Benchmark file generated by bmgpxbmgpx by Ron Parkerbmgpx@parkrrrr.comJS21951544 USEhttp://www.geocaching.com/mark/details.asp?PID=JS21951544 USEGeocacheGeocache1544 USEDODUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1544 USE</h1> <b> PID </b> JS2195 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> KNIGHTS LANDING (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 49 13. (N) 121 39 56. (W) SCALED <br> <b> NAVD 88 </b> 7.13 (+/-2cm) 23.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.11 (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The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value.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> 628,110. </td><td> 2,029,040. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 6.39 (m) 21.0 (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Superseded values are not recommended for survey control.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 See file dsdata.txt to determine how the superseded data were derived.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: 10SFH158976(NAD 83) <br>MARKER: B = BOLT <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 1544 24.04 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>DOD</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 3.3 MI NE FROM KNIGHTS LANDING. 2.5 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT KNIGHTS LANDING, THENCE 0.8 MILE WEST ALONG AN ABANDONED RAILROAD BED, 0.1 MILE WEST OF THE WEST LEVEE OF THE SUTTER BY-PASS, 80 FEET NORTH OF THE CENTER LINE OF THE DIRT ROAD ON THE OLD RAILROAD BED, 17 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD PARALLELING AN IRRIGATION CANAL, 1.8 FEET EAST OF A WITNESS POST, ON THE SOUTH BANK OF THE IRRIGATION CANAL, ABOUT 15 FEET LOWER THAN THE OLD RAILROAD BED, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.4 FOOT ABOVE THE GROUND. AI643434 HJHhttp://www.geocaching.com/mark/details.asp?PID=AI643434 HJHGeocacheGeocache34 HJHUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>34 HJH</h1> <b> PID </b> AI6434 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER BUTTES (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 11 08. (N) 121 48 43. (W) SCALED <br> <b> NAVD 88 </b> 111.691 (meters) 366.44 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.89 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 111.631 (meters) 366.24 (feet) COMP <br> <b> MODELED GRAV</b> 980,087.2 (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 July 2002. No vertical observational check was made to the station. <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> 668,620. </td><td> 2,016,250. </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: 10SFJ026380(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 34 HJH 1952 364 <br>MARK LOGO: USGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1952 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>20000330</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040303</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS) 0.4 KM (0.25 MI) EASTERLY ALONG NELSON STREET FROM THE POST OFFICE IN SUTTER, THENCE 1.5 KM (0.95 MI) NORTHERLY ALONG ACACIA AVENUE, THENCE 5.7 KM (3.55 MI) WESTERLY ALONG PASS ROAD, 10.1 M (33.1 FT) SOUTH OF THE ROAD CENTERLINE, 3.0 M (9.8 FT) ABOVE THE LEVEL OF THE ROAD, 0.4 M (1.3 FT) NORTH OF A FENCE, AND THE MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE. NOTE--THE MONUMENT IS ON THE ROAD RIGHT-OF-WAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. JS091550 B USGShttp://www.geocaching.com/mark/details.asp?PID=JS091550 B USGSGeocacheGeocache50 B USGSUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>50 B USGS</h1> <b> PID </b> JS0915 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> PLEASANT GROVE (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 52 17. (N) 121 29 17. (W) SCALED <br> <b> NAVD 88 </b> 16.264 (meters) 53.36 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -30.06 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 16.253 (meters) 53.32 (feet) COMP <br> <b> MODELED GRAV</b> 980,003.6 (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> 633,860. </td><td> 2,044,420. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 15.56 (m) 51.0 (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: 10SFJ311035(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: 50 B B <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1987 </td><td>POOR </td><td>USPSQD</td></tr><tr><td>20040303</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 4.4 MI NE FROM CATLETT. 2.7 MILES EAST ALONG CATLETT ROAD FROM THE SACRAMENTO NORTHERN RAILWAY CROSSING AT CATLETT, THENCE 1.7 MILES NORTH ALONG A COUNTY ROAD, 137 FEET EAST OF THE SOUTHEAST CORNER OF A FARMHOUSE, AT THE SOUTHEAST CORNER OF THE YARD, 44 FEET SOUTH OF A TELEPHONE POLE, 22 FEET WEST OF THE CENTER LINE OF THE ROAD, 22 FEET NORTH OF THE CENTER LINE OF A DIRT ROAD LEADING WEST, 4 1/2 FEET NORTHEAST OF A SMALL TREE, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.8 FEET ABOVE THE GROUND. NOTE-- THE DATE ON THIS MARK IS NOT LEGIBLE. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (CE) MARK RECOVERED IN POOR CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. AI642959.22http://www.geocaching.com/mark/details.asp?PID=AI642959.22GeocacheGeocache59.22USGSNONE Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>59.22</h1> <b> PID </b> AI6429 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 10 13. (N) 121 41 19. (W) SCALED <br> <b> NAVD 88 </b> 18.784 (meters) 61.63 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.07 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 18.774 (meters) 61.59 (feet) COMP <br> <b> MODELED GRAV</b> 980,058.1 (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 July 2002. No vertical observational check was made to the station. <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> 666,960. </td><td> 2,026,910. </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: 10SFJ132364(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>SP_SET: BRIDGE DECK <br>STAMPING: COUNTY OF SUTTER EL 59.22 USGS <br>MARK LOGO: NONE <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 03, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>20000330</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040303</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS) 4.7 KM (2.90 MI) WESTERLY ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE HIGHWAY 99 IN YUBA CITY, THENCE 3.2 KM (2.00 MI) NORTHERLY ALONG TOWNSHIP ROAD, IN TOP OF AND 0.4 M (1.3 FT) WEST OF THE EAST EDGE OF THE CONCRETE BRIDGE DECK ABOVE THE NORTH ABUTMENT OF THE ROAD BRIDGE SPANNING EAST INTERCEPTION CANAL, 36.4 M (119.4 FT) NORTH OF THE CENTER OF PEASE ROAD, 4.4 M (14.4 FT) EAST OF AND LEVEL WITH THE CENTERLINE OF THE ROAD, AND 0.4 M (1.3 FT) SOUTH OF THE NORTH EDGE OF THE BRIDGE DECK. NOTE--THE MARK IS ON THE ROAD RIGHT-OF-WAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. AI643274.21http://www.geocaching.com/mark/details.asp?PID=AI643274.21GeocacheGeocache74.21USGSNONE Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>74.21</h1> <b> PID </b> AI6432 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 10 18. (N) 121 44 39. (W) SCALED <br> <b> NAVD 88 </b> 23.343 (meters) 76.58 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.98 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 23.330 (meters) 76.54 (feet) COMP <br> <b> MODELED GRAV</b> 980,079.7 (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 July 2002. No vertical observational check was made to the station. <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> 667,090. </td><td> 2,022,110. </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: 10SFJ084365(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: RETAINING WALL <br>STAMPING: COUNTY OF SUTTER EL. 74.21 U.S.G.S. <br>MARK LOGO: NONE <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 03, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>20000330</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040303</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS) 1.1 KM (0.70 MI) NORTHERLY ALONG CALIFORNIA