3.264 METERS</td><td>303° 53' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 16 14.17113(N) 121 25 59.73990(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 39 16 14.56300(N) 121 25 55.86800(W) AD( ) 1 <br> NGVD 29 (07/19/86) 283.4 (m) 930. (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: 10SFJ3515247976(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <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>1939 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1949 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1972 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) STATION IS 2.5 MILES NORTHWEST (AIRLINE) OF BROWNS VALLEY, 12.0 MILES NORTHEAST (AIRLINE) OF MARYSVILLE, ON THE NORTHERLY ONE OF TWO HIGHEST PEAKS ON A PROMINENT WOODED RIDGE, IN SEC. 5, T. 16 N., R. 5 E. <p>TO REACH FROM MARYSVILLE, PROCEED NORTH ON STATE HIGHWAY 24 FOR 0.7 MILE, TURN RIGHT ONTO STATE HIGHWAY 20 AT THE JUNCTION OF THE TWO ROADS, GO 9.1 MILES, TAKE LEFT FORK ONTO OILED ROAD WHICH BECOMES GRAVEL AND RUNS NORTHEAST, GO 3.45 MILES, AT TOP OF GRADE, CONTINUE DOWNHILL ON SAME ROAD, GO 0.7 MILE, TURN LEFT OFF ROAD AND PASS THROUGH GATE NEAR OLD WELL ON LEFT, FOLLOW TRACK ROAD NORTHWEST, GO 0.85 MILE, TAKE LEFT FORK, GO WEST 0.2 MILE, TURN LEFT OFF ROAD AND DRIVE UP SLOPE AS FAR AS POSSIBLE TO THE END OF TRUCK TRAVEL NEAR NORTH-SOUTH FENCE LINE. PACK WEST TO NORTHERN SUMMIT AND STATION. A 30-MINUTE PACK. <p>SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET AS DESCRIBED IN NOTES 2, 12C AND 12C, RESPECTIVELY. <p>STATION IS ABOUT 2 FEET BELOW THE HIGHEST POINT OF THE HILL IN A 2-FOOT DEPRESSION ON A HUGE BEDROCK HUMP AND IS STAMPED CHINN 1939. HUMP IS ABOUT 3 FEET WIDE AT STATION SITE. THERE IS NO UNDERGROUND MARK. <p>REFERENCE MARK NO. 1 IS ON SUMMIT OF BEDROCK OUTCROP ABOUT 8 BY 15 FEET, PROJECTING ABOUT 8 FEET, SET FLUSH ON THE NORTH AND COUNTERSUNK ABOUT 1 INCH ON THE SOUTH, ABOUT 2 FEET BELOW STATION LEVEL, STAMPED CHINN NO. 1 1939. <p>REFERENCE MARK NO. 2 IS IN TOP OF BEDROCK OUTCROP ABOUT 4 BY 6 FEET, PROJECTING 12 FEET, COUNTERSUNK 2 INCHES, 1 FOOT BELOW STATION LEVEL, STAMPED CHINN NO. 2 1939. <p>AZIMUTH MARK IS ON THE SOUTH SUMMIT OF THE HILL, ABOUT 70 FEET NORTH-NORTHEAST AND 20 FEET BELOW HIGHEST POINT ON SOUTH SUMMIT, ABOUT 20 FEET NORTHWEST OF NEXT HIGHEST POINT ON THE SUMMIT, IN TOP OF BEDROCK OUTCROP PROJECTING ABOUT 15 FEET, ABOUT SAME LEVEL AS STATION AND IS STAMPED CHINN 1939. <p>U.S. GEOLOGICAL SURVEY BENCH MARK IS A STANDARD U.S. GEOLOGICAL SURVEY DISK CEMENTED IN DRILL HOLE IN BEDROCK, ON HIGHEST POINT OF NORTHERN SUMMIT, IN SAME OUTCROP AS STATION MARK, 2 FEET ABOVE STATION LEVEL. NO DATE OR ELEVATION STAMPED ON MARK. <p>HEIGHT OF LIGHT ABOVE STATION MARK - 1-1/2 METERS. <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 LOCATED ON THE NORTHERLY ONE OF TWO HIGHEST PEAKS ON A PROMINENT WOODED RIDGE. IT IS ABOUT 12 MILES AIRLINE NORTHEAST OF MARYSVILLE AND ABOUT 2.5 MILES AIRLINE NORTHWEST OF BROWNS VALLEY. <p>THE STATION IS ABOUT 3 FEET LOWER THAN THE HIGHEST POINT OF THE RIDGE. IT IS A STANDARD DISK SET IN A DRILL HOLE IN A LARGE ROCK OUTCROP THAT PROJECTS ABOUT 10 FEET ABOVE THE GROUND. THE TOP OF THE ROCK OUTCROP IN ABOUT 3 FEET WIDE AT THE TOP. THE DISK IS STAMPED--CHINN 1939. <p>REFERENCE MARK NUMBER ONE IS ABOUT 2 FEET LOWER THAN THE STATION. IT IS A STANDARD DISK SET IN A DRILL HOLE IN A LARGE OUTCROPPING BEDROCK THAT PROJECTS ABOUT 8 FEET ABOVE THE GROUND. THE DISK IS STAMPED--CHINN NO 1 1939. <p>REFERENCE MARK NUMBER TWO IS ABOUT 1 FOOT LOWER THAN THE STATION. IT IS A STANDARD DISK SET IN A DRILL HOLE IN A LARGE OUTCROPPING BEDROCK THAT PROJECTS ABOUT 12 FEET ABOVE THE GROUND. THE DISK IS STAMPED--CHINN NO 2 1939. <p>THE AZIMUTH MARK IS LOCATED ON THE SUMMIT OF A LARGE ROCK HUMP THAT IS TO THE SOUTH OF THE STATION. IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT 15 FEET ABOVE THE GROUND. IT IS ABOUT 20 FEET LOWER THAN THE HIGHEST ROCK HUMP IN THE GROUP. THE DISK IS STAMPED--CHINN 1939. <p>TO REACH THE AZIMUTH MARK FROM THE STATION PACK SOUTH AND THROUGH THE OAK TREES FOR ABOUT 1/2 MILE TO A GROUP OF ROCK HUMPS AND THE MARK IS ON THE SUMMIT OF THE NEXT TO THE HIGHEST HUMP OF THE GROUP. <p>BM USGS IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK. IT IS ON THE HIGHEST POINT OF THE ROCK OUTCROP AND IS ABOUT 2 FEET HIGHER THAN THE STATION. THE DISK IS NOT STAMPED. <p>TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 20 AND 24 IN THE NORTHEAST PART OF MARYSVILLE GO EAST ON STATE HIGHWAY 20 FOR 9.1 MILES TO A PAVED FORK TO THE LEFT. TURN LEFT AND GO 4.15 MILES TO A LOCKED WIRE GATE ON THE LEFT. FROM THE LOCKED GATE PACK WEST-NORTHWEST TO THE HIGHEST POINT OF THE NORTHERN END OF THE TREE COVERED RIDGE. NOTE--THE PACK WILL REQUIRE ABOUT 1/2 HOUR. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (MLS) ALL MARKS WERE RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION. <p>TO REACH THE STATION FROM THE INTERSECTION OF 12TH STREET AND B STREET (HIGHWAYS 70 AND 20) IN MARYSVILLE, GO EAST ON HIGHWAY 20 9.0 MILES TO THE SPRING VALLEY ROAD, TURN LEFT AND FOLLOW SPRING VALLEY ROAD NORTHEASTERLY 4.1 MILES TO A WIRE GATE ON LEFT, ENTER THROUGH GATE AND FOLLOW FAINT TRACK ROAD NORTHWESTERLY APPROXIMATELY 1 MILE TO NORTH-SOUTH FENCE AND END OF TRUCK TRAVEL. PACK SOUTHWESTERLY TO NORTHERLY SUMMIT AND STATION. ABOUT A 30 MINUTE PACK. <p>HEIGHT OF LIGHT ABOVE STATION MARK 3.0 FEET. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12.0 MILES NORTHEAST OF MARYSVILLE KS1661CHRIShttp://www.geocaching.com/mark/details.asp?PID=KS1661CHRISGeocacheGeocacheCHRISCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CHRIS</h1> <b> PID </b> KS1661 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 25 17.16390(N) 121 05 19.71854(W) ADJUSTED <br> <b> NAVD 88 </b> 690.8 (meters) 2266. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 7.96 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.59 (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>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> 695,184.021 2</td><td>078,456.012</td><td> MT </td><td>0.99993190</td><td> +0 ' 34 28.1"</td></tr><tr><td>SPC CA 2 </td><td>2,280,782.91 6</td><td>819,067.77 </td><td> sFT </td><td>0.99993190</td><td> +0 ' 34 28.1"</td></tr><tr><td>UTM 10 </td><td>4,365,288.028 </td><td>664,512.987</td><td> MT </td><td>0.99993323</td><td> +1 ' 12 50.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99989565 x 0.99993190 = 0.99982756 <br> <b>UTM 10 </b> 0.99989565 x 0.99993323 = 0.99982889 <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> LOHMAN </td><td>080° 45' 37.6"</td></tr><tr><td>UTM 10 </td><td> LOHMAN </td><td>080° 07' 15.6"</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>DB7033</td><td>CHRIS RM 2 </td><td> 8.137 METERS</td><td>019° 13' </td></tr><tr><td>KS1614</td><td>LOHMAN </td><td>APPROX. 5.0 KM</td><td>081° 20' 05.7"</td></tr><tr><td>DB7032</td><td>CHRIS RM 1 </td><td> 6.880 METERS</td><td>296° 59' </td></tr><tr><td>KS1662</td><td>T18N R8E SEC 21 N 1/4 COR 1956 </td><td> 9.754 METERS</td><td>335° 10' </td></tr><tr><td>DB7524</td><td>PICTURE TARGET 279 </td><td> </td><td>350° 51' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 25 17.15569(N) 121 05 19.70961(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 39 25 17.54700(N) 121 05 15.87400(W) AD( ) 3 <br> NGVD 29 (07/19/86) 690.0 (m) 2264. (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: 10SFJ6451365288(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>1956 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NES) THE STATION IS LOCATED 1-1/4 MILE WEST OF STATE HIGHWAY NO. 49, 1-3/4 MILE NORTH NORTHWEST OF THE MIDDLE FORK OF THE YUBA RIVER BRIDGE, 32 FEET SOUTH SOUTHEAST OF SECTION CORNER N 1/4 OF SECTION 21, AND ON THE RAISED CENTER OF A TRIANGLE FORMED BY THE JUNCTIONS OF THREE ROADS KNOWN LOCALLY AS SABINA JUNCTION. THE STATION MARK IS A STANDARD DISK SET IN CONCRETE AND IT IS STAMPED CHRIS 1956 AND IT IS FLUSH WITH THE GROUND SURFACE. <p>REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE AND IT IS STAMPED CHRIS NO 1 1956 AND IT IS SET FLUSH WITH THE GROUND SURFACE. <p>REFERENCE MARK NO. 2 IS ABOUT 1 FOOT HIGHER THAN THE STATION AND IT IS STAMPED CHRIS NO 2 1956 AND IT IS SET FLUSH WITH THE GROUND SURFACE. <p>TO REACH FROM THE POST OFFICE IN NORTH SAN JUAN, GO NORTH ON STATE HIGHWAY NO. 49 FOR 2.7 MILE TO THE MIDDLE FORK OF THE YUBA RIVER BRIDGE, CONTINUE NORTH ON ST. RT. NO. 49 FOR 1.8 MILE TO A T ROAD LEFT (100 FEET BEYOND THE SIERRA MTN MILLS ROAD) AS PER SIGN CROTHER ROAD (TOLL ROAD 1) TURN LEFT AS PER SIGN AND GO 0.8 MILE TO A FORK (USFS FORK) TAKE RIGHT FORK AND GO 0.8 MILE TO A FORK, (SABINA JUNCTION) TAKE LEFT FORK 0.05 MILE TO A TELEPHONE UNDERGROUND CROSSING (POST NO. 3-9) TURN RIGHT UP TELEPHONE FOR ABOUT 100 FEET TO WERE HILL BREAKS OFF, TURN LEFT UP OPEN CLEARING FOR 100 FEET TO STATION AND 1/4 SECTION CORNER AS DESCRIBED. <p>NO AZIMUTH MARK SET TO STATION. KS1585CLIPPERhttp://www.geocaching.com/mark/details.asp?PID=KS1585CLIPPERGeocacheGeocacheCLIPPERCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CLIPPER</h1> <b> PID </b> KS1585 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CLIPPER MILLS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1994)</b> 39 31 25.27704(N) 121 09 02.19568(W) ADJUSTED <br> <b> NAVD 88 </b> 1142.8 (meters) 3749. (feet) VERTCON <br> <hr> <b> LAPLACE CORR</b> 8.80 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.35 (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 June 1998. <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> 706,483.937 2</td><td>073,028.984</td><td> MT </td><td>0.99994397</td><td> +0 ' 32 07.8"</td></tr><tr><td>SPC CA 2 </td><td>2,317,856.05 6</td><td>801,262.59 </td><td> sFT </td><td>0.99994397</td><td> +0 ' 32 07.8"</td></tr><tr><td>SPC CA 1 </td><td> 521,491.998 2</td><td>073,044.234</td><td> MT </td><td>1.00015388</td><td> +0 ' 33 19.5"</td></tr><tr><td>SPC CA 1 </td><td>1,710,928.33 6</td><td>801,312.62 </td><td> sFT </td><td>1.00015388</td><td> +0 ' 33 19.5"</td></tr><tr><td>UTM 10 </td><td>4,376,526.389 </td><td>658,960.054</td><td> MT </td><td>0.99991111</td><td> +1 ' 10 37.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99982472 x 0.99994397 = 0.99976870 <br> <b>SPC CA 1 </b> 0.99982472 x 1.00015388 = 0.99997857 <br> <b>UTM 10 </b> 0.99982472 x 0.99991111 = 0.99973584 <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> CLIPPER AZ MK </td><td>001° 22' 04.1"</td></tr><tr><td>SPC CA 1 </td><td> CLIPPER AZ MK </td><td>001° 20' 52.4"</td></tr><tr><td>UTM 10 </td><td> CLIPPER AZ MK </td><td>000° 43' 34.0"</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>DB7065</td><td>CLIPPER AZ MK </td><td> </td><td>001° 54' 11.9"</td></tr><tr><td>DB7066</td><td>CLIPPER RM 1 </td><td> 6.540 METERS</td><td>048° 10' </td></tr><tr><td>DB7067</td><td>CLIPPER RM 2 </td><td> 6.308 METERS</td><td>135° 15' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1992)</b> 39 31 25.27704(N) 121 09 02.19568(W) AD(1991.35) 3 <br> <b> NAD 83(1986)</b> 39 31 25.26837(N) 121 09 02.18989(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 39 31 25.65600(N) 121 08 58.34900(W) AD( ) 3 <br> NGVD 29 (07/19/86) 1142.0 (m) 3747. (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: 10SFJ5896076526(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>1949 </td><td>MONUMENTED </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 A LOW HILL THAT HAS BEEN BURNED OVER, ABOUT 4-1/2 MILES AIRLINE NORTHEAST OF CHALLENGE, ABOUT 14 MILES AIRLINE SOUTHWEST OF LA PORTE, ABOUT 7 MILES AIRLINE NORTHWEST OF CAMPTONVILLE AND ABOUT 1 MILE AIRLINE SOUTH-SOUTHEAST OF CLIPPER MILLS. <p>THE STATION MARK IS A STANDARD DISK STAMPED CLIPPER 1949, WELDED TO THE TOP OF A 2-INCH IRON PIPE PROJECTING ABOUT 3 INCHES ABOVE THE GROUND. IT IS 48.6 FEET WEST OF A TRIANGLE BLAZED ON A 3-FOOT OAK TREE. <p>REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED CLIPPER NO 1 1949, WELDED TO THE TOP OF A 2-INCH IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND ABOUT THE SAME ELEVATION AS THE STATION. <p>REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED CLIPPER NO 2 1949, WELDED TO THE TOP OF A 2-INCH IRON PIPE PROJECTING ABOUT 4 INCHES ABOVE THE GROUND AND ABOUT THE SAME ELEVATION AS THE STATION. IT IS ABOUT 30 FEET WEST OF A TRIANGLE BLAZED ON A 3-FOOT OAK TREE. <p>THE AZIMUTH MARK IS A STANDARD DISK STAMPED CLIPPER 1949, SET IN A SQUARE CONCRETE POST PROJECTING ABOUT 6 INCHES ABOVE THE GROUND. IT IS ABOUT 150 FEET SOUTHWEST OF THE YUBA-BUTTE COUNTY LINE, 27.6 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND 6-FEET EAST OF A TRIANGLE BLAZED ON A 18-INCH CEDAR TREE. <p>TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN CLIPPER MILLS, GO NORTH ON THE HIGHWAY 0.7 MILE TO A TRIANGLE BLAZED ON A CEDAR TREE AND THE AZIMUTH MARK. <p>TO REACH THE STATION FROM THE POST OFFICE IN CLIPPER MILLS, GO SOUTH ON THE HIGHWAY TOWARDS CHALLENGE ABOUT 100 YARDS TO A FORK. TAKE LEFT FORK AND GO 0.4 MILE, PASSING THROUGH A LOGGING CAMP, TO A FORK. KEEP RIGHT FORK AND FOLLOW DIM TRACK ROAD ABOUT 100 FEET TO A FORK. KEEP LEFT FORK AND FOLLOW DIM TRACK ROAD ABOUT 100 FEET TO A FORK. KEEP LEFT FORK AND FOLLOW DIM TRACK ROAD 0.25 MILE TO A TRIANGLE BLAZED ON AN OAK TREE AND THE STATION. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.32 METERS. KS1650COOKIEhttp://www.geocaching.com/mark/details.asp?PID=KS1650COOKIEGeocacheGeocacheCOOKIECGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>COOKIE</h1> <b> PID </b> KS1650 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1994)</b> 39 28 11.19906(N) 121 06 15.17195(W) ADJUSTED <br> <b> NAVD 88 </b> 887.3 (meters) 2911. (feet) VERTCON <br> <hr> <b> LAPLACE CORR</b> 8.37 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.40 (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 June 1998. <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> 700,537.468 2</td><td>077,076.850</td><td> MT </td><td>0.99993721</td><td> +0 ' 33 53.2"</td></tr><tr><td>SPC CA 2 </td><td>2,298,346.68 6</td><td>814,542.97 </td><td> sFT </td><td>0.99993721</td><td> +0 ' 33 53.2"</td></tr><tr><td>SPC CA 1 </td><td> 515,545.640 2</td><td>077,095.128</td><td> MT </td><td>1.00017556</td><td> +0 ' 35 08.7"</td></tr><tr><td>SPC CA 1 </td><td>1,691,419.32 6</td><td>814,602.93 </td><td> sFT </td><td>1.00017556</td><td> +0 ' 35 08.7"</td></tr><tr><td>UTM 10 </td><td>4,370,625.712 </td><td>663,074.118</td><td> MT </td><td>0.99992743</td><td> +1 ' 12 19.3"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99986480 x 0.99993721 = 0.99980202 <br> <b>SPC CA 1 </b> 0.99986480 x 1.00017556 = 1.00004033 <br> <b>UTM 10 </b> 0.99986480 x 0.99992743 = 0.99979224 <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> ALASKA RESET </td><td>104° 56' 43.4"</td></tr><tr><td>SPC CA 1 </td><td> ALASKA RESET </td><td>104° 55' 27.9"</td></tr><tr><td>UTM 10 </td><td> ALASKA RESET </td><td>104° 18' 17.3"</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>DB7097</td><td>COOKIE RM 1 </td><td> 32.278 METERS</td><td>085° 01' </td></tr><tr><td>KS1665</td><td>ALASKA RESET </td><td>APPROX. 8.8 KM</td><td>105° 30' 36.6"</td></tr><tr><td>DB7096</td><td>COOKIE AZ MK </td><td> </td><td>299° 39' 50.7"</td></tr><tr><td>DB7520</td><td>SELVESTER PICTURE TARGET </td><td>106.957 METERS</td><td>317° 37' </td></tr><tr><td>DB7098</td><td>COOKIE RM 2 </td><td> 34.464 METERS</td><td>349° 13' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1992)</b> 39 28 11.19906(N) 121 06 15.17195(W) AD(1991.35) 2 <br> <b> NAD 83(1986)</b> 39 28 11.19176(N) 121 06 15.16296(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 28 11.58400(N) 121 06 11.31800(W) AD( ) 2 <br> NGVD 29 (07/19/86) 886.5 (m) 2908. (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: 10SFJ6307470626(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>1956 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NES) THE STATION IS LOCATED IN THE TAHOE NATIONAL FOREST, ABOUT 7 MILES NORTH OF NORTH SAN JUAN, ABOUT 3 MILES WEST-NORTHWEST OF CAMPTONVILLE, AND ABOUT 0.5 MILE WEST OF SKYLINE RANCH. IT IS ON THE SUMMIT OF A TIMBERED HILL, NEAR THE SOUTH EDGE OF A LOGGED OFF AREA. <p>TO REACH FROM NORTH SAN JUAN, GO NORTH ON STATE HIGHWAY 49 FOR 6.4 MILES TO WILSONS LOG CABIN ON THE RIGHT. CONTINUE NORTH ON THE HIGHWAY FOR 1.6 MILES TO TWO SIDE ROADS ON THE LEFT. TURN LEFT (NORTHWEST) ON THE MORE NORTHERLY OF THE TWO ROADS (PENDOLA ROAD) AND GO 2.7 MILES TO A FORK JUST AFTER PASSING FARM BUILDINGS. KEEP RIGHT (NORTHWEST) UP HILL AND GO 0.4 MILE TO A FORK. KEEP LEFT (WEST) AND GO 0.2 MILE TO A CROSS ROAD. CONTINUE STRAIGHT AHEAD (WEST) ON MILL CREEK ROAD AND GO 0.6 MILE TO A FORK. KEEP LEFT (SOUTHWEST) AND GO 0.6 MILE TO A FORK. KEEP LEFT (SOUTHWEST) AND GO 0.25 MILE TO A TRACK ROAD LEFT. TURN LEFT (SOUTH) AND GO 0.1 MILE TO STATION. <p>THE STATION MARK, STAMPED COOKIE 1956, IS A STANDARD BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS NEAR THE JUNCTION OF FOUR VERY DIM LOGGING ROADS, ABOUT 100 YARDS EAST OF MILL CREEK ROAD, AND 27 FEET NORTHWEST OF A TRIANGLE-BLAZED FIR TREE. <p>REFERENCE MARK NO. 1, STAMPED COOKIE NO 1 1956, IS A STANDARD BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 15 FEET SOUTHEAST OF A VERY DIM LOGGING ROAD AND IS ABOUT 3 FEET LOWER THAN THE STATION. <p>REFERENCE MARK NO. 2, STAMPED COOKIE NO 2 1956, IS A STANDARD BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS 1 INCH. IT IS 50 FEET WEST OF THE CENTER OF THE TRACK ROAD WHICH LEADS TO THE STATION. <p>THE AZIMUTH MARK, STAMPED COOKIE 1956, IS A STANDARD BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE SURFACE OF THE GROUND. IT IS 49 FEET EAST OF A LARGE TRIANGLE-BLAZED PINE TREE, 28 FEET SOUTH OF THE CENTER OF THE ROAD, AND 10 FEET SOUTH OF A VERY LARGE PINE STUMP. <p>TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON TRACK ROAD FOR 0.1 MILE TO A CROSS ROAD. TURN LEFT (SOUTHWEST) AND GO 0.05 MILE TO A FORK. TURN RIGHT (WEST) AND GO 0.05 MILE TO MARK ON LEFT. KS1763COXhttp://www.geocaching.com/mark/details.asp?PID=KS1763COXGeocacheGeocacheCOXCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>COX</h1> <b> PID </b> KS1763 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> WHEATLAND (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 03 09.47062(N) 121 28 07.09456(W) ADJUSTED <br> <b> NAVD 88 </b> 33. (meters) 108. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 5.48 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.22 (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> 653,983.845 2</td><td>045,991.733</td><td> MT </td><td>0.99991483</td><td> +0 ' 20 06.0"</td></tr><tr><td>SPC CA 2 </td><td>2,145,612.00 6</td><td>712,557.88 </td><td> sFT </td><td>0.99991483</td><td> +0 ' 20 06.0"</td></tr><tr><td>UTM 10 </td><td>4,323,732.908 </td><td>632,508.370</td><td> MT </td><td>0.99981620</td><td> +0 ' 57 53.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99999946 x 0.99991483 = 0.99991429 <br> <b>UTM 10 </b> 0.99999946 x 0.99981620 = 0.99981566 <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> KNOLL </td><td>011° 40' 13.6"</td></tr><tr><td>UTM 10 </td><td> KNOLL </td><td>011° 02' 25.8"</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>KS1765</td><td>KNOLL </td><td>APPROX. 2.6 KM</td><td>012° 00' 19.6"</td></tr><tr><td>DB7103</td><td>COX RM 1 </td><td> 13.250 METERS</td><td>018° 36' </td></tr><tr><td>KS1761</td><td>COX 2 RESET </td><td> 35.155 METERS</td><td>094° 28' </td></tr><tr><td>KS1764</td><td>WHEATLAND MUNICIPAL TANK </td><td>APPROX. 6.0 KM</td><td>136° 47' 03.6"</td></tr><tr><td>DB7104</td><td>COX RM 2 </td><td> 9.080 METERS</td><td>152° 05' </td></tr><tr><td>KS1802</td><td>YUBA CITY DEL MONTE WATER TANK </td><td>APPROX.15.4 KM</td><td>304° 32' 39.3"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 03 09.45959(N) 121 28 07.09012(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 39 03 09.84500(N) 121 28 03.22900(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: 10SFJ3250823733(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>1943 </td><td>SEE DESCRIPTION </td><td>USE</td></tr><tr><td>1957 </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 4 MILES, AIRLINE, NORTHWEST OF WHEATLAND ON AN UNCULTIVATED HILLTOP, THE HIGHEST IN THE VICINITY, ON THE PROPERTY OF ALVIN J. COX. <p>TO REACH FROM WHEATLAND, GO NORTHWEST ON U.S. HIGHWAY 99E FOR 3.0 MILES, TURN RIGHT OFF HIGHWAY 99E, CROSS RAILROAD TRACKS, TURN LEFT AND GO 0.15 MILE ON GRAVEL ROAD, TURN RIGHT (NORTH) AND GO 0.9 MILE TO TOP OF HILL AND STATION. THE MARK IS ABOUT 40 FEET WEST OF CENTER LINE OF ROAD AND INSIDE THE WIRE FENCE. TO DRIVE TO STATION, GO THROUGH THE COX RANCH BUILDINGS, THEN NORTH THROUGH SEVERAL GATES INTO PASTURE ABOUT 0.15 MILE FROM BUILDINGS. <p>SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET AS DESCRIBED IN NOTES 1A, 7A AND 11A, RESPECTIVELY. <p>THE AZIMUTH MARK IS U.S. GEOLOGICAL SURVEY STATION KNOLL, DESCRIBED ABOVE, WHICH IS ON THE SUMMIT OF A LONE, CULTIVATED HILL 1-1/2 MILES NORTH-NORTHEAST OF STATION. THE MARK IS A STANDARD U.S. GEOLOGICAL SURVEY PIPE MARK, UNSTAMPED, AND PROJECTING ABOUT 18 INCHES ABOVE THE GROUND. TO REACH FROM STATION, CONTINUE NORTH ON GRAVEL ROAD FROM STATION 1.2 MILES, TURN RIGHT (EAST) AND GO 0.3 MILE TO GATE ON LEFT, PASS THROUGH GATE AND GO 0.3 MILE NORTH TO PIPE MARK. <p>A 4- BY 4-INCH WHITE POST WAS PLACED AT STATION MARK. <p> <h2>STATION RECOVERY (1943) </h2> <p>RECOVERY NOTE BY US ENGINEERS 1943 DUE TO CONSTRUCTION OPERATIONS IT WAS NECESSARY TO REMOVE THE STATION MARK, LOCATED APPROXIMATELY 4 MILES NW OF WHEATLAND, CALIFORNIA. THE STATION WAS REFERENCED BY REFERENCE POINTS, FOUR 3/4-INCH IRON PIPES, TWO SET ON LINE WITH THE STATION IN EACH OF TWO DIRECTIONS. AS A CHECK THE DISTANCES WERE ALSO MEASURED TO THE STATION. REFERENCE POINT NO. 1 WAS SET IN THE E RIGHT-OF-WAY FENCE N ALONG THE COUNTY ROAD FROM THE STATION 412.26 FEET DISTANT. REFERENCE POINT NO. 2 SET IN LINE WITH THE STATION MARK AND REFERENCE POINT NO. 1 IS 1066.50 FEET FROM REFERENCE POINT NO. 1. <p>REFERENCE POINT NO. 3 WAS SET SE OF THE STATION DISTANT 383.20 FEET. <p>REFERENCE POINT NO. 4 WAS SET ON LINE WITH THE STATION AND REFERENCE POINT NO. 3, 2228.35 FEET FROM REFERENCE POINT NO. 3 IN AN E-W FENCE. <p>REFERENCE MARKS NOS. 1 AND 2 WERE RESET BY DISTANCE AND DIRECTION. <p> <h2>STATION RECOVERY (1957) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (WMG) STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED BY THE AREA ENGINEER, U.S. ENGINEER OFFICE, TWELFTH AND F STREET, MARRYVILLE, CALIF. <p>STATION AND REFERENCE MARK 1 WERE IN GOOD CONDITION. REFERENCE MARK 2 HAD BEEN DISTURBED, AND WAS OUT OF POSITION DEGREES (6). <p>STATION COX 2 1957 WAS ESTABLISHED 115.330 FT. E OF COX 1939 AND ALL MARKS WERE REMOVED FROM THE COX LOCATION. KS1761COX 2 RESEThttp://www.geocaching.com/mark/details.asp?PID=KS1761COX 2 RESETGeocacheGeocacheCOX 2 RESETCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>COX 2 RESET</h1> <b> PID </b> KS1761 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> WHEATLAND (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 03 09.38176(N) 121 28 05.63695(W) ADJUSTED <br> <b> NAVD 88 </b> 33. (meters) 108. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 5.49 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.22 (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>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> 653,981.310 2</td><td>046,026.794</td><td> MT </td><td>0.99991483</td><td> +0 ' 20 06.9"</td></tr><tr><td>SPC CA 2 </td><td>2,145,603.68 6</td><td>712,672.91 </td><td> sFT </td><td>0.99991483</td><td> +0 ' 20 06.9"</td></tr><tr><td>UTM 10 </td><td>4,323,730.759 </td><td>632,543.453</td><td> MT </td><td>0.99981632</td><td> +0 ' 57 54.7"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99999946 x 0.99991483 = 0.99991429 <br> <b>UTM 10 </b> 0.99999946 x 0.99981632 = 0.99981578 <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> BEALE AFB CONTROL TOWER </td><td>017° 16' 47.9"</td></tr><tr><td>UTM 10 </td><td> BEALE AFB CONTROL TOWER </td><td>016° 39' 00.1"</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>KS1771</td><td>BEALE AFB PARACHUTE RIGGING TR </td><td>APPROX.11.2 KM</td><td>016° 17' 44.9"</td></tr><tr><td>KS1766</td><td>BEALE AFB CONTROL TOWER </td><td>APPROX.10.8 KM</td><td>017° 36' 54.8"</td></tr><tr><td>KS1767</td><td>BEALE AFB WATER TANK </td><td>APPROX.11.2 KM</td><td>018° 56' 10.0"</td></tr><tr><td>DB7105</td><td>COX 2 RM 1 </td><td> 13.723 METERS</td><td>223° 00' </td></tr><tr><td>DB7107</td><td>COX 2 RM 3 </td><td> 30.922 METERS</td><td>248° 39' </td></tr><tr><td>KS1763</td><td>COX </td><td> 35.155 METERS</td><td>274° 28' </td></tr><tr><td>DB7106</td><td>COX 2 RM 2 </td><td> 10.349 METERS</td><td>301° 47' </td></tr><tr><td>DB7108</td><td>COX 2 RM 4 </td><td> 36.777 METERS</td><td>308° 24' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 03 09.37074(N) 121 28 05.63264(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 39 03 09.75600(N) 121 28 01.77200(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: 10SFJ3254323731(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>1957 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1958 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1961 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1964 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1971 </td><td>SEE DESCRIPTION </td><td>CADH</td></tr><tr><td>1972 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1957 (WMG) ABOUT 4 MI., AIRLINE NW OF WHEATLAND ON AN UNCULTIVATED HILLTOP (THE HIGHEST IN THE VICINITY), ON PROPERTY OWNED BY L.W. BRADSHAW. <p>TO REACH STATION FROM WHEATLAND, GO NW ON U.S. HIGHWAY 99E FOR 3.5 MI. TO OIL ROAD RIGHT (E). TURN RIGHT (E), CROSS THE RAILROAD TRACK AND CONTINUE 0.2 MI. TO OIL ROAD LEFT (N). TURN LEFT (N) AND CONTINUE ON OIL ROAD 0.7 MI. TO TOP OF HILL. THE STATION IS 50 FT. E OF THE CENTERLINE OF THE OIL ROAD. <p>THE SURFACE MARK IS A STANDARD DISK, WELDED TO THE TOP OF A SOIL PIPE AND SET IN A 10-IN. BLOCK OF CONCRETE. UNDERGROUND MARK AND REFERENCE MARKS ARE SET ACCORDING TO NOTES 7A AND 11A RESPECTFULLY. <p>THE STATION MARK PROJECTS 14 IN. ABOVE THE SURFACE. REFERENCE MARK 1 PROJECTS 12 IN., AND REFERENCE MARK 2 PROJECTS 10 IN. <p>REFERENCE MARKS 1 AND 2 ARE 1 FT. E OF THE E RIGHT-OF-WAY FENCE. <p> <h2>STATION RECOVERY (1958) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (JCM) THE STATION AND REFERENCE MARKS WERE FOUND IN GOOD CONDITION, EXCEPT THE W SIDE OF THE TOP OF THE REFERENCE MARK 2 (CONCRETE POST) IS BROKEN OFF. DIFFERENCES WERE NOTED BETWEEN THE 1957 AND 1958 DISTANCES TO THE REFRENCE MARKS, BUT THE 1958 DISTANCES WERE CHECKED IN THE FIELD AND ARE CORRECT. A COMPLETE DESCRIPTION FOLLOWS-- <p>THE STATION IS LOCATED, AIRLINE, ABOUT 9 MI. SE OF MARYSVILLE, 4 MI. NW OF WHEATLAND, AND 3/4 MI. NE OF U.S. HIGHWAY 99E, NEAR THE TOP OF A LOW HILL IN PASTURE, AND ABOUT 50 YD. E OF AND ACROSS THE ROAD FROM A METAL, QUONSET-TYPE BARN. <p>TO REACH THE STATION FROM THE POST OFFICE IN WHEATLAND, GO SW FOR 0.1 MI. TO A CROSSROAD. TURN RIGHT ONTO U.S. HIGHWAY 99E AND GO NW FOR 3.3 MI. TO A SIDE ROAD ON THE RIGHT. TURN RIGHT AND GO NE FOR 0.15 MI. TO A CROSSROAD. TURN LEFT ONTO BRADSHAW ROAD AND GO N FOR 0.7 MI. TO THE TOP OF A HILL, A BARN ON THE LEFT, AND THE STATION ON THE RIGHT. <p>THE STATION MARK IS A STANDARD DISK, STAMPED COX 2 1957, WELDED TO THE TOP OF A 2-IN. IRON PIPE THAT PROJECTS 14 IN. ABOVE THE GROUND. IT IS 97 FT. E-NE OF A TRANSFORMER POLE, 63 FT. E OF THE CENTERLINE OF THE ROAD, 33 FT. E OF A FENCE LINE, AND 1.2 FT. S OF A WITNESS POST. <p>REFERENCE MARK 1 IS A STANDARD DISK, STAMPED COX 2 NO 1 1957, SET IN THE TOP OF A 10-IN. SQUARE CONCRETE POST THAT PROJECTS 10 IN. ABOVE THE GROUND. IT IS 1.5 FT. E OF A FENCE LINE AND 3 FT. LOWER THAN THE STATION. <p>REFERENCE MARK 2 IS A STANDARD DISK, STAMPED COX 2 NO 2 1957, SET IN THE TOP OF A 10-IN. SQUARE CONCRETE POST THAT PROJECTS 6 IN. ABOVE THE GROUND. IT IS 3 FT. E OF A FENCE LINE AND 3 FT. LOWER THAN THE STATION. <p>HEIGHT OF TRIPOD - 1 METER. <p> <h2>STATION RECOVERY (1961) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC) THE STATION AND REFERENCE MARKS WERE FOUND AS DESCRIBED BY J.C.M. IN 1958. DUE TO EXCAVATION WORK AT THE STATION SITE TWO NEW REFERENCE MARKS WERE SET ACROSS THE ROAD FOR THE FUTURE RE-SETTING OF THE STATION. THE OLD REFERENCE MARKS WERE NOT DESTROYED. FOLLOWING IS A DESCRIPTION OF THE NEW MARKS. <p>REFERENCE MARK 3, STAMPED COX 2 NO 3 1957, IS A STANDARD DISK SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES AND IS ABOUT 3 FEET LOWER THAN THE STATION. IT IS 30 FEET WEST OF THE CENTER OF THE ROAD, 18 FEET NORTH OF THE CENTER OF A DRIVE-WAY, 6.5 FEET NORTH OF A GATE-POST, 5 FEET SOUTH SOUTHWEST OF A POWERLINE POLE AND 1.5 FEET EAST OF A BOARD FENCE. NOTE 11A. <p>REFERENCE MARK 4, STAMPED COX 2 NO 4 1957, IS A STANDARD DISK SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST THAT PROJECTS 5 INCHES AND IS ABOUT 3 FEET LOWER THAN THE STATION. IT IS 33 FEET WEST OF THE CENTER OF THE ROAD, 63 FEET EAST OF THE NORTHEAST CORNER OF A METAL, QUONSET TYPE BARN, 2 FEET SOUTHEAST OF A GATE-POST AND 1.5 FEET EAST OF A BOARD FENCE. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (ALM) THE STATION WAS FOUND IN GOOD CONDITION. THE REFERENCE MARKS WERE NOT SEARCHED FOR AT THIS TIME. THE OLD DESCRIPTION IS GOOD. <p> <h2>STATION RECOVERY (1971) </h2> <p>RECOVERY NOTE BY CA DIV OF HIGHWAYS 1971 (DRG) COX 2-SOIL PIPE W/DISC HAS BEEN BROKEN OFF AT TOP OF CONCRETE BLOCK. WE DIDNT LOOK FOR UNDERGROUND MON. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (LFS) REFERENCE MARKS 1, 3 AND 4 WERE RECOVERED IN GOOD CONDITION. REFERENCE MARK 2 WAS FOUND SOLID IN THE GROUND BUT LEANING TO THE SOUTHEAST AND THE TOP OF THE CONCRETE POST WAS PARTLY BROKEN AWAY. THE STATION MARK PIPE WAS FOUND BROKEN OFF AND LYING ON TOP OF THE GROUND. THE REMAINDER OF THE PIPE WITH ITS CONCRETE COLLAR WAS REMOVED AND THE UNDERGROUND STATION MARK WAS SEARCHED FOR BUT NONE WAS FOUND AND IT IS EVIDENT NONE WAS SET. BY MEASURING THE DISTANCES AND DIRECTIONS (AND CHECKING THE 1961 MEASUREMENTS) TO REFERENCE MARKS 1, 3 AND 4 THE POSITION OF THE STATION WAS FOUND. THE POINT WAS HELD AND A NEW UNDERGROUND STATION MARK AND A NEW SURFACE STATION MARK WERE SET ON THIS DATE. THE DISTANCE TO REFERENCE MARK 2 MEASURED ON THIS DATE WAS SHORTER THAN THE PREVIOUS MEASUREMENTS. THE PREVIOUS DESCRIPTIONS ARE ADEQUATE WITH THE FOLLOWING ADDITIONS-- <p>THE UNDERGROUND STATION MARK SET ON THIS DATE IS A NGS HORIZONTAL CONTROL DISK STAMPED COX 2 1957 1972 SET IN THE TOP OF A BLOCK OF CONCRETE 3.2 FEET BELOW THE SURFACE OF THE GROUND. <p>THE SURFACE STATION MARK SET ON THIS DATE IS A NGS HORIZONTAL CONTROL DISK STAMPED COX 2 1957 1972 SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER PROJECTING 0.1 FOOT ABOVE THE GROUND AND IS 97 FEET EAST-NORTHEAST OF A TRANSFORMER POLE, 63 FEET EAST OF THE CENTERLINE OF THE ROAD AND 33 FEET EAST OF A FENCE LINE. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NW OF WHEATLAND KS1803D 10http://www.geocaching.com/mark/details.asp?PID=KS1803D 10GeocacheGeocacheD 10CADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>D 10</h1> <b> PID </b> KS1803 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> YUBA CITY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 14 02.20926(N) 121 34 40.01383(W) ADJUSTED <br> <b> NAVD 88 </b> 25.3 (meters) 83. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 4.51 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -28.81 (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> 674,061.778 2</td><td>036,451.391</td><td> MT </td><td>0.99991805</td><td> +0 ' 15 58.3"</td></tr><tr><td>SPC CA 2 </td><td>2,211,484.35 6</td><td>681,257.61 </td><td> sFT </td><td>0.99991805</td><td> +0 ' 15 58.3"</td></tr><tr><td>UTM 10 </td><td>4,343,702.134 </td><td>622,748.355</td><td> MT </td><td>0.99978552</td><td> +0 ' 53 58.7"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000055 x 0.99991805 = 0.99991860 <br> <b>UTM 10 </b> 1.00000055 x 0.99978552 = 0.99978607 <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> WOODRUFF </td><td>184° 54' 44.2"</td></tr><tr><td>UTM 10 </td><td> WOODRUFF </td><td>184° 16' 43.8"</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>DB7135</td><td>D 10 RM 1 </td><td> 6.918 METERS</td><td>003° 57' </td></tr><tr><td>DB7136</td><td>D 10 RM 2 </td><td> 4.193 METERS</td><td>100° 29' </td></tr><tr><td>KS1801</td><td>WOODRUFF </td><td>APPROX. 1.6 KM</td><td>185° 10' 42.5"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 14 02.19448(N) 121 34 40.00704(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 14 02.58767(N) 121 34 36.12509(W) AD( ) 2 <br> NGVD 29 (07/19/86) 24.6 (m) 81. (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: 10SFJ2274843702(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN <br>WITH SETTING: PAVEMENT <br> </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 (DRG) THE STATION IS LOCATED ON A LEVEE ROAD NEAR THE WESTERN PACIFIC RAILROAD ABOUT 7.0 MILES SOUTHWEST OF HONCUT, 6 MILES NORTH OF MARYSVILLE AND 5.0 MILES SOUTHEAST OF LIVE OAK. <p>TO REACH STATION FROM THE INTERSECTION OF 12TH STREET AND B STREET, ALSO THE JUNCTION OF STATE HIGHWAY ROUTES 20 AND 70, IN MARYSVILLE, GO NORTH ON ROUTE 70 TOWARD OROVILLE 5.1 MILES TO THE INTERSECTION OF WOODRUFF LANE, TURN RIGHT AND GO EAST ON WOODRUFF LANE 1.2 MILES TO THE WESTERN PACIFIC RAILROAD, CROSS TRACKS AND TURN LEFT ONTO LEVEE ROAD PARALLELING W.P.R.R, GO NORTH ON LEVEE ROAD 1.0 MILES TO STATION ON LEFT. <p>STATION MARK IS DIVISION OF HIGHWAYS BRASS DISK STAMPED D10 1972 SET IN THE TOP OF A 15 INCH DIAMETER MASS OF CONCRETE FLUSH WITH GROUND SURFACE. IT IS 132.0 FEET SOUTH OF FIELD ROAD, 6.8 FEET WEST OF CENTER LINE OF LEVEE ROAD, 22.7 FEET EAST OF EAST RAIL OF W.P.R.R. AND 156.4 FEET SOUTH OF RAILROAD SIGNAL LIGHT. <p>AN UNDERGROUND MARK, IDENTICAL TO SURFACE MARK, WAS SET IN 6 INCHES OF CONCRETE, 3.5 FEET BELOW THE SURFACE. <p>REFERENCE MARK NO. 1 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED D10 R M NO. 1 1972 SET IN THE TOP OF A 14 INCH DIAMETER MASS OF CONCRETE BURIED 0.2 FOOT AND 0.8 FOOT LOWER THAN STATION. IT IS 110.0 FEET SOUTH OF FIELD ROAD, 9.6 FEET WEST OF LEVEE ROAD AND 22.0 FEET EAST OF EAST RAIL OF W.P.R.R. <p>REFERENCE MARK NO. 2 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED D10 R M NO. 2 1972 SET IN THE TOP OF A 14 INCH DIAMETER MASS OF CONCRETE, BURIED 0.3 FOOT IN LEVEE SLOPE AND 1.0 FOOT LOWER THAN STATION. IT IS 132.0 FEET SOUTH OF FIELD ROAD, 7.1 FEET EAST OF CENTER LINE OF LEVEE ROAD AND 36.5 FEET EAST OF EAST RAIL OF W.P.R.R. <p>NOTE--NO AZIMUTH MARK SET. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.49 METERS. KS0866D 1103http://www.geocaching.com/mark/details.asp?PID=KS0866D 1103GeocacheGeocacheD 1103CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>D 1103</h1> <b> PID </b> KS0866 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CHALLENGE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 25 25. (N) 121 08 55. (W) SCALED <br> <b> NAVD 88 </b> 536.845 (meters) 1761.30 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.76 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 536.476 (meters) 1760.09 (feet) COMP <br> <b> MODELED GRAV</b> 979,923.7 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 695,380. </td><td> 2,073,310. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 536.070 (m) 1758.76 (f) ADJUSTED 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: 10SFJ593654(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: CUT <br>STAMPING: D 1103 1960 <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>1960 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>19891103</td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1960 6.6 MI SE FROM CHALLENGE. 6.55 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE YUBA FEATHER UNION ELEMENTARY SCHOOL AT CHALLENGE, ABOUT MIDWAY BETWEEN CURVES, SET VERTICALLY IN THE SOUTHWEST FACE OF A GRANITE CUT WHICH PROJECTS ABOUT 15 FEET ABOVE THE ROAD, 14 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 71 FEET NORTHWEST OF THE CENTER OF A CURVE, 180 FEET NORTHWEST OF THE CENTER OF A DRY WASH, AND ABOUT 2 1/2 FEET HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1989 (NJS) RECOVERED IN GOOD CONDITION. KS0694D 1104http://www.geocaching.com/mark/details.asp?PID=KS0694D 1104GeocacheGeocacheD 1104CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>D 1104</h1> <b> PID </b> KS0694 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> STRAWBERRY VALLEY (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 34 46. (N) 121 05 52. (W) SCALED <br> <b> NAVD 88 </b> 1144.003 (meters) 3753.28 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -24.89 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 1143.111 (meters) 3750.36 (feet) COMP <br> <b> MODELED GRAV</b> 979,807.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 712,720. </td><td> 2,077,510. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1143.130 (m) 3750.42 (f) ADJUSTED 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: 10SFJ633828(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: OUTCROP <br>STAMPING: D 1104 1960 <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>1960 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1960 11.4 MI NE FROM CHALLENGE. 0.1 MILE NORTHEAST ALONG AN ASPHALT ROAD FROM THE YUBA FEATHER UNION ELEMENTARY SCHOOL AT CHALLENGE, THENCE 11.35 MILES NORTHEAST ALONG AN ASPHALT ROAD, 12.05 MILES SOUTHWEST OF LA PORTE, AT EAGLEVILLE, IN TOP OF A LEDGE OF GRANITE OUTCROP WHICH PROJECTS ABOUT 0.3 FOOT ABOVE THE GROUND, 15 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE ROAD, 167.9 FEET EAST AND ACROSS THE ROAD FROM THE SOUTH CORNER OF A WOODEN BARN WITH A CORRUGATED METAL ROOF, 125 FEET EAST AND ACROSS THE ROAD FROM TELEPHONE POLE 396, 104 FEET NORTHEAST OF THE CENTER LINE OF A DRIVEWAY NORTH, 6.3 FEET SOUTH-SOUTHEAST OF A WITNESS POST, AND ABOUT LEVEL WITH THE ROAD. KS0809D 213http://www.geocaching.com/mark/details.asp?PID=KS0809D 213GeocacheGeocacheD 213CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>D 213</h1> <b> PID </b> KS0809 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 27 04. (N) 121 03 11. (W) SCALED <br> <b> NAVD 88 </b> 808.609 (meters) 2652.91 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.27 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 808.025 (meters) 2651.00 (feet) COMP <br> <b> MODELED GRAV</b> 979,877.7 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 698,510. </td><td> 2,081,500. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 807.798 (m) 2650.25 (f) ADJUSTED 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: 10SFJ675686(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: D 213 1934 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1934 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20040311</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1934 AT CAMPTONVILLE. AT THE WEST SIDE OF CAMPTONVILLE, YUBA COUNTY, ON STATE HIGHWAY 49, 65 YARDS SOUTH OF THE SOUTHEAST CORNER OF THE LANG GARAGE, 12 FEET WEST OF A 15-INCH PINE TREE, AND 21 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. A STANDARD DISK, STAMPED D 213 1934 AND SET IN THE TOP OF A CONCRETE POST. ONE CORNER OF THE POST IS CHIPPED AS THOUGH HIT WITH A HEAVY OBJECT. THERE IS NO APPARENT EVIDENCE OF MOVEMENT NOR DISLOCATION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS0975D 845http://www.geocaching.com/mark/details.asp?PID=KS0975D 845GeocacheGeocacheD 845CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>D 845</h1> <b> PID </b> KS0975 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> YUBA CITY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 18. (N) 121 34 10. (W) SCALED <br> <b> NAVD 88 </b> 20.540 (meters) 67.39 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.08 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 20.527 (meters) 67.35 (feet) COMP <br> <b> MODELED GRAV</b> 980,031.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 665,300. </td><td> 2,037,210. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 19.845 (m) 65.11 (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: 10SFJ236349(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: D 845 1948 <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>1948 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1987 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>19880808</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1948 1.9 MI E FROM MARYSVILLE. 0.5 MILE SOUTH ALONG STATE HIGHWAY 24 FROM THE HIGH SCHOOL AT MARYSVILLE, THENCE 1.4 MILES EAST ALONG STATE HIGHWAY 20, AT CHIEM AIRPORT, 73 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD LEADING TO THE AIRPORT, 58.0 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 5 FEET LOWER THAN THE HIGHWAY, 2.0 FEET SOUTH OF A COCA COLA SIGN POST, 2.0 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (DME) MARK NOT FOUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. KS0762D 851http://www.geocaching.com/mark/details.asp?PID=KS0762D 851GeocacheGeocacheD 851CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>D 851</h1> <b> PID </b> KS0762 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> SMARTVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 13 40. (N) 121 20 57. (W) SCALED <br> <b> NAVD 88 </b> 91.68 (+/-2cm) 300.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.71 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 673,490. </td><td> 2,056,190. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 90.991 (m) 298.53 (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: 10SFJ424433(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: D 851 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>1986 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>1991 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 3.4 MI W FROM SMARTVILLE. 3.4 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT SMARTVILLE, AT HIGHWAY BRIDGE 1630, IN THE TOP OF THE EAST END OF THE SOUTH BALUSTRADE, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (DME) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1991) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1991 (UNK) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS0785D 854http://www.geocaching.com/mark/details.asp?PID=KS0785D 854GeocacheGeocacheD 854CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>D 854</h1> <b> PID </b> KS0785 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> SMARTVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 07 39. (N) 121 18 32. (W) SCALED <br> <b> NAVD 88 </b> 106.40 (+/-2cm) 349.