STREET FROM THE POST OFFICE IN SUTTER, THENCE 0.4 KM (0.25 MI) EASTERLY ALONG BUTTE AVENUE, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG EVERITT ROAD, IN TOP OF AND 0.8 M (2.6 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE RETAINING WALL OF THE SOUTH ABUTMENT OF THE ROAD BRIDGE SPANNING WEST INTERCEPTION CANAL, AND 4.6 M (15.1 FT) EAST OF AND LEVEL WITH THE ROAD CENTERLINE. NOTE--THE MARK IS ON THE ROAD RIGHT-OF-WAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. AI643392.93http://www.geocaching.com/mark/details.asp?PID=AI643392.93GeocacheGeocache92.93USGSNONE Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>92.93</h1> <b> PID </b> AI6433 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER BUTTES (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 10 17. (N) 121 45 13. (W) SCALED <br> <b> NAVD 88 </b> 29.950 (meters) 98.26 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.97 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 29.933 (meters) 98.21 (feet) COMP <br> <b> MODELED GRAV</b> 980,082.5 (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 July 2002. No vertical observational check was made to the station. <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> 667,060. </td><td> 2,021,290. </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: 10SFJ076365(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: RETAINING WALL <br>STAMPING: COUNTY OF SUTTER EL. 92.93 U.S.G.S. <br>MARK LOGO: NONE <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 03, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>20000330</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040303</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS) 0.4 KM (0.25 MI) WESTERLY ALONG NELSON STREET FROM THE POST OFFICE IN SUTTER, THENCE 1.3 KM (0.80 MI) NORTHERLY ALONG ACACIA AVENUE, IN TOP OF AND 0.8 M (2.6 FT) NORTH OF THE SOUTH END OF THE EAST CONCRETE RETAINING WALL OF THE SOUTH ABUTMENT OF THE AVENUE BRIDGE SPANNING WEST INTERCEPTION CANAL, AND 6.0 M (19.7 FT) EAST OF AND LEVEL WITH THE AVENUE CENTERLINE. NOTE--THE MONUMENT IS ON THE AVENUE RIGHT-OF-WAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS1060A 1175http://www.geocaching.com/mark/details.asp?PID=KS1060A 1175GeocacheGeocacheA 1175CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1175</h1> <b> PID </b> KS1060 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> GRIDLEY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 16 33. (N) 121 40 36. (W) SCALED <br> <b> NAVD 88 </b> 23.91 (+/-2cm) 78.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.80 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 678,680. </td><td> 2,027,900. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 23.213 (m) 76.16 (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: 10SFJ141482(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 1175 1961 <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>1961 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20040312</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 0.8 MI W FROM LIVE OAK. 0.05 MILE NORTH ALONG CALIFORNIA STREET FROM THE U.S. POST OFFICE AT LIVE OAK, THENCE 0.7 MILE WEST ALONG PENNINGTON ROAD, 75 YARDS EAST OF THE SOUTHWEST CORNER OF AN ORCHARD, 49 FEET NORTH OF THE CENTER LINE OF PENNINGTON ROAD, 2 FEET EAST OF A STEEL WITNESS POST, 1 FOOT WEST OF TELEPHONE POLE NO. 1901 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. JS2194A 859http://www.geocaching.com/mark/details.asp?PID=JS2194A 859GeocacheGeocacheA 859CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 859</h1> <b> PID </b> JS2194 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> KNIGHTS LANDING (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 48 57. (N) 121 40 45. (W) SCALED <br> <b> NAVD 88 </b> 5.86 (+/-2cm) 19.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.12 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 627,610. </td><td> 2,027,860. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 5.126 (m) 16.82 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH146971(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 859 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> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 2.5 MI NE FROM KNIGHTS LANDING. 2.5 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT KNIGHTS LANDING, AND AT A POINT WHERE THE OLD RAILROAD BED INTERSECTS WITH THE PRESENT RAILROAD, 50 FEET SOUTHEAST OF A RAILROAD TELEPHONE BOOTH, 20 FEET SOUTHEAST OF THE SOUTH RAIL, 10 FEET SOUTHEAST OF THE RAILROAD SIGN GRACE, 2.8 FEET NORTHWEST OF A WITNESS POST, ABOUT 6 FEET LOWER THAN THE TRACKS, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE GROUND. AF9783B 114 RESEThttp://www.geocaching.com/mark/details.asp?PID=AF9783B 114 RESETGeocacheGeocacheB 114 RESETCADTNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 114 RESET</h1> <b> PID </b> AF9783 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> MERIDIAN (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 08 44. (N) 121 55 02. (W) SCALED <br> <b> NAVD 88 </b> 24.39 (+/-2cm) 80.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.30 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 664,170. </td><td> 2,007,160. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (08/19/04) 23.66 (m) 77.6 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SEJ935334(NAD 83) <br>MARKER: DV = VERTICAL CONTROL DISK <br>SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. <br>SP_SET: SIDEWALK <br>STAMPING: B 114 RESET 1977 <br>MARK LOGO: NGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1977 </td><td>MONUMENTED </td><td>CADT</td></tr><tr><td>20040303</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1977 (HWM) AT MERIDIAN, AT THE WEST END OF TOWN, ON THE NEW STATE HIGHWAY BRIDGE OVER THE SACRAMENTO RIVER, 21.0 FEET (6.4 M) SOUTH OF CENTERLINE OF HIGHWAY, IN THE SIDEWALK ABOVE PIER NO 5 AND EAST LEVEE. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS1061B 1175http://www.geocaching.com/mark/details.asp?PID=KS1061B 1175GeocacheGeocacheB 1175CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 1175</h1> <b> PID </b> KS1061 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> GRIDLEY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 16 33. (N) 121 41 42. (W) SCALED <br> <b> NAVD 88 </b> 23.18 (+/-2cm) 76.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.81 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 678,670. </td><td> 2,026,320. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 22.483 (m) 73.76 (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: 10SFJ125481(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 1175 1961 <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>1961 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20040312</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 1.8 MI W FROM LIVE OAK. 0.05 MILE NORTH ALONG CALIFORNIA STREET FROM THE U.S. POST OFFICE AT LIVE OAK, THENCE 1.7 MILES WEST ALONG PENNINGTON ROAD, 83 FEET WEST OF THE CENTER LINE OF BILLINGS ROAD, 22 FEET NORTH OF THE CENTER LINE OF PENNINGTON ROAD, 2 FEET EAST OF A STEEL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. AI6431B 1443http://www.geocaching.com/mark/details.asp?PID=AI6431B 1443GeocacheGeocacheB 1443RBNFNONE Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>B 1443</h1> <b> PID </b> AI6431 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 10 02. (N) 121 43 42. (W) SCALED <br> <b> NAVD 88 </b> 18.205 (meters) 59.73 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.02 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 18.195 (meters) 59.69 (feet) COMP <br> <b> MODELED GRAV</b> 980,074.7 (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 July 2002. No vertical observational check was made to the station. <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> 666,610. </td><td> 2,023,480. </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: 10SFJ098361(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: RETAINING WALL <br>STAMPING: B 1443 <br>MARK LOGO: NONE <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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 30, 2000 <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>RBNF</td></tr><tr><td>20000330</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS) 1.0 KM (0.60 MI) NORTHERLY ALONG CALIFORNIA STREET FROM THE POST OFFICE IN SUTTER, THENCE 1.8 KM (1.10 MI) EASTERLY ALONG BUTTE HOUSE ROAD, IN TOP OF AND 0.5 M (1.6 FT) WEST OF THE EAST END OF THE NORTH CONCRETE RETAINING WALL OF THE EAST ABUTMENT OF THE ROAD BRIDGE SPANNING THE WADSWORTH CANAL, AND 5.9 M (19.4 FT) NORTH OF AND LEVEL WITH THE ROAD CENTERLINE. NOTE--THE MARK IS ON THE ROAD RIGHT-OF-WAY. JS4530BENDhttp://www.geocaching.com/mark/details.asp?PID=JS4530BENDGeocacheGeocacheBENDCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BEND</h1> <b> PID </b> JS4530 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> KNIGHTS LANDING (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 51 14.01409(N) 121 43 39.99403(W) ADJUSTED <br> <b> NAVD 88 </b> 15.1 (meters) 50. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 0.80 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.98 (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> 631,823.782 2</td><td>023,628.337</td><td> MT </td><td>0.99992274</td><td> +0 ' 10 17.9"</td></tr><tr><td>SPC CA 2 </td><td>2,072,908.52 6</td><td>639,187.30 </td><td> sFT </td><td>0.99992274</td><td> +0 ' 10 17.9"</td></tr><tr><td>UTM 10 </td><td>4,301,332.049 </td><td>610,392.256</td><td> MT </td><td>0.99975006</td><td> +0 ' 47 53.5"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000233 x 0.99992274 = 0.99992507 <br> <b>UTM 10 </b> 1.00000233 x 0.99975006 = 0.99975239 <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 AZ MK </td><td>085° 18' 11.5"</td></tr><tr><td>UTM 10 </td><td> BEND AZ MK </td><td>084° 40' 35.9"</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>JS4529</td><td>ROBBINS WATER TANK </td><td>APPROX. 2.6 KM</td><td>051° 45' 35.6"</td></tr><tr><td>DB4131</td><td>BEND AZ MK </td><td> </td><td>085° 28' 29.4"</td></tr><tr><td>DB4132</td><td>BEND RM 1 </td><td> 6.564 METERS</td><td>222° 00' </td></tr><tr><td>DB4133</td><td>BEND RM 2 </td><td> 8.740 METERS</td><td>303° 23' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 38 51 14.00340(N) 121 43 39.99177(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 38 51 14.37645(N) 121 43 36.11937(W) AD( ) 2 <br> NGVD 29 (07/19/86) 14.4 (m) 47. (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: 10SFJ1039201332(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: TOP OF SQUARE CONCRETE MONUMENT <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1974 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1974 (DRG) STATION IS LOCATED 1.6 MI SOUTHWEST OF ROBBINS AND 3.8 MI NORTH OF KNIGHTS LANDING ON THE SACRAMENTO RIVER LEVEE. <p>TO REACH STATION FROM THE U.S. POST OFFICE IN ROBBINS, GO WESTERLY ON DEL MONTE AVENUE 0.2 MILE TO STATE HIGHWAY 113, TURN LEFT ON STATE HIGHWAY 113 AND GO SOUTHWESTERLY 0.55 MILE TO BUELL ROAD ON RIGHT, TURN RIGHT ON BUELL ROAD AND GO WEST 0.4 MILE TO KNIGHTS ROAD, TURN LEFT ON KNIGHTS ROAD AND GO SOUTH 0.55 MILE TO DONAHUE ROAD, TURN RIGHT ON DONAHUE ROAD AND GO WEST 0.5 MILE TO SACRAMENTO RIVER LEVEE, TURN LEFT ON LEVEE ROAD (CRANMORE RD.) AND GO SOUTH 0.05 MILE TO TURNOUT AND STATION ON RIGHT. <p>STATION MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED---BEND 1974---SET IN A 12-INCH CONCRETE CYLINDER 0.3 FOOT BELOW GROUND, 15.7 FEET EAST OF WOODEN CURB, 20.8 FEET SW OF CENTERLINE OF CRANMORE ROAD, 26.5 FEET SE OF EAST METAL GATE POST. <p>AN UNDERGROUND MARK IDENTICAL WITH SURFACE DISK WAS SET 3.5 FEET BELOW GROUND. <p>REFERENCE MARK 1 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED--- BEND 1974 RM NO 1---SET IN 12-INCH CONCRETE CYLINDER PROJECTING 0.2 FOOT, 2.4 FEET WEST OF WOODEN CURB, 12.5 FEET EAST OF CENTER- LINE OF LEVEE RAMP ROAD, 30.0 FEET SOUTH OF EAST METAL GATE POST, 42.0 FEET SW OF CENTERLINE OF CRANMORE ROAD AND 0.4 FOOT HIGHER THAN STATION. <p>REFERENCE MARK 2 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED--- BEND 1974 RM NO 2---SET IN 12-INCH CONCRETE CYLINDER PROJECTING 0.3 FOOT, 3.2 FEET NORTH OF EAST METAL GATE POST, 4.0 FEET WEST OF WOODEN CURB, 6.5 FEET EAST OF CENTERLINE OF LEVEE RAMP ROAD, 31.6 FEET SW OF CENTERLINE OF CRANMORE ROAD AND 0.5 FOOT HIGHER THAN STATION. <p>AZ MK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED---BEND 1974 AZM MARK---SET IN 12-INCH CONCRETE CYLINDER PROJECTING 0.2 FOOT, 19.2 FEET WEST OF CENTERLINE OF KNIGHTS ROAD, 12.4 FEET SOUTH OF POWER POLE AND 60.6 FEET NORTH OF CENTERLINE OF DONAHUE ROAD. <p>TO REACH FROM THE STATION RETURN TO DONAHUE ROAD AND GO EAST 0.5 TO KNIGHTS ROAD AND MARK ON LEFT. JS4527BM 4http://www.geocaching.com/mark/details.asp?PID=JS4527BM 4GeocacheGeocacheBM 4USEUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BM 4</h1> <b> PID </b> JS4527 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> VERONA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 47 32.26935(N) 121 35 27.72239(W) ADJUSTED <br> <b> NAVD 88 </b> 14. (meters) 46. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -2.18 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -30.28 (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> 625,030.971 2</td><td>035,527.906</td><td> MT </td><td>0.99992762</td><td> +0 ' 15 28.2"</td></tr><tr><td>SPC CA 2 </td><td>2,050,622.44 6</td><td>678,227.80 </td><td> sFT </td><td>0.99992762</td><td> +0 ' 15 28.2"</td></tr><tr><td>UTM 10 </td><td>4,294,670.663 </td><td>622,363.412</td><td> MT </td><td>0.99978438</td><td> +0 ' 52 58.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000260 x 0.99992762 = 0.99993022 <br> <b>UTM 10 </b> 1.00000260 x 0.99978438 = 0.99978697 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 38 47 32.25714(N) 121 35 27.72147(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 38 47 32.61000(N) 121 35 23.86000(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: 10SFH2236394671(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>USE</td></tr><tr><td>1971 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS) THE MARK WAS FOUND SOLID IN THE GROUND BUT TILTED ABOUT 12 DEG AT AN ANGLE AWAY FROM THE LEVEE. THE MARK IS LOCATED ON THE LEVEE ON THE SOUTHEAST SIDE OF CROSS CANAL IN THE NORTHWEST QUARTER OF SECTION 24, T 11 N, R 3 E, AIRLINE ABOUT 1-1/2 MILES EAST-NORTHEAST OF THE VILLAGE OF VERONA AT THE CONFLUENCE OF THE FEATHER AND SACRAMENTO RIVERS AND IS A U.S. ENGINEERS BRONZE CAP SCREWED TO THE TOP OF A 3-INCH PIPE PROJECTING 0.4 FOOT ABOVE A 10X12-INCH CONCRETE POST PROJECTING 0.1 FOOT ABOVE THE GROUND AND 98 FEET SOUTHWEST OF THE CENTERLINE OF A PIPE UNDER THE LEVEE RUNNING SOUTHEAST FROM A PUMP TO A CANAL, 74.0 FEET SOUTH OF THE SOUTHWEST 1 OF 2 TRANSFORMER POLES, 62.3 FEET SOUTHWEST OF POWERLINE POLE C920, 15 FEET SOUTHEAST OF THE CENTERLINE OF THE LEVEE ROAD AND ABOUT 1 FOOT LOWER THAN THE ROAD. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MILES EAST-NORTHEAST OF VERONA JS4534BYhttp://www.geocaching.com/mark/details.asp?PID=JS4534BYGeocacheGeocacheBYCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>BY</h1> <b> PID </b> JS4534 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER CAUSEWAY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 57 13.52545(N) 121 40 34.77766(W) ADJUSTED <br> <b> NAVD 88 </b> 16.5 (meters) 54. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -1.78 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.63 (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> 642,923.760 2</td><td>028,054.478</td><td> MT </td><td>0.99991727</td><td> +0 ' 12 14.6"</td></tr><tr><td>SPC CA 2 </td><td>2,109,325.70 6</td><td>653,708.73 </td><td> sFT </td><td>0.99991727</td><td> +0 ' 12 14.6"</td></tr><tr><td>UTM 10 </td><td>4,312,478.000 </td><td>614,695.887</td><td> MT </td><td>0.99976199</td><td> +0 ' 49 56.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000206 x 0.99991727 = 0.99991933 <br> <b>UTM 10 </b> 1.00000206 x 0.99976199 = 0.99976405 <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> ROBBINS </td><td>197° 51' 56.3"</td></tr><tr><td>UTM 10 </td><td> ROBBINS </td><td>197° 14' 14.7"</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>JS4532</td><td>ROBBINS </td><td>APPROX. 