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.03 (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> 662,390. </td><td> 2,059,760. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 105.719 (m) 346.85 (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: 10SFJ461322(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: D 854 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>1986 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 6.9 MI S FROM SMARTVILLE. 0.7 MILE SOUTHEAST ALONG SMARTVILLE ROAD FROM THE POST OFFICE AT SMARTVILLE, THENCE 5.5 MILES SOUTH ALONG THE WHEATLAND ROAD, THENCE 0.7 MILE SOUTH ALONG AN ABANDONED COUNTY ROAD, 1.1 MILE NORTH OF AN ABANDONED STEEL BRIDGE OVER DRY CREEK, 63 FEET NORTH OF THE CENTER LINE OF A DIM TRACK ROAD LEADING WEST, 39 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD, 28 FEET EAST OF A 48-INCH OAK TREE, 1.3 FEET SOUTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (DME) MARK NOT FOUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS1768DAGUERRAhttp://www.geocaching.com/mark/details.asp?PID=KS1768DAGUERRAGeocacheGeocacheDAGUERRACGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>DAGUERRA</h1> <b> PID </b> KS1768 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> BROWNS VALLEY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 13 07.21343(N) 121 27 18.99266(W) ADJUSTED <br> <b> NAVD 88 </b> 569.01 (+/-2cm) 1866.8 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 10.10 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -28.39 (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> 672,422.206 2</td><td>047,037.747</td><td> MT </td><td>0.99991740</td><td> +0 ' 20 36.4"</td></tr><tr><td>SPC CA 2 </td><td>2,206,105.19 6</td><td>715,989.67 </td><td> sFT </td><td>0.99991740</td><td> +0 ' 20 36.4"</td></tr><tr><td>UTM 10 </td><td>4,342,179.875 </td><td>633,350.963</td><td> MT </td><td>0.99981895</td><td> +0 ' 58 36.6"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99991519 x 0.99991740 = 0.99983259 <br> <b>UTM 10 </b> 0.99991519 x 0.99981895 = 0.99973415 <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> CHINN </td><td>017° 53' 25.4"</td></tr><tr><td>UTM 10 </td><td> CHINN </td><td>017° 15' 25.2"</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>KS1782</td><td>CHINN </td><td>APPROX. 6.1 KM</td><td>018° 14' 01.8"</td></tr><tr><td>DB7137</td><td>DAGUERRA RM 1 </td><td> 11.803 METERS</td><td>041° 35' </td></tr><tr><td>DB7138</td><td>DAGUERRA RM 2 </td><td> 10.961 METERS</td><td>124° 58' </td></tr><tr><td>KS0773</td><td>R 214 </td><td> </td><td>308° 22' 59.7"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 13 07.20582(N) 121 27 18.98470(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 13 07.59600(N) 121 27 15.11400(W) AD( ) 2 <br> NGVD 29 (07/19/86) 568.32 (m) 1864.6 (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: 10SFJ3335142180(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>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) A U.S. ENGINEERS BRASS PIPE SET IN CONCRETE ON TOP OF HILL APPROXIMATELY 0.25 MILE SOUTH OF STATE HIGHWAY 20, 0.5 MILE WEST OF ROAD LEADING SOUTH FROM HIGHWAY 20 TO DAGUERRA POINT DAM AND APPROXIMATELY 0.7 MILE NORTH-NORTHWEST OF DAGUERRA POINT DAM ON YUBA RIVER. <p>TO REACH FROM JUNCTION OF STATE HIGHWAYS 20 AND 24 IN MARYSVILLE, DRIVE NORTHEAST ON HIGHWAY 20 FOR 9.1 MILES TO OILED ROAD WHICH BEARS FROM HIGHWAY 20, CONTINUE ON HIGHWAY 20 FOR 0.6 MILE TO BOTTOM OF DRAW, TURN RIGHT AND DRIVE SOUTHEAST 0.25 MILE TO TOP OF HILL AND STATION SITE. STATION CAN BE SEEN FROM HIGHWAY 20. <p> <h2>STATION RECOVERY (1949) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WRH) THE STATION WAS RECOVERED AS DESCRIBED. TWO REFERENCE MARKS WERE ESTABLISHED. A NEW DESCRIPTION FOLLOWS. <p>THE STATION IS LOCATED ON THE HIGHEST POINT OF A ROLLING, GRASSY KNOLL. IT IS ABOUT 21 MILES AIRLINE WEST OF GRASS VALLEY, ABOUT 8-1/2 MILES AIRLINE NORTHEAST OF MARYSVILLE, ABOUT 3.2 MILES BY ROAD SOUTHWEST OF BROWNS VALLEY AND ABOUT 0.2 MILE SOUTH OF STATE HIGHWAY 20. <p>THE STATION MARK IS A U.S. ENGINEERING DEPARTMENT BRASS CAP, RIVETED TO THE TOP OF A 2-INCH IRON PIPE, SET IN A 14-INCH SQUARE CONCRETE POST. THE CONCRETE POST PROJECTS ABOUT 3 INCHES ABOVE THE GROUND AND THE IRON PIPE PROJECTS ABOUT 5 INCHES ABOVE THE CONCRETE POST. THE MARK IS UNSTAMPED. IT IS ABOUT 125 FEET NORTHEAST OF A TRACK ROAD AND IS 4.5 FEET NORTH OF A WHITE WITNESS POST. <p>REFERENCE MARK NUMBER 1 IS A STANDARD DISK STAMPED DAGUERRA NO 1 1939, SET IN A SQUARE CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT 6 INCHES LOWER THAN THE STATION. <p>REFERENCE MARK NUMBER 2 IS A STANDARD DISK STAMPED DAGUERRA NO 2 1939, SET IN A SQUARE CONCRETE POST PROJECTING ABOUT 2 INCHES ABOVE THE GROUND AND IS ABOUT 6 INCHES LOWER THAN THE STATION. KS1646DARKhttp://www.geocaching.com/mark/details.asp?PID=KS1646DARKGeocacheGeocacheDARKCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>DARK</h1> <b> PID </b> KS1646 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 25 47.43013(N) 121 05 48.83819(W) ADJUSTED <br> <b> NAVD 88 </b> 737.8 (meters) 2421. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 8.35 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.58 (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>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> 696,110.367 2</td><td>077,750.292</td><td> MT </td><td>0.99993277</td><td> +0 ' 34 09.8"</td></tr><tr><td>SPC CA 2 </td><td>2,283,822.10 6</td><td>816,752.42 </td><td> sFT </td><td>0.99993277</td><td> +0 ' 34 09.8"</td></tr><tr><td>UTM 10 </td><td>4,366,206.439 </td><td>663,796.972</td><td> MT </td><td>0.99993034</td><td> +1 ' 12 32.4"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99988828 x 0.99993277 = 0.99982105 <br> <b>UTM 10 </b> 0.99988828 x 0.99993034 = 0.99981862 <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> OREGON </td><td>235° 30' 54.3"</td></tr><tr><td>UTM 10 </td><td> OREGON </td><td>234° 52' 31.7"</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>DB7150</td><td>DARK RM 1 </td><td> 5.002 METERS</td><td>033° 16' </td></tr><tr><td>DB7151</td><td>DARK RM 2 </td><td> 4.773 METERS</td><td>118° 35' </td></tr><tr><td>KS1686</td><td>DARK STAKE 1 1956 </td><td> 13.547 METERS</td><td>188° 59' </td></tr><tr><td>KS1730</td><td>OREGON </td><td>APPROX. 8.3 KM</td><td>236° 05' 04.1"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 25 47.42214(N) 121 05 48.82911(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 39 25 47.81600(N) 121 05 44.98500(W) AD( ) 3 <br> NGVD 29 (07/19/86) 737.0 (m) 2418. (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: 10SFJ6379766206(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>1956 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NES) THE STATION IS LOCATED IN THE TAHOE NATIONAL FOREST, ABOUT 4-1/2 MILES NORTH OF NORTH SAN JUAN, AND ABOUT 1/2 MILE EAST OF DARK DAY CANYON. IT IS ON THE NORTH END OF A LOW WOODED RIDGE. <p>TO REACH FROM NORTH SAN JUAN, GO NORTH ON STATE HIGHWAY 49 FOR 6.4 MILES TO WILSONS LOG CABIN ON THE RIGHT AND A MACADAM SIDE ROAD ON THE LEFT. TURN LEFT (WEST) AND GO 1.9 MILES TO A DIRT SIDE ROAD RIGHT. KEEP RIGHT (WEST) AND GO 0.05 MILE TO A TRACK ROAD RIGHT. TURN RIGHT (NORTH) AND GO 0.05 MILE TO A TRIANGLE-BLAZED PINE TREE ON THE RIGHT AT THE END OF THE ROAD. FROM HERE, PACK NORTHWEST THROUGH TREES FOR ABOUT 100 FEET TO STATION. <p>THE STATION MARK, STAMPED DARK 1956, IS A STANDARD BRONZE DISK CEMENTED IN THE TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS 12 INCHES. IT IS 43 FEET WEST OF A TRAIL, 18 FEET SOUTHWEST OF A TRIANGLE-BLAZED MADRONA TREE, AND 8 FEET EAST OF A CLUMP OF MADRONA STUMPS. <p>REFERENCE MARK NO. 1, STAMPED DARK NO 1 1956, IS A STANDARD BRONZE DISK CEMENTED IN THE TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS 8 INCHES. IT IS 4 FEET WEST OF THE TRIANGLE-BLAZED MADRONA TREE. <p>REFERENCE MARK NO. 2, STAMPED DARK NO 2 1956, IS A STANDARD BRONZE DISK CEMENTED IN THE TOP OF A 2-INCH SOIL PIPE WHICH PROJECTS 10 INCHES. KS1808DUMPhttp://www.geocaching.com/mark/details.asp?PID=KS1808DUMPGeocacheGeocacheDUMPCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>DUMP</h1> <b> PID </b> KS1808 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> YUBA CITY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 09 54.00715(N) 121 34 16.31809(W) ADJUSTED <br> <b> NAVD 88 </b> 26.35 (+/-2cm) 86.5 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 4.20 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.05 (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> 666,410.932 2</td><td>037,055.757</td><td> MT </td><td>0.99991565</td><td> +0 ' 16 13.2"</td></tr><tr><td>SPC CA 2 </td><td>2,186,383.20 6</td><td>683,240.43 </td><td> sFT </td><td>0.99991565</td><td> +0 ' 16 13.2"</td></tr><tr><td>UTM 10 </td><td>4,336,059.425 </td><td>623,437.091</td><td> MT </td><td>0.99978761</td><td> +0 ' 54 08.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000042 x 0.99991565 = 0.99991607 <br> <b>UTM 10 </b> 1.00000042 x 0.99978761 = 0.99978803 <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> MARYSVILLE </td><td>212° 39' 37.1"</td></tr><tr><td>UTM 10 </td><td> MARYSVILLE </td><td>212° 01' 41.4"</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>DB7210</td><td>DUMP RM 1 </td><td> 11.183 METERS</td><td>025° 25' </td></tr><tr><td>DB7211</td><td>DUMP RM 2 </td><td> 9.350 METERS</td><td>077° 18' </td></tr><tr><td>KS0923</td><td>MARYSVILLE </td><td>APPROX. 2.5 KM</td><td>212° 55' 50.3"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 09 53.99235(N) 121 34 16.31108(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 09 54.38169(N) 121 34 12.43550(W) AD( ) 2 <br> NGVD 29 (07/19/86) 25.66 (m) 84.2 (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: 10SFJ2343736059(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN <br>WITH SETTING: PAVEMENT <br> </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 (DRG) THE STATION IS LOCATED IN A TURNOUT ON A LEVEE ROAD ABOUT 1.5 MILES NORTHEAST OF MARYSVILLE. <p>TO REACH THE STATION FROM THE INTERSECTION OF 12TH STREET AND B STREET, ALSO THE JUNCTION OF STATE HIGHWAY ROUTES 70 AND 20, IN MARYSVILLE GO EASTERLY ON ROUTE 20 2.0 MILES TO A LEVEE ROAD, TURN LEFT ON LEVEE ROAD AND GO WESTERLY 0.7 MILE TO DIRT TURNOUT AND STATION ON LEFT. <p>STATION MARK IS DIVISION OF HIGHWAYS BRASS DISK STAMPED DUMP 1972 SET IN THE TOP OF A 14 INCH DIAMETER MASS OF CONCRETE AND FLUSH WITH GROUND SURFACE. IT IS 13.7 FEET SOUTH OF CENTER OF LEVEE ROAD. <p>AN UNDERGROUND MARK, IDENTICAL TO SURFACE DISK, WAS SET IN 6 INCHES OF CONCRETE, 3.5 FEET BELOW THE SURFACE. <p>REFERENCE MARK 1 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED DUMP R M NO. 1 1972 SET IN THE TOP OF A 9 INCH DIAMETER CONCRETE CYLINDER, PROJECTING 3 INCHES ABOVE GROUND SURFACE, SAME ELEVATION AS STATION. IT IS 12.3 FEET NORTH OF CENTER LINE OF LEVEE ROAD. <p>REFERENCE MARK 2 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED DUMP R M NO. 2 1972 SET IN THE TOP OF A 13 INCH DIAMETER MASS OF CONCRETE FLUSH WITH GROUND SURFACE, SAME ELEVATION AS STATION. IT IS 17.7 FEET SOUTH OF CENTER LINE OF LEVEE ROAD. <p>NOTE--NO AZIMUTH MARK SET. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.59 METERS. KS0869E 1103http://www.geocaching.com/mark/details.asp?PID=KS0869E 1103GeocacheGeocacheE 1103CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>E 1103</h1> <b> PID </b> KS0869 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CHALLENGE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 24 35. (N) 121 08 48. (W) SCALED <br> <b> NAVD 88 </b> 525.626 (meters) 1724.49 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.81 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 525.271 (meters) 1723.33 (feet) COMP <br> <b> MODELED GRAV</b> 979,934.1 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 693,840. </td><td> 2,073,490. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 524.855 (m) 1721.96 (f) ADJUSTED 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: 10SFJ595638(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: CUT <br>STAMPING: E 1103 1960 <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>1960 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>19891103</td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1960 8 MI SE FROM CHALLENGE. 8.05 MILES SOUTHEAST ALONG AN ASPHALT ROAD FROM THE YUBA FEATHER UNION ELEMENTARY SCHOOL AT CHALLENGE, AT THE APPROXIMATE CENTER OF A 200 FOOT TANGENT, SET VERTICALLY IN THE SOUTHEAST FACE OF A ROCK CUT WHICH PROJECTS ABOUT 10 FEET ABOVE THE ROAD, 9 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 4.6 FEET NORTHEAST OF THE SOUTHWEST EDGE OF A CUT, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1989 (NJS) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) BELIEVED TO BE UNDERWATER KS0689E 1104http://www.geocaching.com/mark/details.asp?PID=KS0689E 1104GeocacheGeocacheE 1104CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>E 1104</h1> <b> PID </b> KS0689 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CLIPPER MILLS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 32 45. (N) 121 08 25. (W) SCALED <br> <b> NAVD 88 </b> 1155.966 (meters) 3792.53 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.21 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 1155.096 (meters) 3789.68 (feet) COMP <br> <b> MODELED GRAV</b> 979,832.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 708,950. </td><td> 2,073,890. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1155.125 (m) 3789.77 (f) ADJUSTED 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: 10SFJ597790(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 1104 1960 <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>1960 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1960 7.6 MI NE FROM CHALLENGE. 