2.7 KM</td><td>198° 04' 10.9"</td></tr><tr><td>DB4230</td><td>BY RM 1 </td><td> 19.885 METERS</td><td>233° 46' </td></tr><tr><td>DB4231</td><td>BY RM 2 </td><td> 19.844 METERS</td><td>334° 26' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 38 57 13.51314(N) 121 40 34.77184(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 38 57 13.89644(N) 121 40 30.89841(W) AD( ) 2 <br> NGVD 29 (07/19/86) 15.8 (m) 52. (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: 10SFJ1469612478(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: TOP OF SQUARE CONCRETE MONUMENT <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1974 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1974 (DRG) STATION IS LOCATED 6.0 MILES NE OF ROBBINS AND 6.1 MILES WNW OF NICOLAUS ON THE SOUTH LEVEE OF THE SUTTER BYPASS. <p>TO REACH STATION FROM THE U.S. POST OFFICE IN ROBBINS, GO 0.05 MILE WEST ON DEL MONTE AVENUE TO SACRAMENTO VALLEY BOULEVARD, TURN RIGHT ON SACRAMENTO VALLEY BOULEVARD AND GO NW 0.2 MILE TO STATE HIGHWAY 113, TURN RIGHT ON STATE HIGHWAY 113 AND GO NORTHEASTERLY 5.6 MILES TO PELGER ROAD, TURN LEFT ON PELGER ROAD THEN TAKE SHARP RIGHT AND GO NORTHERLY 0.2 MILE TO CURVE TO LEFT, LEAVE PAVED ROAD AND CONTINUE NORTH ALONG WEST SIDE OF BYPASS BRIDGE APPROACH, CROSS SMALL BRIDGE 0.1 MILE, TURN RIGHT ONTO LEVEE RAMP AND GO 0.1 MILE TO TOP OF LEVEE, TURN LEFT AND GO WEST 0.1 MILE TO CAUSEWAY BRIDGE AND STATION. <p>STATION MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED---BY 1974--- SET IN 12-INCH CONCRETE CYLINDER PROJECTING 0.1 FOOT LOCATED IN THE CENTER OF SOUTH BYPASS LEVEE, APPROXIMATELY 41.5 FEET EAST OF EAST EDGE OF BRIDGE. <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 A DIVISION OF HIGHWAYS BRASS DISK STAMPED--- BY 1974 RM NO 1---SET IN DRILL HOLE EPOXYED ON TOP OF EASTERLY CONCRETE BRIDGE RAIL, 21.0 FEET EAST OF CENTERLINE OF HIGHWAY AND 5.9 FEET HIGHER THAN STATION. <p>REFERENCE MARK 2 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED--- BY 1974 RM NO 2---SET IN DRILL HOLE ON TOP OF EASTERLY CONCRETE BRIDGE RAIL, 21.0 FEET EAST OF CENTERLINE OF HIGHWAY AND 5.9 FEET ABOVE THE STATION. KS0949C 114http://www.geocaching.com/mark/details.asp?PID=KS0949C 114GeocacheGeocacheC 114CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 114</h1> <b> PID </b> KS0949 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER BUTTES (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 08 35. (N) 121 52 29. (W) SCALED <br> <b> NAVD 88 </b> 12.90 (+/-2cm) 42.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.18 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 663,900. </td><td> 2,010,830. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 12.175 (m) 39.94 (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: 10SEJ972332(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: 39.885 C 114 1932 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1932 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1934 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1952 </td><td>MARK NOT FOUND </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 2.1 MI E FROM MERIDIAN. 2.1 MILES EAST ALONG STATE HIGHWAY 20 FROM MERIDIAN, SUTTER COUNTY, 24 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 10 FEET WEST OF POLE 15/36, AND IN LINE WITH THE ROW OF POLES. A STANDARD DISK, STAMPED 39.885 C 114 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND. <p> <h2>STATION RECOVERY (1952) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952 MARK NOT FOUND. KS1062C 1175http://www.geocaching.com/mark/details.asp?PID=KS1062C 1175GeocacheGeocacheC 1175CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 1175</h1> <b> PID </b> KS1062 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> GRIDLEY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 16 34. (N) 121 42 56. (W) SCALED <br> <b> NAVD 88 </b> 22.53 (+/-2cm) 73.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.80 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 678,700. </td><td> 2,024,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 21.825 (m) 71.60 (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: 10SFJ107482(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 1175 1961 <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 03, 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>20040303</td><td>GOOD </td><td>CADT</td></tr><tr><td>20050510</td><td>GOOD </td><td>CADWR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 2.7 MI W FROM LIVE OAK. 0.05 MILE NORTH ALONG CALIFORNIA STREET FROM THE U.S. POST OFFICE AT LIVE OAK, THENCE 2.65 MILES WEST ALONG PENNINGTON ROAD, 61 FEET NORTH OF THE CENTER LINE OF PENNINGTON ROAD, 29 FEET EAST OF THE CENTER LINE OF HEDGER ROAD, 1 1/2 FEET SOUTHEAST OF A FENCE CORNER, 1 1/2 FEET NORTH OF A STEEL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND. <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. AI6430C 1443http://www.geocaching.com/mark/details.asp?PID=AI6430C 1443GeocacheGeocacheC 1443NGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>C 1443</h1> <b> PID </b> AI6430 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 46. (N) 121 41 56. (W) SCALED <br> <b> NAVD 88 </b> 18.362 (meters) 60.24 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.07 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 18.352 (meters) 60.21 (feet) COMP <br> <b> MODELED GRAV</b> 980,063.2 (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 July 2002. No vertical observational check was made to the station. <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> 666,120. </td><td> 2,026,020. </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: 10SFJ124356(NAD 83) <br>MARKER: DV = VERTICAL CONTROL DISK <br>SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES <br>SP_SET: HEADWALL <br>STAMPING: C 1443 2000 <br>MARK LOGO: NGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>2000 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>20040303</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS) 1.0 KM (0.60 MI) NORTHERLY ALONG CALIFORNIA STREET FROM THE POST OFFICE IN SUTTER, THENCE 4.4 KM (2.75 MI) EASTERLY ALONG BUTTE HOUSE ROAD, IN TOP OF AND 0.3 M (1.0 FT) WEST OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A DOUBLE BOX CULVERT UNDER THE ROAD, 21.5 M (70.5 FT) WEST OF THE CENTER OF A DRIVEWAY, 6.2 M (20.3 FT) NORTH OF THE ROAD CENTERLINE, AND 0.7 M (2.3 FT) ABOVE THE LEVEL OF THE ROAD. NOTE--THE MARK IS ON THE ROAD RIGHT-OF-WAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS1836CANALhttp://www.geocaching.com/mark/details.asp?PID=KS1836CANALGeocacheGeocacheCANALCADTCADH Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CANAL</h1> <b> PID </b> KS1836 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 08 28.88524(N) 121 41 54.56160(W) ADJUSTED <br> <b> NAVD 88 </b> 16.32 (+/-2cm) 53.5 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> X </b> -2,602,774.051 (meters) COMP <br> <b> Y </b> -4,214,498.871 (meters) COMP <br> <b> Z </b> 4,004,492.499 (meters) COMP <br> <b> LAPLACE CORR</b> -2.35 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> -12.81 (meters) (09/16/94) GPS OBS <br> <b> GEOID HEIGHT</b> -29.12 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <b> VERT ORDER </b> THIRD ? (See Below) <br> <b> ELLP ORDER </b> FOURTH CLASS II <br> <p>The horizontal coordinates were established by GPS observations and adjusted by the National Geodetic Survey in September 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 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> 663,741.942 2</td><td>026,064.476</td><td> MT </td><td>0.99991516</td><td> +0 ' 11 24.3"</td></tr><tr><td>SPC CA 2 </td><td>2,177,626.69 6</td><td>647,179.87 </td><td> sFT </td><td>0.99991516</td><td> +0 ' 11 24.3"</td></tr><tr><td>UTM 10 </td><td>4,333,269.794 </td><td>612,477.488</td><td> MT </td><td>0.99975577</td><td> +0 ' 49 17.