0.1 MILE NORTHEAST ALONG AN ASPHALT ROAD FROM THE YUBA FEATHER UNION ELEMENTARY SCHOOL AT CHALLENGE, THENCE 7.55 MILES NORTHEAST ALONG AN ASPHALT ROAD, 27 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE JUNCTION OF AN ASPHALT ROAD NORTH-NORTHEAST, 27 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 7.3 FEET NORTH-NORTHWEST OF A FENCE, 1.4 FEET WEST-SOUTHWEST OF A WITNESS POST, 1 FOOT SOUTH-SOUTHEAST OF TELEPHONE POLE 262, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. KS0811E 213http://www.geocaching.com/mark/details.asp?PID=KS0811E 213GeocacheGeocacheE 213CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>E 213</h1> <b> PID </b> KS0811 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 26 02. (N) 121 04 29. (W) SCALED <br> <b> NAVD 88 </b> 709.204 (meters) 2326.78 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.47 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 708.703 (meters) 2325.14 (feet) COMP <br> <b> MODELED GRAV</b> 979,897.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 696,580. </td><td> 2,079,660. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 708.406 (m) 2324.16 (f) ADJUSTED 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: 10SFJ656666(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 213 1934 <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>1934 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1934 2.3 MI S FROM CAMPTONVILLE. 2.3 MILES SOUTH ALONG STATE HIGHWAY 49 FROM CAMPTONVILLE, YUBA COUNTY, 45 YARDS SOUTHWEST OF THE UPPER END OF AN 18-INCH IRON CULVERT, 24 FEET WEST OF A 12-INCH OAK TREE, AND 24 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. A STANDARD DISK, STAMPED E 213 1934 AND SET IN THE TOP OF A CONCRETE POST. SEARCHED FOR BUT NOT RECOVERED IN NOVEMBER 1948. IT WAS PROBABLY DESTROYED WHEN THE NEW HIGHWAY WAS PUT IN. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS0976E 845http://www.geocaching.com/mark/details.asp?PID=KS0976E 845GeocacheGeocacheE 845CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>E 845</h1> <b> PID </b> KS0976 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> YUBA CITY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 08 56. (N) 121 35 07. (W) SCALED <br> <b> NAVD 88 </b> 21.033 (meters) 69.01 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.13 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 21.020 (meters) 68.96 (feet) COMP <br> <b> MODELED GRAV</b> 980,029.9 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 664,620. </td><td> 2,035,850. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 20.338 (m) 66.73 (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: 10SFJ222342(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: OVERPASS <br>STAMPING: E 845 1948 <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>1948 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1987 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>19880808</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1948 AT MARYSVILLE. AT MARYSVILLE, 0.5 MILE SOUTH ALONG STATE HIGHWAY 24 FROM THE HIGH SCHOOL, THENCE 0.1 MILE EAST ALONG STATE HIGHWAY 20, AT THE SOUTHERN PACIFIC CO. RAILROAD OVERPASS 141.26, 40 FEET SOUTHWEST OF A POWER LINE POLE, 6.0 FEET EAST OF THE EAST RAIL, ABOUT 20 FEET HIGHER THAN THE HIGHWAY, AND IN THE NORTHEAST END OF THE NORTH ABUTMENT OF THE OVERPASS. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (DME) MARK NOT FOUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. KS0760E 851http://www.geocaching.com/mark/details.asp?PID=KS0760E 851GeocacheGeocacheE 851CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>E 851</h1> <b> PID </b> KS0760 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> SMARTVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 12 46. (N) 121 19 07. (W) SCALED <br> <b> NAVD 88 </b> 149.09 (+/-2cm) 489.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.58 (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> 671,850. </td><td> 2,058,840. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 148.395 (m) 486.86 (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: 10SFJ451417(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 851 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>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 1.3 MI W FROM SMARTVILLE. 1.3 MILES WEST ALONG STATE HIGHWAY 20 FROM THE POST OFFICE AT SMARTVILLE, 69 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 60 FEET NORTHEAST OF HIGHWAY STATION B 288-50, 15 FEET SOUTHEAST OF THE CENTER OF A 12-FOOT STEEL GATE, 1.5 FEET NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS0786E 854http://www.geocaching.com/mark/details.asp?PID=KS0786E 854GeocacheGeocacheE 854CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>E 854</h1> <b> PID </b> KS0786 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMP FAR WEST (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 06 43. (N) 121 18 30. (W) SCALED <br> <b> NAVD 88 </b> 79.07 (+/-2cm) 259.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.13 (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> 660,660. </td><td> 2,059,820. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 78.396 (m) 257.20 (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: 10SFJ462305(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: E 854 1949 <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - February 28, 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>1987 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040228</td><td>GOOD </td><td>ORBITE</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 8 MI S FROM SMARTVILLE. 0.7 MILE SOUTHEAST ALONG SMARTVILLE ROAD FROM THE POST OFFICE AT SMARTVILLE, THENCE 5.5 MILES SOUTH ALONG THE WHEATLAND ROAD, THENCE 1.8 MILES SOUTH ALONG AN ABANDONED ROAD, AT A STEEL STRUCTURE BRIDGE OVER DRY CREEK, IN THE TOP OF THE WEST END OF THE NORTH CONCRETE ABUTMENT, 13 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 0.5 FOOT LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (DME) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY ORBITECH INC 2004 (SHG) RECOVERED IN GOOD CONDITION. KS1807ELLIShttp://www.geocaching.com/mark/details.asp?PID=KS1807ELLISGeocacheGeocacheELLISCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ELLIS</h1> <b> PID </b> KS1807 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> YUBA CITY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 11 24.91579(N) 121 34 59.33074(W) ADJUSTED <br> <b> NAVD 88 </b> 26.1 (meters) 86. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 3.86 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -28.98 (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> 669,209.356 2</td><td>036,010.396</td><td> MT </td><td>0.99991636</td><td> +0 ' 15 46.1"</td></tr><tr><td>SPC CA 2 </td><td>2,195,564.36 6</td><td>679,810.77 </td><td> sFT </td><td>0.99991636</td><td> +0 ' 15 46.1"</td></tr><tr><td>UTM 10 </td><td>4,338,845.779 </td><td>622,361.048</td><td> MT </td><td>0.99978435</td><td> +0 ' 53 43.5"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000045 x 0.99991636 = 0.99991681 <br> <b>UTM 10 </b> 1.00000045 x 0.99978435 = 0.99978480 <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> WOODRUFF </td><td>005° 19' 47.7"</td></tr><tr><td>UTM 10 </td><td> WOODRUFF </td><td>004° 41' 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>KS1801</td><td>WOODRUFF </td><td>APPROX. 3.3 KM</td><td>005° 35' 33.8"</td></tr><tr><td>DB7238</td><td>ELLIS RM 1 </td><td> 2.275 METERS</td><td>091° 58' </td></tr><tr><td>DB7239</td><td>ELLIS RM 2 </td><td> 6.202 METERS</td><td>187° 09' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 11 24.90100(N) 121 34 59.32378(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 11 25.29161(N) 121 34 55.44687(W) AD( ) 2 <br> NGVD 29 (07/19/86) 25.4 (m) 83. (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: 10SFJ2236138846(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN <br>WITH SETTING: PAVEMENT <br> </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 (DRG) THE STATION IS LOCATED IN A TURNOUT ON A LEVEE NEAR THE WESTERN PACIFIC RAILROAD ABOUT 3.0 MILES NORTH OF MARYSVILLE. <p>TO REACH THE STATION FROM THE INTERSECTION OF 12TH STREET AND B STREET, (JUNCTION OF STATE HIGHWAY ROUTES 70 AND 20) IN MARYSVILLE, GO NORTH ON ROUTE 70 TOWARD OROVILLE 3.6 MILES TO THE INTERSECTION OF ROUTE 70 AND ELLIS ROAD, TURN RIGHT ON ELLIS ROAD AND GO EAST 0.7 MILE TO WESTERN PACIFIC RAILROAD AND LEVEE ROAD, TURN RIGHT ON LEVEE ROAD AND GO SOUTH 0.6 MILE TO TURNOUT AND STATION ON LEFT. <p>STATION MARK IS DIVISION OF HIGHWAYS BRASS DISK STAMPED ELLIS 1972 SET IN THE TOP OF A 14 INCH DIAMETER MASS OF CONCRETE AND FLUSH WITH GROUND SURFACE. IT IS 43.8 FEET EAST OF EAST RAIL OF W.P.R.R. AND 12.5 FEET EAST OF CENTER LINE OF LEVEE ROAD. <p>AN UNDERGROUND MARK, IDENTICAL TO SURFACE MARK, WAS SET IN 6 INCHES OF CONCRETE, 3.5 FEET BELOW THE SURFACE. <p>REFERENCE MARK NO. 1 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED ELLIS R M NO. 1 1972 SET IN THE TOP OF A 12 INCH DIAMETER MASS OF CONCRETE AND BURIED 2 INCHES BELOW GROUND SURFACE, 0.5 FOOT LOWER THAN STATION. IT IS 51.0 FEET EAST OF EAST RAIL OF W.P.R.R. AND 19.7 FEET EAST OF CENTER LINE OF LEVEE. <p>REFERENCE MARK NO. 2 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED ELLIS RM NO. 2 1972 SET IN THE TOP OF A 13 INCH DIAMETER MASS OF CONCRETE AND FLUSH WITH GROUND SURFACE, SAME ELEVATION AS STATION. IT IS 43.0 FEET EAST OF EAST RAIL OF W.P.R.R. AND 11.7 FEET EAST OF CENTER LINE OF LEVEE. <p>NOTE--NO AZIMUTH MARK SET. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.54 METERS. KS0879F 1103http://www.geocaching.com/mark/details.asp?PID=KS0879F 1103GeocacheGeocacheF 1103CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>F 1103</h1> <b> PID </b> KS0879 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 23 12. (N) 121 05 15. (W) SCALED <br> <b> NAVD 88 </b> 437.991 (meters) 1436.98 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.71 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 437.688 (meters) 1435.98 (feet) COMP <br> <b> MODELED GRAV</b> 979,922.7 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 691,330. </td><td> 2,078,610. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 437.207 (m) 1434.40 (f) ADJUSTED 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: 10SFJ647614(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: OUTCROP <br>STAMPING: F 1103 1960 <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 - March 11, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1960 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20040311</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1960 3.4 MI N FROM NORTH SAN JUAN. 2.8 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE POST OFFICE AT NORTH SAN JUAN, THENCE 0.65 MILE SOUTHWEST ALONG AN ASPHALT ROAD, 43 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF A SHORT DIRT ROAD LEADING SOUTH AND EAST TO A CAMPGROUND ON THE EDGE OF MIDDLE YUBA RIVER, IN TOP OF A 3-BY 5-FOOT ROCK OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND, 19 FEET NORTH OF THE CENTER LINE OF THE ROAD, AT THE WEST END OF A CURVE, 5 FEET EAST OF A 12-INCH TREE WHICH HANGS OVER THE ROAD, AND ABOUT 3 FEET HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS0690F 1104http://www.geocaching.com/mark/details.asp?PID=KS0690F 1104GeocacheGeocacheF 1104CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>F 1104</h1> <b> PID </b> KS0690 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CLIPPER MILLS (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 32 59. (N) 121 07 47. (W) SCALED <br> <b> NAVD 88 </b> 1133.773 (meters) 3719.72 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.15 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 1132.913 (meters) 3716.90 (feet) COMP <br> <b> MODELED GRAV</b> 979,828.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 709,390. </td><td> 2,074,800. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1132.926 (m) 3716.94 (f) ADJUSTED 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: 10SFJ606794(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 1104 1960 <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>1960 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1960 8.5 MI NE FROM CHALLENGE. 0.1 MILE NORTHEAST ALONG AN ASPHALT ROAD FROM THE YUBA FEATHER UNION ELEMENTARY SCHOOL AT CHALLENGE, THENCE 8.4 MILES NORTHEAST ALONG AN ASPHALT ROAD, AT THE JUNCTION OF A DRIVEWAY LEADING SOUTHEAST TO A HOUSE, 69 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 28 FEET NORTHEAST OF THE CENTER LINE OF THE DRIVEWAY, 2.2 FEET NORTHEAST OF THE NORTH CORNER OF A WOODEN GARAGE, 1.5 FEET SOUTHEAST OF A WITNESS POST, ABOUT 1/2 FOOT LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. KS0813F 213http://www.geocaching.com/mark/details.asp?PID=KS0813F 213GeocacheGeocacheF 213CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>F 213</h1> <b> PID </b> KS0813 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 25 06. (N) 121 04 28. (W) SCALED <br> <b> NAVD 88 </b> 582.429 (meters) 1910.85 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.54 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 582.028 (meters) 1909.54 (feet) COMP <br> <b> MODELED GRAV</b> 979,920.1 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 694,850. </td><td> 2,079,700. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 581.641 (m) 1908.27 (f) ADJUSTED 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: 10SFJ657649(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 213 1934 <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>1934 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>19890331</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1934 3.8 MI S FROM CAMPTONVILLE. 3.8 MILES SOUTH ALONG STATE HIGHWAY 49 FROM CAMPTONVILLE, YUBA COUNTY, ON THE OUTSIDE OF A SHARP U-TURN, 25 FEET WEST OF A 36-INCH PINE TREE, 23 FEET NORTH OF A 30-INCH TWIN PINE TREE, AND 23 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY. A STANDARD DISK, STAMPED F 213 1934 AND SET IN THE TOP OF A CONCRETE POST. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1989 (NJS) MARK NOT FOUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS0919F 845http://www.geocaching.com/mark/details.asp?PID=KS0919F 845GeocacheGeocacheF 845CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>F 845</h1> <b> PID </b> KS0919 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> YUBA CITY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 27. (N) 121 35 26. (W) SCALED <br> <b> NAVD 88 </b> 26.366 (meters) 86.50 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.11 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 26.350 (meters) 86.45 (feet) COMP <br> <b> MODELED GRAV</b> 980,030.8 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 665,570. </td><td> 2,035,390. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 25.672 (m) 84.23 (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: 10SFJ217352(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: WIER <br>STAMPING: F 845 1948 <br>MARK LOGO: CGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 11, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1948 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>19880808</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040311</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1948 1.2 MI NW FROM MARYSVILLE. ABOUT 1.15 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT MARYSVILLE, 56 FEET NORTHWEST OF THE NORTHWEST CORNER OF BINNEY JUNCTION TOWER, 22 FEET NORTH OF THE NORTH RAIL OF THE WESTERN PACIFIC RAILROAD, 8.5 FEET EAST OF THE EAST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 4.5 FEET ABOVE THE LEVEL OF THE RAILROAD, AND SET IN THE TOP OF A CONCRETE WIER AT THE CROSSING OF THE EAST LEVEE OF FEATHER RIVER. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. DELETE--56 FEET NORTHWEST OF THE NORTHWEST CORNER OF BINNEY JUNCTION TOWER. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS0776F 851http://www.geocaching.com/mark/details.asp?PID=KS0776F 851GeocacheGeocacheF 851CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>F 851</h1> <b> PID </b> KS0776 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> SMARTVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 12 08. (N) 121 17 19. (W) SCALED <br> <b> NAVD 88 </b> 243.39 (+/-2cm) 798.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.41 (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> 670,700. </td><td> 2,061,440. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 242.701 (m) 796.26 (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: 10SFJ477406(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 851 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>20040311</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 0.7 MI SE FROM SMARTVILLE. 0.7 MILE SOUTHEAST ALONG SMARTVILLE ROAD FROM THE POST OFFICE AT SMARTVILLE, AT THE INTERSECTION OF STATE HIGHWAY 20, 61 FEET NORTH OF THE INTERSECTION OF THE CENTER LINES, 39 FEET NORTHEAST OF THE CENTER LINE OF A DRIVEWAY TO THE STATE DIVISION OF FORESTRY FIRE STATION, 22 FEET NORTHEAST OF A FENCE CORNER, 2 FEET SOUTHEAST OF A FENCE, 2 FEET NORTHEAST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS0787F 854http://www.geocaching.com/mark/details.asp?PID=KS0787F 854GeocacheGeocacheF 854CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>F 854</h1> <b> PID </b> KS0787 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMP FAR WEST (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 06 02. (N) 121 18 12. (W) SCALED <br> <b> NAVD 88 </b> 122.06 (+/-2cm) 400.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.17 (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> 659,400. </td><td> 2,060,260. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 121.381 (m) 398.23 (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: 10SFJ467293(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 854 1949 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - February 28, 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>20040228</td><td>GOOD </td><td>ORBITE</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 8.9 MI S FROM SMARTVILLE. 0.7 MILE SOUTHEAST ALONG SMARTVILLE ROAD FROM THE POST OFFICE AT SMARTVILLE, THENCE 5.5 MILES SOUTH ALONG THE WHEATLAND ROAD, THENCE 2.7 MILES SOUTH ALONG AN ABANDONED COUNTY ROAD, 0.5 MILE SOUTH OF THE INTERSECTION OF THE SPENCEVILLE ROAD, 0.1 MILE NORTHWEST OF A 10-FOOT WOODEN CULVERT, ON THE OUTSIDE OF A CURVE, 68 FEET SOUTHWEST OF A 36-INCH OAK TREE AT A FENCE CORNER, 52 FEET WEST OF THE APPROXIMATE CENTER OF A CURVE, 41 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 9 FEET EAST OF A 36-INCH OAK TREE, 1.7 FEET EAST OF A WITNESS POST, ABOUT 4 FEET HIGHER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY ORBITECH INC 2004 (SHG) MONUMENT APPEARS TO BE SOLIDLY SET, HOWEVER, IT IS PROJECTING 1.0 FEET ABOVE GROUND NOW RATHER THAN THE 0.4 FEET REPORTED IN 1949. KS1780FLANLYhttp://www.geocaching.com/mark/details.asp?PID=KS1780FLANLYGeocacheGeocacheFLANLYCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>FLANLY</h1> <b> PID </b> KS1780 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> OREGON HOUSE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 20 59.81003(N) 121 17 47.87677(W) ADJUSTED <br> <b> NAVD 88 </b> 638.8 (meters) 2096. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 12.53 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -26.72 (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> 687,089.160 2</td><td>060,623.797</td><td> MT </td><td>0.99992536</td><td> +0 ' 26 36.4"</td></tr><tr><td>SPC CA 2 </td><td>2,254,225.02 6</td><td>760,563.24 </td><td> sFT </td><td>0.99992536</td><td> +0 ' 26 36.4"</td></tr><tr><td>UTM 10 </td><td>4,356,995.334 </td><td>646,772.555</td><td> MT </td><td>0.99986524</td><td> +1 ' 04 48.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99990398 x 0.99992536 = 0.99982934 <br> <b>UTM 10 </b> 0.99990398 x 0.99986524 = 0.99976923 <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> FLANLY AZ MK </td><td>322° 05' 27.6"</td></tr><tr><td>UTM 10 </td><td> FLANLY AZ MK </td><td>321° 27' 15.2"</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>DB7288</td><td>FLANLY RM 1 </td><td> 6.955 METERS</td><td>095° 58' </td></tr><tr><td>DB7289</td><td>FLANLY RM 2 </td><td> 4.350 METERS</td><td>240° 12' </td></tr><tr><td>DB7287</td><td>FLANLY AZ MK </td><td> </td><td>322° 32' 04.0"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 20 59.80085(N) 121 17 47.86892(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 39 21 00.20100(N) 121 17 43.99900(W) AD( ) 1 <br> NGVD 29 (07/19/86) 638.1 (m) 2093. (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: 10SFJ4677356995(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <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>1939 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1946 </td><td>SEE DESCRIPTION </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) ABOUT 18 MILES (AIRLINE) SOUTHEAST OF OROVILLE, AND ABOUT 9 MILES NORTHEAST OF BROWNS VALLEY ON THE SUMMIT OF FLANLY PEAK. <p>REACHED FROM THE BANK OF AMERICA IN OROVILLE BY GOING NORTHEASTERLY 0.35 MILE ON STATE HIGHWAY 24 TO BRIDGE STREET (T-INTERSECTION), TURN RIGHT AND FOLLOW MAIN-TRAVELED HIGHWAY STRAIGHT AHEAD 0.9 MILES TO FORK, PASSING HIGH SCHOOL ON LEFT, TAKE RIGHT FORK 0.9 MILE, TAKE RIGHT FORK 2.75 MILES, TAKE LEFT FORK 0.15 MILE, TAKE RIGHT FORK 2.9 MILES TO CROSSROADS, CONTINUE STRAIGHT AHEAD (SOUTH) ON OILED ROAD 6.8 MILES TO MAIN INTERSECTION IN BANGOR, CONTINUE SOUTH ON ROAD TOWARDS DOBBINS 2.5 MILES TO BRIDGE AND YUBA COUNTY LINE AND ALSO BEGINNING OF DIRT ROAD, FOLLOW DIRT ROAD 0.2 MILE TO FORK, TAKE RIGHT FORK 2.7 MILES TO T-ROAD (SIGN BANGOR 6 - DOBBINS 12 - ETC.), TURN LEFT AND GO 1.45 MILES TO INTERSECTION WITH MAIN-TRAVELED OILED ROAD, TURN SHARP LEFT ONTO OILED ROAD AND GO 1.45 MILES TO T-ROAD AT STANFIELD HILL (SIGN CHALLENGE 14 - LAPORTE 37, WITH SMALL STORE AT LEFT), CONTINUE STRAIGHT AHEAD (EAST) 2.5 MILES TO WIRE LET-DOWN GATE ON RIGHT AT OAK TREE WITH TRIANGLE BLAZE, TURN RIGHT THROUGH GATE AND FOLLOW TRACK ROAD UP HILL 0.3 MILE TO END OF TRUCK TRAVEL IN SMALL CLEARING. STATION IS NOT VISIBLE FROM HERE. PACK SOUTH ALONG COWPATHS, KEEPING ON WEST SIDE OF WASH, ABOUT 0.25 MILES TO OLD WIRE FENCE. TO REACH THE AZIMUTH MARK FROM THIS POINT, TURN RIGHT (WEST) AND GO ALONG FENCE ABOUT 200 YARDS. THE MARK IS SET IN LEDGE ROCK 100 YARDS SOUTH OF FENCE AND ABOUT 200 YARDS NORTHEAST OF FIRST HILLTOP NORTH OF WASH, TURN LEFT AND GO TO TOP OF PEAK AND STATION ABOUT 20 MINUTES. <p>SURFACE, REFERENCE MARK NO. 1 AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET AS DESCRIBED IN NOTES 2A, 12A AND 12A, RESPECTIVELY. <p>REFERENCE MARK NO. 2 IS A CROSS CHISELED IN OUTCROPPING BEDROCK. <p> <h2>STATION RECOVERY (1946) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (JAM) ALL MARKS RECOVERED IN GOOD CONDITION, EXCEPT AZIMUTH MARK WHICH WAS NOT VISITED. <p>THE STORE ON THE LEFT AT ROAD JUNCTION HAS RECENTLY BURNED DOWN. <p>THE MAIN ROAD HAS BEEN REALIGNED IN THE VICINITY OF THE STATION AND ONE MUST NOW GO THROUGH A WIRE DROP GATE ACROSS THE OLD PAVING ABOUT 0.5 MILE BEFORE LEAVING PAVED ROAD. A JEEP CAN BE DRIVEN TO SUMMIT. <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 STANDARD DISK WAS SET IN A DRILL HOLE AT THE INTERSECTION OF THE CROSS CHISELED IN BED ROCK FOR REFERENCE MARK NUMBER 2. A COMPLETE DESCRIPTION FOLLOWS. <p>THE STATION IS LOCATED ON THE SUMMIT OF FLANLY PEAK. IT IS ABOUT 18 MILES AIRLINE SOUTHEAST OF OROVILLE, AND ABOUT 9 MILES AIRLINE NORTHEAST OF BROWNS VALLEY. <p>THE STATION IS ON THE HIGHEST POINT OF THE PEAK. IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT 2 FEET ABOVE THE GROUND. THE DISK IS STAMPED--FLANLY 1939. <p>REFERENCE MARK NUMBER ONE IS ABOUT 18 INCHES LOWER THAN THE STATION. IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS 1 FOOT ABOVE THE GROUND. THE DISK IS STAMPED--FLANLY NO 1 1939. <p>REFERENCE MARK NUMBER TWO IS ABOUT THE SAME ELEVATION AS THE STATION. IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS ABOUT 30 INCHES ABOVE THE GROUND. THE DISK IS STAMPED--FLANLY NO 2 1939. <p>THE AZIMUTH MARK IS 50 FEET SOUTH OF A TRIANGULAR BLAZED OAK SNAG, 5 FEET NORTHEAST OF A 4-FOOT CAIRN, AND ABOUT 100 YARDS SOUTH OF AN OLD FENCELINE. IT IS ON THE EAST SLOPE OF THE FIRST HILL THAT LIES NORTHWEST OF THE STATION. IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS 2 FEET ABOVE THE GROUND. THE DISK IS STAMPED--FLANLY 1939. <p>TO REACH THE AZIMUTH MARK FROM THE STATION PACK NORTHWEST FOR ABOUT 0.5 MILE TO THE EAST SLOPE OF THE FIRST HILL AND THE MARK AS DESCRIBED. <p>TO REACH THE STATION FROM THE POST OFFICE IN ROUGH AND READY GO WESTERLY ON STATE HIGHWAY 20 FOR 18.2 MILES TO A PAVED ROAD TO THE RIGHT. TURN RIGHT AS PER SIGN BROWNS VALLEY 2 AND FOLLOW THE MAIN TRAVELED ROAD, KEEPING ALL RIGHT FORKS, FOR 10.2 MILES TO A Y FORK. KEEP THE RIGHT FORK AS PER SIGN DOBBINS AND GO EASTERLY FOR 2.6 MILES TO A PAVED REVERSE Y AND A GATE ACROSS THE OLD ROAD. FROM THIS POINT PACK SOUTHERLY, CROSS COUNTRY, TO THE HIGHEST POINT OF FLANLY PEAK AND THE STATION AS DESCRIBED. NOTE--THE PACK WILL REQUIRE ABOUT 1/2 HOUR. KS1636FORKhttp://www.geocaching.com/mark/details.asp?PID=KS1636FORKGeocacheGeocacheFORKCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>FORK</h1> <b> PID </b> KS1636 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 24 48.57183(N) 121 04 56.26839(W) ADJUSTED <br> <b> NAVD 88 </b> 643.2 (meters) 2110. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 8.16 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.59 (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> 694,307.995 2</td><td>079,025.764</td><td> MT </td><td>0.99993110</td><td> +0 ' 34 42.9"</td></tr><tr><td>SPC CA 2 </td><td>2,277,908.81 6</td><td>820,937.03 </td><td> sFT </td><td>0.99993110</td><td> +0 ' 34 42.9"</td></tr><tr><td>UTM 10 </td><td>4,364,418.412 </td><td>665,092.481</td><td> MT </td><td>0.99993559</td><td> +1 ' 13 04.3"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99990312 x 0.99993110 = 0.99983422 <br> <b>UTM 10 </b> 0.99990312 x 0.99993559 = 0.99983871 <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> LOHMAN </td><td>068° 54' 29.1"</td></tr><tr><td>UTM 10 </td><td> LOHMAN </td><td>068° 16' 07.7"</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>KS1614</td><td>LOHMAN </td><td>APPROX. 4.7 KM</td><td>069° 29' 12.0"</td></tr><tr><td>DB7297</td><td>FORK RM 1 </td><td> 9.940 METERS</td><td>083° 04' </td></tr><tr><td>DB7298</td><td>FORK RM 2 </td><td> 14.113 METERS</td><td>178° 03' </td></tr><tr><td>DB7519</td><td>PICTURE POINT </td><td> </td><td>265° 21' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 24 48.56353(N) 121 04 56.25937(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 24 48.95400(N) 121 04 52.42500(W) AD( ) 2 <br> NGVD 29 (07/19/86) 642.4 (m) 2108. (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: 10SFJ6509264418(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>1956 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NES) THE STATION IS LOCATED IN THE TAHOE NATIONAL FOREST, ABOUT 3-1/2 MILES NORTH-NORTHEAST OF NORTH SAN JUAN, AND ABOUT 1-1/4 MILES NORTH OF THE MIDDLE YUBA RIVER. IT IS ON THE SUMMIT OF A LOW BRUSHY HILL. <p>TO REACH FROM NORTH SAN JUAN, GO NORTH ON STATE HIGHWAY 49 FOR 4.5 MILES TO A GRADED SIDE ROAD LEFT AT THE NORTH END OF A HIGH GRANITE CUT BANK (SIGN CROTHER ROAD TOLL ROAD 1). TURN LEFT (WEST) UP HILL AND GO 0.5 MILE TO A FORK. KEEP RIGHT (WEST) AND GO 0.3 MILE TO A FORK AND STATION. <p>THE STATION MARK, STAMPED FORK L.B.L. 1953, IS A BRONZE U.S. FOREST SERVICE DISK SET IN A SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND. IT IS 52 FEET SOUTH OF A TRIANGLE-BLAZED PINE TREE, 24 FEET SOUTH OF THE CENTER OF THE ROAD FORK, AND 12 FEET WEST OF THE ROAD WHICH RUNS SOUTH FROM THE ROAD FORK. <p>REFERENCE MARK NO. 1, STAMPED FORK NO 1 L.B.L. 1956, IS A STANDARD BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH. IT IS 15 FEET EAST OF THE ROAD WHICH RUNS SOUTH FROM THE FORK. <p>REFERENCE MARK NO. 2, STAMPED FORK NO 2 L.B.L. 1956, IS A STANDARD BRONZE DISK SET IN A SQUARE CONCRETE POST WHICH PROJECTS ABOUT 1 INCH. IT IS 10 FEET EAST OF THE ROAD WHICH RUNS SOUTH FROM THE FORK. KS0871G 1103http://www.geocaching.com/mark/details.asp?PID=KS0871G 1103GeocacheGeocacheG 1103CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>G 1103</h1> <b> PID </b> KS0871 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CHALLENGE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 24 27. (N) 121 08 32. (W) SCALED <br> <b> NAVD 88 </b> 549.661 (meters) 1803.35 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.80 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 549.289 (meters) 1802.13 (feet) COMP <br> <b> MODELED GRAV</b> 979,933.