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000201 x 0.99991516 = 0.99991717 <br> <b>UTM 10 </b> 1.00000201 x 0.99975577 = 0.99975778 <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> CANAL AZ MK </td><td>274° 19' 18.4"</td></tr><tr><td>UTM 10 </td><td> CANAL AZ MK </td><td>273° 41' 24.8"</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>KS0960</td><td>J 114 RESET </td><td> 7.686 METERS</td><td>085° 55' </td></tr><tr><td>DB6975</td><td>CANAL RM 2 </td><td> 15.012 METERS</td><td>171° 29' </td></tr><tr><td>DB6973</td><td>CANAL AZ MK </td><td> </td><td>274° 30' 42.7"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1992)</b> 39 08 28.88462(N) 121 41 54.56431(W) AD(1991.35) 2 <br> <b> NAD 83(1986)</b> 39 08 28.87163(N) 121 41 54.55788(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 08 29.25977(N) 121 41 50.67174(W) AD( ) 2 <br> NGVD 29 (07/19/86) 15.62 (m) 51.2 (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: 10SFJ1247733270(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: CANAL 1972 <br>MARK LOGO: CADH <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 - October 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1972 </td><td>MONUMENTED </td><td>CADT</td></tr><tr><td>1972 </td><td>GOOD </td><td>CADH</td></tr><tr><td>19930806</td><td>GOOD </td><td>CADT</td></tr><tr><td>20041015</td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1972 (MLS) THE STATION IS LOCATED ABOUT 3.0 MILES SOUTHEAST OF SUTTER AND ABOUT 4.4 MILES WEST OF YUBA CITY ON HIGHWAY 20. <p>TO REACH FROM THE INTERSECTION OF HIGHWAY 20 AND 99 IN YUBA CITY, GO WEST ON HIGHWAY 20, 3.4 MILES TO STATION ON LEFT. <p>STATION MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED CANAL 1972, SET IN CONCRETE POST FLUSH WITH GROUND AND 3.3 FEET WEST OF WEST END OF WINGWALL, 6.0 FEET NORTH OF WIRE FENCE LINE, 27.5 FEET WEST OF INTERSECTION OF HIGHWAY 20 AND SOUTH BUTTE ROAD, 68.0 FEET SOUTH OF CENTER LINE OF HIGHWAY 20 ON LEFT. <p>AN UNDERGROUND MARK IDENTICAL WITH SURFACE DISK WAS SET BELOW STATION. <p>REFERENCE MARK 2 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED CANAL RM NO. 1 1972, SET IN CONCRETE POST PROJECTING 2 INCHES, 2.9 FEET HIGHER THAN STATION, 17.7 FEET WEST OF THE INTERSECTION OF HIGHWAY 20 AND SOUTH BUTTE ROAD, 42.5 FEET SOUTH OF FENCE, 43.4 FEET SOUTH OF WEST END OF WINGWALL, 116.9 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 20. <p>BENCH MARK IS A STANDARD U.S.C. AND G.S. TABLET STAMPED J 114 RESET 1963, SET ON TOP OF THE SOUTH ENDWALL AT BRIDGE NO. 18-02 OVER SYCAMORE CANAL, 2.9 FEET HIGHER THAN STATION, 23.0 FEET EAST OF WEST END OF WEST WINGWALL, 65.7 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 20. <p>AZIMUTH MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED CANAL AZIMUTH MARK 1972, SET IN CONCRETE POST FLUSH WITH GROUND, 2.1 FEET SOUTH OF WIRE FENCE, 28.8 FEET EAST OF POWER POLE 61.4 FEET NORTH OF THE CENTER LINE OF HIGHWAY 20. <p>TO REACH AZIMUTH MARK FROM STATION, GO WEST ON HIGHWAY 20, 0.4 MILE TO AZIMUTH MARK ON RIGHT. <p>HEIGHT OF LIGHT ABOVE STATION MARK 3.86 METERS. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY CA DIV OF HIGHWAYS 1972 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1993) </h2> <p>RECOVERY NOTE BY CALTRANS 1993 THE STATION MARK AND BENCH MARK J 114 RESET 1963 WERE RECOVERED AS DESCRIBED WITH THE FOLLOWING REVISIONS. REFERENCE MARK NO. 2 WAS NOT RECOVERED AFTER A BRIEF SEARCH. $ TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 99 IN YUBA CITY, GO WEST ON HIGHWAY 20 FOR 3.4 MI (5.5 KM) TO A SIDE ROAD RIGHT, SOUTH BUTTE ROAD AND THE STATION ON THE LEFT, ON THE SOUTH SIDE OF HIGHWAY 20. $ THE STATION IS 65 FT (19.8 M) SOUTH OF THE CENTERLINE OF HIGHWAY 20, 27.5 FT (8.4 M) WEST OF THE CENTERLINE OF SOUTH BUTTE ROAD PROJECTED SOUTH, 6.0 FT (1.8 M) NORTH OF A BARBED WIRE FENCE, 5.5 FT (1.7 M) NORTHWEST OF THE WEST END OF THE WEST WING WALL OF THE SYCAMORE CANAL, 4.9 FT (1.5 M) NORTH OF A METAL WITNESS POST AND FLUSH WITH THE GROUND. $ THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM) RECOVERED IN GOOD CONDITION. KS1828CARLhttp://www.geocaching.com/mark/details.asp?PID=KS1828CARLGeocacheGeocacheCARLCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CARL</h1> <b> PID </b> KS1828 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> GILSIZER SLOUGH (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 03 32.03050(N) 121 39 12.16410(W) ADJUSTED <br> <b> NAVD 88 </b> 14.7 (meters) 48. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -1.76 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.35 (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> 654,602.240 2</td><td>029,998.999</td><td> MT </td><td>0.99991477</td><td> +0 ' 13 06.7"</td></tr><tr><td>SPC CA 2 </td><td>2,147,640.85 6</td><td>660,088.38 </td><td> sFT </td><td>0.99991477</td><td> +0 ' 13 06.7"</td></tr><tr><td>UTM 10 </td><td>4,324,175.358 </td><td>616,511.781</td><td> MT </td><td>0.99976715</td><td> +0 ' 50 55.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000230 x 0.99991477 = 0.99991707 <br> <b>UTM 10 </b> 1.00000230 x 0.99976715 = 0.99976945 <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> SON CADH </td><td>179° 43' 53.1"</td></tr><tr><td>UTM 10 </td><td> SON CADH </td><td>179° 06' 04.7"</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>DB6976</td><td>CARL RM 1 </td><td> 7.528 METERS</td><td>086° 13' </td></tr><tr><td>KS1827</td><td>SON CADH </td><td>APPROX. 2.1 KM</td><td>179° 56' 59.8"</td></tr><tr><td>DB6977</td><td>CARL RM 2 </td><td> 7.687 METERS</td><td>337° 16' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 03 32.01643(N) 121 39 12.15879(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 03 32.40310(N) 121 39 08.27655(W) AD( ) 2 <br> NGVD 29 (07/19/86) 14.0 (m) 46. (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: 10SFJ1651224175(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: TOP OF SQUARE CONCRETE MONUMENT <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1974 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1974 (DRG) STATION IS LOCATED ABOUT 5.7 MILES SSW OF YUBA CITY AND 6.2 MILES SW OF OLIVEHURST ON THE WEST SIDE OF CARLSON ROAD. <p>TO REACH STATION FROM THE U.S. POST OFFICE IN YUBA CITY, GO NORTH ON PLUMAS STREET 0.1 MILE TO COLUSA AVENUE, TURN LEFT ON COLUSA AVENUE (HWY 20) AND GO WEST 1.0 MILE TO HIGHWAY 99, TURN LEFT ON HIGHWAY 99 AND GO SOUTH 5.0 MILES TO OSWALD ROAD, TURN RIGHT ON OSWALD ROAD AND GO WEST 1.1 MILES TO CARLSON ROAD, TURN LEFT ON CARLSON ROAD AND GO SOUTH 0.7 MILE TO STATION ON RIGHT. <p>STATION MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED---CARL 1974---SET IN 12-INCH CONCRETE CYLINDER 0.4 FOOT BELOW SURFACE AND 12.0 FEET WEST OF CENTERLINE OF ROAD. <p>AN UNDERGROUND MARK IDENTICAL WITH SURFACE DISK WAS SET 3.5 FEET BELOW SURFACE. <p>REFERENCE MARK 1 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED--- CARL 1974 RM NO 1---SET IN 12-INCH CONCRETE CYLINDER 0.3 FOOT BELOW SURFACE, 12.8 FEET EAST OF THE CENTERLINE OF ROAD, 17.0 FEET SOUTHWEST OF 60-INCH OAK TREE, 36.0 FEET NORTH OF THE CENTERLINE OF DRIVEWAY, SAME ELEVATION AS THE STATION. <p>REFERENCE MARK 2 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED--- CARL 1974 RM NO 2---SET IN 12-INCH CONCRETE CYLINDER PROJECTING 0.3 FOOT, 2.0 FOOT WEST OF MAILBOX, 21.8 FEET WEST OF CENTERLINE OF ROAD, 72.3 FEET SOUTH OF POWER POLE, SAME ELEVATION AS STATION. KS1823CLUBhttp://www.geocaching.com/mark/details.asp?PID=KS1823CLUBGeocacheGeocacheCLUBCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>CLUB</h1> <b> PID </b> KS1823 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> GILSIZER SLOUGH (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 05 48.65704(N) 121 38 36.50282(W) ADJUSTED <br> <b> NAVD 88 </b> 15.9 (meters) 52. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -1.71 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.28 (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> 658,818.460 2</td><td>030,839.793</td><td> MT </td><td>0.99991470</td><td> +0 ' 13 29.2"</td></tr><tr><td>SPC CA 2 </td><td>2,161,473.56 6</td><td>662,846.89 </td><td> sFT </td><td>0.99991470</td><td> +0 ' 13 29.2"</td></tr><tr><td>UTM 10 </td><td>4,328,399.956 </td><td>617,306.017</td><td> MT </td><td>0.99976944</td><td> +0 ' 51 20.0"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000210 x 0.99991470 = 0.99991680 <br> <b>UTM 10 </b> 1.00000210 x 0.99976944 = 0.99977154 <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> REED CADH </td><td>181° 14' 47.3"</td></tr><tr><td>UTM 10 </td><td> REED CADH </td><td>180° 36' 56.5"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DB7071</td><td>CLUB RM 1 </td><td> 4.255 METERS</td><td>018° 37' </td></tr><tr><td>DB7072</td><td>CLUB RM 2 </td><td> 5.620 METERS</td><td>142° 12' </td></tr><tr><td>KS1825</td><td>REED CADH </td><td>APPROX. 