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 693,590. </td><td> 2,073,870. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 548.889 (m) 1800.81 (f) ADJUSTED 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: 10SFJ599636(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: OUTCROP <br>STAMPING: G 1103 1960 <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>1960 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>19891103</td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1960 9.4 MI NW FROM NORTH SAN JUAN. 2.8 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE POST OFFICE AT NORTH SAN JUAN, THENCE 6.65 MILES NORTHWEST ALONG AN ASPHALT ROAD, AT THE WEST END OF A SWITCHBACK CURVE, SET VERTICALLY IN THE SOUTH FACE OF A ROCK OUTCROP WHICH PROJECTS ABOUT 14 FEET ABOVE THE ROAD, 13 FEET NORTH OF THE CENTER LINE OF THE ROAD, 48 FEET WEST OF THE CENTER OF A WASH, 43 FEET WEST OF THE CENTER OF THE NORTH END OF AN 18-INCH PIPE CULVERT, 27 FEET NORTHWEST OF THE CENTER OF A CURVE, AND ABOUT 3 FEET HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (1989) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1989 (NJS) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) BELIEVED UNDERWATER KS0691G 1104http://www.geocaching.com/mark/details.asp?PID=KS0691G 1104GeocacheGeocacheG 1104CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>G 1104</h1> <b> PID </b> KS0691 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> STRAWBERRY VALLEY (1994) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 33 31. (N) 121 07 21. (W) SCALED <br> <b> NAVD 88 </b> 1076.922 (meters) 3533.20 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.08 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 1076.103 (meters) 3530.51 (feet) COMP <br> <b> MODELED GRAV</b> 979,828.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 710,380. </td><td> 2,075,410. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1076.069 (m) 3530.40 (f) ADJUSTED 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: 10SFJ612804(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: G 1104 1960 <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>1960 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1960 9.3 MI NE FROM CHALLENGE. 0.1 MILE NORTHEAST ALONG AN ASPHALT ROAD FROM THE YUBA FEATHER UNION ELEMENTARY SCHOOL AT CHALLENGE, THENCE 9.2 MILES NORTHEAST ALONG AN ASPHALT ROAD, 85 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF A DIRT ROAD LEADING NORTHWEST TO LOST CREEK AND A DIRT ROAD SOUTHEAST, AT THE SOUTH CORNER OF THE INTERSECTION, 46 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD SOUTHEAST, 26.3 FEET NORTH-NORTHEAST OF THE NORTH CORNER OF GOLD CUP LODGE, 26 FEET SOUTH OF THE CENTER OF THE SOUTHEAST END OF AN 18-INCH PIPE CULVERT 12 FEET EAST-SOUTHEAST OF A POWER POLE, 1 FOOT SOUTHWEST OF TELEPHONE POLE 314, 1.8 FEET SOUTHEAST OF A WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. KS0814G 213http://www.geocaching.com/mark/details.asp?PID=KS0814G 213GeocacheGeocacheG 213CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>G 213</h1> <b> PID </b> KS0814 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 23 49. (N) 121 04 59. (W) SCALED <br> <b> NAVD 88 </b> 468.714 (meters) 1537.77 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.66 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 468.390 (meters) 1536.71 (feet) COMP <br> <b> MODELED GRAV</b> 979,922.5 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 692,470. </td><td> 2,078,980. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 467.927 (m) 1535.19 (f) ADJUSTED 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: 10SFJ650625(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: G 213 1934 <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>1934 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1987 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 3 MI N FROM NORTH SAN JUAN. 3.0 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE POST OFFICE AT NORTH SAN JUAN, 0.2 MILE NORTHWEST OF CONCRETE BRIDGE 17-09 OVER MIDDLE YUBA RIVER, IN R8E T18N S28, ON THE NORTH BANK OF A DRY WASH, 29 1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET NORTH OF THE APPROXIMATE CENTER OF THE WASH, 1.5 FEET EAST OF A WITNESS POST, ABOUT 6 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (CRF) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS0754G 380http://www.geocaching.com/mark/details.asp?PID=KS0754G 380GeocacheGeocacheG 380CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>G 380</h1> <b> PID </b> KS0754 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> WHEATLAND (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 00 18. (N) 121 24 53. (W) SCALED <br> <b> NAVD 88 </b> 25.90 (+/-2cm) 85.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.30 (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> 648,730. </td><td> 2,050,690. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 25.239 (m) 82.81 (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: 10SFJ372185(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: G 380 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>19880822</td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 0.7 MI SE FROM WHEATLAND. 0.7 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT WHEATLAND, 0.4 MILE NORTHWEST OF THE NORTHWEST END OF THE BRIDGE OVER BEAR RIVER, AT THE YUBA-PLACER COUNTY LINE, 45 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 99 E, 35.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 29 FEET NORTH OF THE COUNTY LINE SIGN, 1.4 FEET SOUTHEAST OF A WITNESS POST, ABOUT 10 FEET LOWER THAN THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS0934G 743http://www.geocaching.com/mark/details.asp?PID=KS0934G 743GeocacheGeocacheG 743CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>G 743</h1> <b> PID </b> KS0934 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> OLIVEHURST (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 05 49. (N) 121 33 58. (W) SCALED <br> <b> NAVD 88 </b> 18.882 (meters) 61.95 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.27 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 18.870 (meters) 61.91 (feet) COMP <br> <b> MODELED GRAV</b> 980,029.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>This mark is at Yuba County Airport (MYV) <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 658,860. </td><td> 2,037,530. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 18.186 (m) 59.67 (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: 10SFJ239285(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: G 743 1944 <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>1944 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1948 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1964 </td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>1987 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 3 MI S FROM MARYSVILLE. AT MARYSVILLE ARMY AIR FIELD, YUBA COUNTY, 10 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE HANGAR BEARING THE CONTROL TOWER, 1.5 FEET WEST OF THE WEST EDGE OF A WALK LEADING TO THE CONTROL-TOWER STAIRS, 1 FOOT SOUTH OF THE SOUTH EDGE OF A PAVED WALK ALONG THE NORTH SIDE OF THE HANGAR, AND 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST. <p> <h2>STATION RECOVERY (1964) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964 MARK NOT FOUND. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (DME) MARK NOT FOUND. KS0918G 845http://www.geocaching.com/mark/details.asp?PID=KS0918G 845GeocacheGeocacheG 845CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>G 845</h1> <b> PID </b> KS0918 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> YUBA CITY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 49. (N) 121 36 43. (W) SCALED <br> <b> NAVD 88 </b> 24.349 (meters) 79.89 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.12 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 24.334 (meters) 79.84 (feet) COMP <br> <b> MODELED GRAV</b> 980,033.3 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 666,240. </td><td> 2,033,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 23.654 (m) 77.60 (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: 10SFJ199358(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: G 845 1948 <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>1948 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1948 2.4 MI NW FROM MARYSVILLE. ABOUT 2.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT MARYSVILLE, 10 FEET WEST OF THE WEST RAIL OF THE RAILROAD, 2 FEET NORTHEAST OF THE CENTER OF THE V POINT OF THE WEST END OF THE SOUTH PIER, AND SET IN THE TOP OF THE WEST END OF THE FIRST PIER ON THE SOUTH SIDE OF THE FEATHER RIVER WHERE THE WOODEN TRESTLE JOINS STEEL RAILROAD BRIDGE 144.11. KS0777G 851http://www.geocaching.com/mark/details.asp?PID=KS0777G 851GeocacheGeocacheG 851CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>G 851</h1> <b> PID </b> KS0777 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> SMARTVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 11 51. (N) 121 17 45. (W) SCALED <br> <b> NAVD 88 </b> 250.83 (+/-2cm) 822.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.49 (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> 670,170. </td><td> 2,060,820. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 250.142 (m) 820.67 (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: 10SFJ471400(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: G 851 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>20040311</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 1.3 MI SE FROM SMARTVILLE. 0.7 MILE SOUTHEAST ALONG SMARTVILLE ROAD FROM THE POST OFFICE AT SMARTVILLE, THENCE 0.6 MILE SOUTH ALONG THE WHEATLAND ROAD, 112 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 25 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CEMETERY, 8 FEET SOUTHEAST OF A 12-INCH OAK TREE, 3 FEET EAST OF A FENCE, 1.5 FEET NORTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS0789G 854http://www.geocaching.com/mark/details.asp?PID=KS0789G 854GeocacheGeocacheG 854CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>G 854</h1> <b> PID </b> KS0789 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMP FAR WEST (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 04 31. (N) 121 17 47. (W) SCALED <br> <b> NAVD 88 </b> 103.70 (+/-2cm) 340.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.29 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 656,600. </td><td> 2,060,880. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 103.016 (m) 337.98 (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: 10SFJ473265(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: G 854 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>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 10.9 MI S FROM SMARTVILLE. 0.7 MILE SOUTHEAST ALONG SMARTVILLE ROAD FROM THE POST OFFICE AT SMARTVILLE, THENCE 5.5 MILES SOUTH ALONG THE WHEATLAND ROAD, THENCE 4.7 MILES SOUTH ALONG AN ABANDONED COUNTY ROAD, 1.2 MILES NORTH OF THE JUNCTION OF THE CAMP BEALE ROAD, ABOUT 116 YARDS SOUTHEAST OF THE APPROXIMATE CENTER OF A CURVE, ABOUT 96 YARDS NORTHWEST OF A CULVERT, 104 FEET NORTHEAST OF A SMALL CREEK, 86 1/2 FEET EAST OF A 36-INCH OAK TREE, 28 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 2 FEET LOWER THAN THE ROAD, 1.8 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS0877G 919http://www.geocaching.com/mark/details.asp?PID=KS0877G 919GeocacheGeocacheG 919CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>G 919</h1> <b> PID </b> KS0877 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 23 48. (N) 121 05 52. (W) SCALED <br> <b> NAVD 88 </b> 538.830 (meters) 1767.81 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -25.72 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 538.460 (meters) 1766.60 (feet) COMP <br> <b> MODELED GRAV</b> 979,924.6 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 692,430. </td><td> 2,077,710. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 538.048 (m) 1765.25 (f) ADJUSTED 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: 10SFJ637625(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: G 919 1957 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1957 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1960 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19870118</td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040311</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1960 4.6 MI N FROM NORTH SAN JUAN. 2.8 MILES NORTH ALONG STATE HIGHWAY 49 FROM THE POST OFFICE AT NORTH SAN JUAN, THENCE 1.8 MILES NORTHWEST ALONG AN ASPHALT ROAD, 0.1 MILE NORTHWEST OF THE CROSSING OF LITTLE WILLOW CREEK, AT THE Y JUNCTION OF A GRAVEL ROAD LEADING SOUTH TO A HOUSE, 110 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 115 FEET SOUTH OF THE CENTER OF THE SOUTHWEST END OF AN 18-INCH PIPE CULVERT, 13 FEET NORTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD, 4 1/2 FEET NORTHWEST OF THE NORTHWEST END OF A GATE, 0.6 FOOT NORTHEAST OF A FENCE, 1.6 FEET SOUTHEAST OF A WITNESS POST, ABOUT 6 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (JY) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS1773GAMAZhttp://www.geocaching.com/mark/details.asp?PID=KS1773GAMAZGeocacheGeocacheGAMAZCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>GAMAZ</h1> <b> PID </b> KS1773 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> BROWNS VALLEY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 08 25.78816(N) 121 24 53.12429(W) ADJUSTED <br> <b> NAVD 88 </b> 61. (meters) 200. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 9.25 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -28.58 (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> 663,766.109 2</td><td>050,592.461</td><td> MT </td><td>0.99991515</td><td> +0 ' 22 08.3"</td></tr><tr><td>SPC CA 2 </td><td>2,177,705.98 6</td><td>727,652.10 </td><td> sFT </td><td>0.99991515</td><td> +0 ' 22 08.3"</td></tr><tr><td>UTM 10 </td><td>4,333,564.338 </td><td>637,000.700</td><td> MT </td><td>0.99983111</td><td> +1 ' 00 02.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99999496 x 0.99991515 = 0.99991011 <br> <b>UTM 10 </b> 0.99999496 x 0.99983111 = 0.99982608 <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 BEACON BEALE AFB </td><td>284° 52' 47.8"</td></tr><tr><td>UTM 10 </td><td> AIRPORT BEACON BEALE AFB </td><td>284° 14' 53.2"</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>KS1779</td><td>HIGH PLATEAU PTT MICROWAVE TWR </td><td>APPROX.18.6 KM</td><td>035° 24' 48.8"</td></tr><tr><td>DB7324</td><td>GAMAZ RM 1 </td><td> 10.892 METERS</td><td>159° 12' </td></tr><tr><td>DB6238</td><td>131 4 SACTO DIST </td><td> </td><td>225° 31' 28.0"</td></tr><tr><td>DB7325</td><td>GAMAZ RM 2 </td><td> 10.845 METERS</td><td>260° 12' </td></tr><tr><td>KS1770</td><td>AIRPORT BEACON BEALE AFB </td><td>APPROX. 0.7 KM</td><td>285° 14' 56.1"</td></tr><tr><td>KS1766</td><td>BEALE AFB CONTROL TOWER </td><td>APPROX. 1.5 KM</td><td>289° 39' 34.8"</td></tr><tr><td>KS1771</td><td>BEALE AFB PARACHUTE RIGGING TR </td><td>APPROX. 1.8 KM</td><td>304° 45' 45.8"</td></tr><tr><td>KS1767</td><td>BEALE AFB WATER TANK </td><td>APPROX. 1.3 KM</td><td>310° 39' 44.6"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 08 25.77911(N) 121 24 53.11723(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 08 26.16530(N) 121 24 49.25330(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: 10SFJ3700133564(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>1961 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1987 </td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC) THE STATION IS ON A GRASSY KNOLL, NEAR THE NORTHWEST CORNER OF BEALE AIR FORCE BASE. <p>TO REACH FROM THE JUNCTION OF 6TH STREET AND J STREET ON BEALE AIR FORCE BASE, GO NORTH ON J STREET FOR 1.9 MILES TO THE END OF J STREET AND THE JUNCTION WITH DOOLITTLE DRIVE, CONTINUE NORTHERLY ON DOOLITTLE DRIVE FOR 0.2 MILE TO A SIDE ROAD RIGHT, TURN RIGHT, EAST FOR 0.15 MILE TO A DIRT ROAD LEFT WHERE THE MACADAM ROAD TURNS RIGHT, TURN LEFT, NORTHERLY FOR 0.5 MILE TO A FENCE CORNER AND THE JUNCTION WITH LAZY LANE (DIRT ROAD), CONTINUE NORTHERLY, CROSSING LAZY LANE FOR 0.25 MILE TO THE HIGHEST POINT OF HILL AND STATION. TO REACH THE AZIMUTH MARK FROM THE STATION GO SOUTHWEST ACROSS COUNTRY FOR 0.15 MILE TO THE AZIMUTH MARK. <p>STATION MARKS ARE STANDARD DISKS, STAMPED GAMAZ 1961. THE SURFACE DISK IS SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 8 INCHES. IT IS 77.5 FEET WEST OF A NORTH AND SOUTH FENCE, 55 FEET WEST OF A TRACK ROAD AND 5 FEET WEST OF A METAL WITNESS SIGN POST. THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS OF CONCRETE 20 INCHES BELOW THE SURFACE OF THE GROUND. <p>REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GAMAZ NO 1 1961, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES. IT IS 63.5 FEET WEST OF THE FENCE AND 44.5 FEET WEST OF THE TRACK ROAD. <p>REFERENCE MARK 2 IS A STANDARD DISK, STAMPED GAMAZ NO 2 1961, SET IN THE TOP OF AN 11 INCH SQUARE CONCRETE POST PROJECTING 6 INCHES. IT IS 113 FEET WEST OF THE FENCE AND 90.5 FEET WEST OF THE TRACK ROAD. <p>AZIMUTH MARK IS A BRONZE DISK OF THE U.S. ARMY CORPS OF ENGINEERS, STAMPED 131-4 1956 SACTO DIST, SET IN THE TOP OF A CONCRETE POST 8 INCHES IN DIAMETER AT THE TOP AND ABOUT 12 INCHES AT THE BOTTOM AND PROJECTS 12 INCHES ABOVE THE GROUND. IT IS 107 FEET EAST OF A TRACK ROAD AND 3.7 FEET SOUTH-SOUTHEAST OF A 4 X 4 INCH WHITE WITNESS POST. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (RP) RECOVERED IN GOOD CONDITION. KS1772GAMPELhttp://www.geocaching.com/mark/details.asp?PID=KS1772GAMPELGeocacheGeocacheGAMPELCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>GAMPEL</h1> <b> PID </b> KS1772 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> BROWNS VALLEY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 09 12.03304(N) 121 25 53.24024(W) ADJUSTED <br> <b> NAVD 88 </b> 41. (meters) 135. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 8.92 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -28.59 (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> 665,182.915 2</td><td>049,139.993</td><td> MT </td><td>0.99991539</td><td> +0 ' 21 30.4"</td></tr><tr><td>SPC CA 2 </td><td>2,182,354.28 6</td><td>722,886.79 </td><td> sFT </td><td>0.99991539</td><td> +0 ' 21 30.4"</td></tr><tr><td>UTM 10 </td><td>4,334,964.917 </td><td>635,532.821</td><td> MT </td><td>0.99982618</td><td> +0 ' 59 25.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99999810 x 0.99991539 = 0.99991349 <br> <b>UTM 10 </b> 0.99999810 x 0.99982618 = 0.99982428 <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> GAMAZ </td><td>134° 17' 16.5"</td></tr><tr><td>UTM 10 </td><td> GAMAZ </td><td>133° 39' 21.0"</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>KS1779</td><td>HIGH PLATEAU PTT MICROWAVE TWR </td><td>APPROX.18.4 KM</td><td>041° 38' 54.3"</td></tr><tr><td>KS1773</td><td>GAMAZ </td><td>APPROX. 2.0 KM</td><td>134° 38' 46.9"</td></tr><tr><td>KS1767</td><td>BEALE AFB WATER TANK </td><td>APPROX. 0.7 KM</td><td>141° 40' 02.7"</td></tr><tr><td>KS1770</td><td>AIRPORT BEACON BEALE AFB </td><td>APPROX. 1.5 KM</td><td>147° 56' 38.7"</td></tr><tr><td>KS1766</td><td>BEALE AFB CONTROL TOWER </td><td>APPROX. 0.9 KM</td><td>175° 28' 10.5"</td></tr><tr><td>KS1771</td><td>BEALE AFB PARACHUTE RIGGING TR </td><td>405.955 METERS</td><td>183° 56' 46.0"</td></tr><tr><td>DB7326</td><td>GAMPEL RM 1 </td><td> 18.490 METERS</td><td>222° 45' </td></tr><tr><td>KS1775</td><td>STATION C 2 1961 </td><td>133.480 METERS</td><td>263° 27' </td></tr><tr><td>KS1777</td><td>TEMP POINT A </td><td>110.835 METERS</td><td>263° 27' </td></tr><tr><td>KS1776</td><td>TEMP POINT B </td><td> 58.400 METERS</td><td>349° 34' </td></tr><tr><td>DB7327</td><td>GAMPEL RM 2 </td><td> 19.484 METERS</td><td>358° 32' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 09 12.02444(N) 121 25 53.23311(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 09 12.41090(N) 121 25 49.36550(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: 10SFJ3553334965(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1961 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1975 </td><td>SEE DESCRIPTION </td><td>DMA</td></tr><tr><td>20040304</td><td>GOOD </td><td>ORBITE</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (JCC) THE STATION IS ABOUT 8-1/2 MILES EAST OF MARYSVILLE, NEAR THE EAST SIDE OF THE BEALE AIR FORCE BASE LANDING STRIP, ABOUT 1 MILE SOUTH OF THE NORTH GATE, 0.1 MILE WEST OF DOOLITTLE DRIVE, ABOUT 1/2 MILE NORTH OF THE CONTROL TOWER AND ABOUT 400 FEET EAST OF THE NORTH ONE OF THREE CONTIGUOUS BUILDINGS, ON A GRASSY KNOLL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY. <p>TO REACH THE STATION FROM THE INTERSECTION OF 6TH. AND J STREETS AT CAMP BEALE, GO NORTH ON J STREET FOR 1.8 MILES TO DOOLITTLE ROAD, CONTINUE STRAIGHT AHEAD NORTH-NORTHWEST ON DOOLITTLE ROAD FOR 1.15 MILES TO A GATE LEADING TO THE CONTROL TOWER ON THE LEFT. CONTINUE STRAIGHT AHEAD FOR 0.35 MILE TO A GATE AT CENTRAL SECURITY CONTROL ON THE LEFT (MAIN LANDING STRIP ENTRANCE). CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A LOCKED GATE AND THE ENTRANCE TO THE GAM BUILDINGS ON THE LEFT. TURN LEFT AND GO WEST FOR 0.1 MILE ON A DIRT ROAD, BEAR LEFT AND GO SOUTHWEST UP GRASSY KNOLL FOR 0.1 MILE TO THE HIGHEST POINT AND THE STATION. <p>THE STATION MARKS ARE STANDARD DISKS, STAMPED, GAMPEL 1961, SET IN THE TOP OF AN 11 BY 11 INCH CONCRETE POST PROJECTING 10 INCHES. IT IS 13 FEET SOUTH OF A LINE EXTENDED FROM THE GABLE OF THE CENTER GAM BUILDING AND 400 FEET EAST OF THE EAST END OF THE BUILDING. A FRAMEWORK CONSTRUCTED OF FOUR 4 BY 4 INCH POSTS AND 1 BY 4 INCH LUMBER WAS ERECTED OVER THE MARK. A METAL, WITNESS SIGNPOST WAS SET 2.3 FEET SOUTH OF THE MARK. THE UNDERGROUND MARK IS SET IN AN IRREGULAR MASS OF CONCRETE 32 INCHES BELOW THE GROUND SURFACE. <p>REFERENCE MARK 1 IS A STANDARD DISK, STAMPED GAMPEL NO 1 1961, SET IN THE TOP OF AN 11 BY 11 INCH CONCRETE POST PROJECTING 6 INCHES. IT IS 59.8 FEET SOUTHWEST OF THE WITNESS POST AND ABOUT 1 FOOT LOWER THAN THE STATION. <p>REFERENCE MARK 2 IS A STANDARD DISK, STAMPED, GAMPEL NO 2 1961, SET IN THE TOP OF AN 11 BY 11 INCH CONCRETE POST PROJECTING 8 INCHES. IT IS 66.1 FEET NORTH OF THE WITNESS POST AND 1 FOOT HIGHER THAN THE STATION. <p>STA C 2 1960 IS A BRASS PLATE ABOUT 10 INCHES LONG AND 2 INCHES WIDE EMBEDDED IN THE CONCRETE FLOOR OF THE NORTH ONE OF THE THREE BUILDINGS.* A SECOND ORDER TRAVERSE WAS MADE TO THIS MARK. THE PLATE IS STAMPED STA C 2 1960. <p>HEIGHT OF LIGHT ABOVE STATION MARK 8 METERS. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY DEFENSE MAP AGENCY 1975 (JLS) GAMPEL 1961-GOOD <p>R.M. 1 1961-GOOD <p>R.M. 2 1961-GOOD <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY ORBITECH INC 2004 (SHG) RECOVERED IN GOOD CONDITION. KS1723GRANDADhttp://www.geocaching.com/mark/details.asp?PID=KS1723GRANDADGeocacheGeocacheGRANDADCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>GRANDAD</h1> <b> PID </b> KS1723 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CHALLENGE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 23 24.97832(N) 121 08 01.73714(W) ADJUSTED <br> <b> NAVD 88 </b> 729.4 (meters) 2393. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 4.61 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.85 (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> 691,686.746 2</td><td>074,614.031</td><td> MT </td><td>0.99992886</td><td> +0 ' 32 46.0"</td></tr><tr><td>SPC CA 2 </td><td>2,269,308.93 6</td><td>806,462.87 </td><td> sFT </td><td>0.99992886</td><td> +0 ' 32 46.0"</td></tr><tr><td>UTM 10 </td><td>4,361,748.144 </td><td>660,710.263</td><td> MT </td><td>0.99991801</td><td> +1 ' 11 04.3"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99988964 x 0.99992886 = 0.99981851 <br> <b>UTM 10 </b> 0.99988964 x 0.99991801 = 0.99980766 <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> GOAT </td><td>149° 18' 13.6"</td></tr><tr><td>UTM 10 </td><td> GOAT </td><td>148° 39' 55.3"</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>KS1710</td><td>GOAT </td><td>APPROX. 3.9 KM</td><td>149° 50' 59.6"</td></tr><tr><td>DB7375</td><td>GRANDAD RM 1 </td><td> 12.633 METERS</td><td>164° 52' </td></tr><tr><td>DB7376</td><td>GRANDAD RM 2 </td><td> 10.839 METERS</td><td>226° 42' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 23 24.96940(N) 121 08 01.72879(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 23 25.36300(N) 121 07 57.88800(W) AD( ) 2 <br> NGVD 29 (07/19/86) 728.6 (m) 2390. (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: 10SFJ6071061748(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>1956 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (NES) THE STATION IS LOCATED IN THE TAHOE NATIONAL FOREST, ABOUT 2 MILES NORTHWEST OF NORTH SAN JUAN, AND ABOUT 1-1/2 MILES NORTH OF THE FORK OF THE NORTH YUBA RIVER WITH THE MIDDLE YUBA RIVER. IT IS ON THE SUMMIT OF A CONICAL HILL WHICH IS COVERED WITH TIMBER. <p>TO REACH FROM NORTH SAN JUAN, GO NORTH ON STATE HIGHWAY 49 FOR 6.4 MILES TO WILSONS LOG CABIN ON THE RIGHT AND A MACADAM SIDE ROAD LEFT. TURN LEFT (WEST) AND GO 3.0 MILES TO A FORK. KEEP LEFT (WEST) ON MACADAM ROAD AND GO 1.5 MILES TO A SIDE ROAD LEFT (MOONSHINE ROAD). CONTINUE STRAIGHT AHEAD (SOUTHWEST) AND GO 0.6 MILE TO A GRADED SIDE ROAD LEFT AT A VERY SHARP CURVE IN THE MAIN ROAD. BEAR LEFT (SOUTH) ON THE SIDE ROAD AND GO 0.1 MILE TO A FORK. KEEP RIGHT (SOUTH) AND GO 0.25 MILE TO A TRACK ROAD RIGHT LEADING UP HILL. TURN RIGHT (SOUTHWEST) AND GO 0.3 MILE TO STATION. <p>THE STATION MARK, STAMPED GRANDAD 1956, IS A STANDARD BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 4 INCHES. IT IS ON THE HIGHEST POINT OF THE HILL, NEAR THE CENTER OF A SMALL CLEARING. <p>REFERENCE MARK NO. 1, STAMPED GRANDAD NO 1 1956, IS A STANDARD BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES. <p>REFERENCE MARK NO. 2, STAMPED GRANDAD NO 2 1956, IS A STANDARD BRONZE DISK SET IN THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 2 INCHES. KS1618GRAVEShttp://www.geocaching.com/mark/details.asp?PID=KS1618GRAVESGeocacheGeocacheGRAVESCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>GRAVES</h1> <b> PID </b> KS1618 <br> <b> STATE/COUNTY</b> CA/YUBA <br> <b> USGS QUAD </b> CAMPTONVILLE (1995) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 24 21.12067(N) 121 03 35.49511(W) ADJUSTED <br> <b> NAVD 88 </b> 661.0 (meters) 2169. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 10.09 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.52 (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>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> 693,481.260 2</td><td>080,966.563</td><td> MT </td><td>0.99993034</td><td> +0 ' 35 33.8"</td></tr><tr><td>SPC CA 2 </td><td>2,275,196.43 6</td><td>827,304.47 </td><td> sFT </td><td>0.99993034</td><td> +0 ' 35 33.8"</td></tr><tr><td>UTM 10 </td><td>4,363,613.373 </td><td>667,042.399</td><td> MT </td><td>0.99994356</td><td> +1 ' 13 54.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99990031 x 0.99993034 = 0.99983066 <br> <b>UTM 10 </b> 0.99990031 x 0.99994356 = 0.99984388 <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> BEND </td><td>060° 36' 49.9"</td></tr><tr><td>UTM 10 </td><td> BEND </td><td>059° 58' 28.8"</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>KS1625</td><td>BEND </td><td>APPROX. 1.9 KM</td><td>061° 12' 23.7"</td></tr><tr><td>DB7402</td><td>GRAVES RM 1 </td><td> 6.831 METERS</td><td>062° 17' </td></tr><tr><td>DB7840</td><td>GRAVES RM 2 </td><td> 6.654 METERS</td><td>187° 52' </td></tr><tr><td>KS1620</td><td>T18N R8E SEC 26 NW COR </td><td> 84.994 METERS</td><td>258° 21' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 24 21.11232(N) 121 03 35.48588(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 39 24 21.50100(N) 1