1.5 KM</td><td>181° 28' 16.5"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 05 48.64297(N) 121 38 36.49711(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 05 49.03001(N) 121 38 32.61475(W) AD( ) 2 <br> NGVD 29 (07/19/86) 15.2 (m) 50. (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: 10SFJ1730628400(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: TOP OF SQUARE CONCRETE MONUMENT <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1974 </td><td>MONUMENTED </td><td>CADT</td></tr><tr><td>20030405</td><td>GOOD </td><td>GEOCAC</td></tr><tr><td>20050420</td><td>GOOD </td><td>CADWR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1974 (DRG) STATION IS LOCATED ABOUT 3.0 MILES SSW OF YUBA CITY AND ABOUT 4.5 MILES SW OF MARYSVILLE ON THE EAST SIDE OF WALTON AVENUE. <p>TO REACH STATION FROM THE U.S. POST OFFICE IN YUBA CITY, GO NORTH ON PLUMAS STREET 0.1 MILE TO COLUSA AVENUE (HWY 20), TURN LEFT AND FOLLOW HIGHWAY 20 WEST 1.0 MILE TO HIGHWAY 99, TURN LEFT AND FOLLOW HIGHWAY 99 SOUTH 3.0 MILES TO BOGUE ROAD, TURN RIGHT ON BOGUE ROAD AND GO WEST 0.5 MILE TO WALTON AVENUE, TURN LEFT ON WALTON AVENUE AND GO SOUTH 0.1 MILE TO STATION ON LEFT. <p>STATION MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED---CLUB 1974---SET IN 12-INCH CONCRETE CYLINDER 0.3 FOOT BELOW SURFACE, 7.5 FEET SOUTHWEST OF POWER POLE 99, 14.5 FEET EAST OF CENTERLINE OF WALTON AVENUE. <p>AN UNDERGROUND MARK IDENTICAL WITH SURFACE DISK WAS SET IN CONCRETE 3.5 FEET BELOW SURFACE. <p>REFERENCE MARK 1 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED--- CLUB 1974 RM NO 1---SET IN 12-INCH CONCRETE CYLINDER PROJECTING 0.4 FOOT, 14.5 FEET NORTH OF POWER POLE 99, 20.0 FEET EAST OF CENTERLINE OF WALTON AVENUE, 1.0 FOOT HIGHER THAN STATION. <p>REFERENCE MARK 2 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED--- CLUB 1974 RM NO 2---SET IN 12-INCH CONCRETE CYLINDER PROJECTING 0.4 FOOT, 14.3 FEET SOUTH OF POWER POLE 99, 23.5 FEET EAST OF CENTERLINE OF WALTON AVENUE, 1.6 FEET HIGHER THAN STATION. <p> <h2>STATION RECOVERY (2003) </h2> <p>RECOVERY NOTE BY GEOCACHING 2003 (KM) RECOVERED AS DESCRIBED. MARK WAS SLIGHTLY DIFFICULT TO READ. <p> <h2>STATION RECOVERY (2005) </h2> <p>RECOVERY NOTE BY CA DEPT OF WATER RES 2005 RECOVERED IN GOOD CONDITION. KS0951D 114http://www.geocaching.com/mark/details.asp?PID=KS0951D 114GeocacheGeocacheD 114CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>D 114</h1> <b> PID </b> KS0951 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER BUTTES (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 08 54. (N) 121 50 20. (W) SCALED <br> <b> NAVD 88 </b> 20.27 (+/-2cm) 66.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.08 (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> 664,490. </td><td> 2,013,930. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 19.542 (m) 64.11 (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: 10SFJ003338(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: 64.055 D 114 1932 <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>1932 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1934 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040105</td><td>MARK NOT FOUND </td><td>CADWR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 4.1 MI E FROM MERIDIAN. 4.1 MILES EAST ALONG STATE HIGHWAY 20 FROM MERIDIAN, SUTTER COUNTY, AT A LONG CONCRETE BRIDGE OVER BUTTE SLOUGH, IN THE SOUTH BANISTER, 12 FEET EAST OF A STEEL GIRDER, AND AT THE POINT WHERE THE PIPE HANDRAIL MAKES A TURN. A STANDARD DISK, STAMPED 64.055 D 114 1932. NOTE-- DISK PROJECTS AT LEAST 3/4 INCH ABOVE THE CONCRETE. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CA DEPT OF WATER RES 2004 (MSG) MARK NOT FOUND. KS1063D 1175http://www.geocaching.com/mark/details.asp?PID=KS1063D 1175GeocacheGeocacheD 1175CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>D 1175</h1> <b> PID </b> KS1063 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> GRIDLEY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 16 33. (N) 121 44 04. (W) SCALED <br> <b> NAVD 88 </b> 22.82 (+/-2cm) 74.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.79 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 678,660. </td><td> 2,022,910. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 22.115 (m) 72.56 (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: 10SFJ091481(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 1175 1961 <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 - May 10, 2005 <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>20040312</td><td>MARK NOT FOUND </td><td>CADT</td></tr><tr><td>20050510</td><td>GOOD </td><td>CADWR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 3.6 MI W FROM LIVE OAK. 0.05 MILE NORTH ALONG CALIFORNIA STREET FROM THE U.S. POST OFFICE AT LIVE OAK, THENCE 3.6 MILES WEST ALONG PENNINGTON ROAD, 42 FEET NORTH OF THE CENTER LINE OF PENNINGTON ROAD, 18 FEET EAST OF THE CENTER OF A DIRT ROAD, 2 FEET SOUTH OF A POWER LINE POLE, 2 FEET NORTH OF A STEEL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 0.3 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 RECOVERED IN GOOD CONDITION. KS1963D 1435http://www.geocaching.com/mark/details.asp?PID=KS1963D 1435GeocacheGeocacheD 1435NGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>D 1435</h1> <b> PID </b> KS1963 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> GRIDLEY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 16 53. (N) 121 39 44. (W) SCALED <br> <b> NAVD 88 </b> 24.120 (meters) 79.13 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.78 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 24.107 (meters) 79.09 (feet) COMP <br> <b> MODELED GRAV</b> 980,050.3 (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> 679,300. </td><td> 2,029,140. </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: 10SFJ153488(NAD 83) <br>MARKER: I = METAL ROD <br>SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: STAINLESS STEEL ROD <br>STAMPING: D 1435 1988 <br>MARK LOGO: NGS <br>PROJECTION: RECESSED 1 CENTIMETERS <br>MAGNETIC: I = MARKER IS A STEEL ROD <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 03, 2004 <br>ROD/PIPE-DEPTH: 4.1 meters <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1988 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>20040303</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 IN LIVEE OAK, AT 2620 NEVADA STREET, 11.3 M (37.1 FT) NORTH OF THE NORTHEAST CORNER OF A HOUSE AT 2620 NEVADA STREET, 8.9 M (29.2 FT) SOUTH OF THE CENTERLINE OF THE STREET, 4.3 M (14.1 FT) EAST OF THE CENTER OF A GATE, 1.5 M (4.9 FT) WEST OF A FENCE CORNER, AND LEVEL WITH THE STREET. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. AI6438D 1443http://www.geocaching.com/mark/details.asp?PID=AI6438D 1443GeocacheGeocacheD 1443NGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>D 1443</h1> <b> PID </b> AI6438 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER BUTTES (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 11 37. (N) 121 48 44. (W) SCALED <br> <b> NAVD 88 </b> 146.481 (meters) 480.58 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.86 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 146.403 (meters) 480.32 (feet) COMP <br> <b> MODELED GRAV</b> 980,086.9 (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 July 2002. No vertical observational check was made to the station. <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> 669,520. </td><td> 2,016,220. </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: 10SFJ025389(NAD 83) <br>MARKER: F = FLANGE-ENCASED ROD <br>SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) <br>STAMPING: D 1443 2000 <br>MARK LOGO: NGS <br>PROJECTION: FLUSH <br>MAGNETIC: I = MARKER IS A STEEL ROD <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - 2000 <br>ROD/PIPE-DEPTH: 9.3 meters <br>SLEEVE-DEPTH : 0.9 meters <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>2000 </td><td>MONUMENTED </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS) 0.4 KM (0.25 MI) EASTERLY ALONG NELSON STREET FROM THE POST OFFICE IN SUTTER, THENCE 1.5 KM (0.95 MI) NORTHERLY ALONG ACACIA AVENUE, THENCE 5.4 KM (3.35 MI) WESTERLY ALONG PASS ROAD, THENCE 1.0 KM (0.60 MI) NORTHERLY ALONG A PAVED ROAD, 56.9 M (186.7 FT) NORTHWEST OF THE CENTER OF THE NORTH END OF A CULVERT UNDER THE ROAD, 6.6 M (21.7 FT) WEST OF THE CENTER OF A STREAM, 3.7 M (12.1 FT) EAST OF THE ROAD CENTER, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS OF A CLASS A MARK. THE MONUMENT IS ON A RIGHT-OF-WAY OWNED BY AMERICAN TOWER SYSTEMS, CONTACT RAY BAXTER, UIVERSITY OF CALIFORNIA, 475 MCCONE HALL, BERKELEY, CA 94720-4760, TELEPHONE (510) 643-5811. JS2192D 859http://www.geocaching.com/mark/details.asp?PID=JS2192D 859GeocacheGeocacheD 859CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>D 859</h1> <b> PID </b> JS2192 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> KNIGHTS LANDING (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 48 27. (N) 121 42 48. (W) SCALED <br> <b> NAVD 88 </b> 9.50 (+/-2cm) 31.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.15 (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> 626,680. </td><td> 2,024,900. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 8.758 (m) 28.73 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH117962(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 859 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> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 0.5 MI N FROM KNIGHTS LANDING. 0.5 MILE NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT KNIGHTS LANDING, 115 FEET NORTHEAST OF THE CENTER OF GRADE CROSSING AF 94.5, 89 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A SHELL OIL CO. WAREHOUSE, 59 FEET NORTHWEST OF THE NORTHWEST RAIL OF A SPUR TRACK, 2.6 FEET EAST OF THE SOUTHWEST CORNER OF A STOCK PEN, 2.5 FEET WEST OF A WITNESS POST, ABOUT 8 FEET LOWER THAN THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND. KS0952E 114http://www.geocaching.com/mark/details.asp?PID=KS0952E 114GeocacheGeocacheE 114CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>E 114</h1> <b> PID </b> KS0952 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER BUTTES (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 14. (N) 121 48 29. (W) SCALED <br> <b> NAVD 88 </b> 17.56 (+/-2cm) 57.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.02 (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> 665,110. </td><td> 2,016,590. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 16.841 (m) 55.25 (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: 10SFJ029345(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: 55.197 E 114 1932 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1932 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1934 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1952 </td><td>MARK NOT FOUND </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 6.1 MI E FROM MERIDIAN. 6.1 MILES EAST ALONG STATE HIGHWAY 20 AND SOUTH BUTTE ROAD FROM MERIDIAN, SUTTER COUNTY, 0.2 MILE WEST OF THE EAST END OF A TANGENT IN THE ROAD, 31 FEET NORTH OF THE CENTERLINE OF SOUTH BUTTE ROAD, AND AT THE FENCE LINE. A STANDARD DISK, STAMPED 55.197 E 114 1932 AND SET IN THE TOP OF A CONCRETE POST. <p> <h2>STATION RECOVERY (1952) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1952 MARK NOT FOUND. KS1064E 1175http://www.geocaching.com/mark/details.asp?PID=KS1064E 1175GeocacheGeocacheE 1175CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>E 1175</h1> <b> PID </b> KS1064 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> PENNINGTON (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 16 33. (N) 121 45 11. (W) SCALED <br> <b> NAVD 88 </b> 22.26 (+/-2cm) 73.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.77 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 678,660. </td><td> 2,021,310. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 21.549 (m) 70.70 (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: 10SFJ075481(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 1175 1961 <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>1961 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20050510</td><td>MARK NOT FOUND </td><td>CADWR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 4.6 MI W FROM LIVE OAK. 0.05 MILE NORTH ALONG CALIFORNIA STREET FROM THE U.S. POST OFFICE AT LIVE OAK, THENCE 4.55 MILES WEST ALONG PENNINGTON ROAD, 42 FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BRIDGE OVER AN IRRIGATION DITCH, 35 FEET NORTH OF THE CENTER LINE OF PENNNGTON ROAD, 14 FEET EAST OF THE CENTER OF A DIRT ROAD, 4 FEET SOUTH OF A POWER LINE POLE WITH TRANSFORMERS, 1 FOOT NORTH OF A FENCE AND STEEL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST ABOUT 0.7 FOOT BELOW THE GROUND. <p> <h2>STATION RECOVERY (2005) </h2> <p>RECOVERY NOTE BY CA DEPT OF WATER RES 2005 MARK NOT FOUND. KS1966E 1435http://www.geocaching.com/mark/details.asp?PID=KS1966E 1435GeocacheGeocacheE 1435NGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>E 1435</h1> <b> PID </b> KS1966 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 11 23. (N) 121 38 06. (W) SCALED <br> <b> NAVD 88 </b> 27.308 (meters) 89.59 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.05 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 27.292 (meters) 89.54 (feet) COMP <br> <b> MODELED GRAV</b> 980,039.7 (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> 669,130. </td><td> 2,031,530. </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: 10SFJ178387(NAD 83) <br>MARKER: DV = VERTICAL CONTROL DISK <br>SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE <br>SP_SET: ABUTMENT <br>STAMPING: E 1435 1988 <br>MARK LOGO: NGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1988 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>20040303</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 0.5 KM (0.30 MI) WESTERLY ALONG 7TH STREET FROM THE SOUTHERN PACIFIC RAILROAD STATION IN MARYSVILLE, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG E STREET, THENCE 2.6 KM (1.60 MI) WESTERLY ALONG STATE HIGHWAY 20, THENCE 5.6 KM (3.50 MI) NORTHERLY ALONG LIVE OAK BOULEVARD, THENCE 0.4 KM (0.25 MI) WEST ALONG EGER ROAD, OR 9.3 KM (5.80 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF ELM STREET IN LIVE OAK, THENCE 0.4 KM (0.25 MI) WEST ALONG EGER ROAD, IN THE SOUTH END OF THE EAST CONCRETE ABUTMENT SIDEWALK OF THE ROAD OVERPASS OF STATE HIGHWAY 99, 7.0 M (23.0 FT) WEST OF THE EAST END OF THE OVERPASS, 5.7 M (18.7 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 0.45 M (1.5 FT) NORTH OF THE SOUTH END OF THE ABUTMENT, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. AI6437E 1443http://www.geocaching.com/mark/details.asp?PID=AI6437E 1443GeocacheGeocacheE 1443NGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>E 1443</h1> <b> PID </b> AI6437 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER BUTTES (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 11 11. (N) 121 47 37. (W) SCALED <br> <b> NAVD 88 </b> 66.519 (meters) 218.24 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.88 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 66.483 (meters) 218.12 (feet) COMP <br> <b> MODELED GRAV</b> 980,090.8 (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 July 2002. No vertical observational check was made to the station. <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> 668,720. </td><td> 2,017,830. </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: 10SFJ041381(NAD 83) <br>MARKER: F = FLANGE-ENCASED ROD <br>SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) <br>STAMPING: E 1443 2000 <br>MARK LOGO: NGS <br>PROJECTION: FLUSH <br>MAGNETIC: I = MARKER IS A STEEL ROD <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - January 05, 2004 <br>ROD/PIPE-DEPTH: 9.1 meters <br>SLEEVE-DEPTH : 0.9 meters <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>2000 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>20040105</td><td>GOOD </td><td>CADWR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS) 0.4 KM (0.25 MI) EASTERLY ALONG NELSON STREET FROM THE POST OFFICE IN SUTTER, THENCE 1.5 KM (0.95 MI) NORTHERLY ALONG ACACIA AVENUE, THENCE 3.1 KM (1.90 MI) WESTERLY ALONG PASS ROAD, 26.2 M (86.0 FT) WEST OF THE CENTER OF A DRIVEWAY AT HOUSE NUMBER 9576, 13.1 M (43.0 FT) SOUTH OF THE ROAD CENTERLINE, 8.7 M (28.5 FT) SOUTHWEST OF A UTILITY POLE WITH 2 GUY CABLES, 8.0 M (26.2 FT) EAST OF THE CENTER OF A FIELD ENTRANCE ROAD AND GATE, 0.7 M (2.3 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS OF A CLASS A MARK. THE MONUMENT IS ON THE ROAD RIGHT-OF-WAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CA DEPT OF WATER RES 2004 (MSG) THENCE (1.9 MI.)WESTERLY ALONG PASS ROAD, IS INCORRECT. IT SHOULD BE THENCE (2.55 MI.)WESTERLY ALONG PASS ROAD. KS1078EASY Bhttp://www.geocaching.com/mark/details.asp?PID=KS1078EASY BGeocacheGeocacheEASY BCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>EASY B</h1> <b> PID </b> KS1078 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> PENNINGTON (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 16 37.39364(N) 121 49 41.66511(W) ADJUSTED <br> <b> NAVD 88 </b> 54.95 (+/-2cm) 180.3 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 1.99 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -28.76 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <b> VERT ORDER </b> SECOND CLASS 0 (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> 678,776.448 2</td><td>014,819.534</td><td> MT </td><td>0.99992029</td><td> +0 ' 06 29.8"</td></tr><tr><td>SPC CA 2 </td><td>2,226,952.40 6</td><td>610,287.09 </td><td> sFT </td><td>0.99992029</td><td> +0 ' 06 29.8"</td></tr><tr><td>UTM 10 </td><td>4,348,176.593 </td><td>601,069.256</td><td> MT </td><td>0.99972577</td><td> +0 ' 44 30.7"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99999589 x 0.99992029 = 0.99991618 <br> <b>UTM 10 </b> 0.99999589 x 0.99972577 = 0.99972166 <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> MEYERS </td><td>045° 29' 17.7"</td></tr><tr><td>UTM 10 </td><td> MEYERS </td><td>044° 51' 16.8"</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>KS1860</td><td>MEYERS </td><td>APPROX. 1.6 KM</td><td>045° 35' 47.5"</td></tr><tr><td>KS1862</td><td>PENNINGTON PTT MICROWAVE TOWER </td><td>APPROX. 1.6 KM</td><td>046° 20' 14.4"</td></tr><tr><td>KS1079</td><td>EASY B RM 1 </td><td> 7.572 METERS</td><td>091° 20' </td></tr><tr><td>KS1075</td><td>FOX B </td><td>375.431 METERS</td><td>202° 06' </td></tr><tr><td>KS1080</td><td>EASY B RM 2 </td><td> 16.662 METERS</td><td>330° 48' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 16 37.38193(N) 121 49 41.65951(W) AD(1984.00) 3 <br> NGVD 29 (??/??/??) 54.224 (m) 177.90 (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: 10SFJ0106948177(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: EASY B 1961 <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>1961 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 12.3 MI W FROM LIVE OAK. 12.05 MILES WEST ALONG PENNINGTON ROAD AND NORTH BUTTE ROAD FROM THE BANK OF AMERICA AT LIVE OAK, THENCE 0.25 MILE NORTHERLY ALONG A DIRT ROAD, ON A KNOLL OVERLOOKING U.S. AIR FORCE SM 68 COMPLEX 1-B MISSILE SITE, 40 FEET SOUTH OF AN 8-INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE, 2.8 FEET NORTHWEST OF A STEEL WITNESS POST AND SET IN THE TOP OF AN 11-INCH SQUARE CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND. KS1079EASY B RM 1http://www.geocaching.com/mark/details.asp?PID=KS1079EASY B RM 1GeocacheGeocacheEASY B RM 1CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>EASY B RM 1</h1> <b> PID </b> KS1079 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> PENNINGTON (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 16 38. (N) 121 49 41. (W) SCALED <br> <b> NAVD 88 </b> 54.19 (+/-2cm) 177.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.76 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 678,800. </td><td> 2,014,840. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 53.470 (m) 175.43 (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: 10SFJ010481(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: BOULDER <br>STAMPING: EASY B NO 1 1961 <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>1961 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 12.3 MI W FROM LIVE OAK. 12.05 MILES WEST ALONG PENNINGTON ROAD AND NORTH BUTTE ROAD FROM THE BANK OF AMERICA AT LIVE OAK, THENCE 0.25 MILE NORTHERLY ALONG A DIRT ROAD, ON A KNOLL OVERLOOKING U.S. AIR FORCE SM 68 COMPLEX 1-B TO THE SOUTH, 42 FEET SOUTHEAST OF AN 8-INCH OAK TREE WITH A TRAINGULAR BLAZE ON THE SOUTH SIDE, 24.8 FEET EAST OF TRIANGULATION STATION EASY B, 2 FEET EAST OF A STEEL WITNESS POST AND CEMENTED IN A DRILL HOLE IN A BOULDER PROJECTING 0.5 FOOT. KS1080EASY B RM 2http://www.geocaching.com/mark/details.asp?PID=KS1080EASY B RM 2GeocacheGeocacheEASY B RM 2CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>EASY B RM 2</h1> <b> PID </b> KS1080 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> PENNINGTON (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 16 32. (N) 121 49 41. (W) SCALED <br> <b> NAVD 88 </b> 54.74 (+/-2cm) 179.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.76 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 678,610. </td><td> 2,014,840. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 54.016 (m) 177.22 (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: 10SFJ010480(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: BOULDER <br>STAMPING: EASY B NO 2 1961 <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>1961 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 12.3 MI W FROM LIVE OAK. 12.05 MILES WEST ALONG PENNINGTON ROAD AND NORTH BUTTE ROAD FROM THE BANK OF AMERICA AT LIVE OAK, THENCE 0.25 MILE NORTHERLY ALONG A DIRT ROAD, ON A KNOLL OVERLOOKING U.S. AIR FORCE SM 68 COMPLEX 1-B MISSILE SITE TO THE SOUTH, 54.7 FEET NORTH-NORTHWEST OF TRIANGULATION STATION EASY B, 36 FEET WEST-NORTHWEST OF AN 8-INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE, 3.3 FEET EAST OF A STEEL WITNESS POST AND CEMENTED IN A DRILL HOLE IN A 6 BY 4 FOOT BOULDER PROJECTING 1.5 FEET. KS1848EDDYS FERRY PG AND E RIV E MSThttp://www.geocaching.com/mark/details.asp?PID=KS1848EDDYS FERRY PG AND E RIV E MSTGeocacheGeocacheEDDYS FERRY PG AND E RIV E MSTCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>EDDYS FERRY PG AND E RIV E MST</h1> <b> PID </b> KS1848 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> TISDALE WEIR (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 04 04.01044(N) 121 52 11.72995(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 5.08 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.41 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p> <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 655,539.197 2</td><td>011,256.208</td><td> MT </td><td>0.99991472</td><td> +0 ' 04 55.2"</td></tr><tr><td>SPC CA 2 </td><td>2,150,714.85 6</td><td>598,596.41 </td><td> sFT </td><td>0.99991472</td><td> +0 ' 04 55.2"</td></tr><tr><td>UTM 10 </td><td>4,324,905.989 </td><td>597,763.064</td><td> MT </td><td>0.99971768</td><td> +0 ' 42 44.2"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 04 04.00073(N) 121 52 11.72353(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 39 04 04.38400(N) 121 52 07.84300(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: 10SEJ9776324906(NAD 83) <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1939 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) LOCATED ON BOTH EAST AND WEST BANKS OF THE SACRAMENTO RIVER AT EDDYS FERRY, ABOUT 1 MILE SOUTHEAST OF THE TOWN OF GRIMES. <p>THESE MASTS ARE STEEL POLES ABOUT 125 FEET HIGH, HAVE A CROSS ARM AT THE TOP AND SERVE AS POLES FOR THE RIVER CROSSING OF THE PACIFIC GAS AND ELECTRIC CO. POWER-LINE. <p>(FOR PURPOSE OF IDENTIFICATION, THE WEST MAST IS DESIGNATED AS NO. 7 AND THE EAST MAST AS NO. 8. THESE NUMBERS GIVEN BY TRIANGULATION PARTY). <p>OBJECT OBSERVED ON WAS CENTER OF TOP OF MASTS. KS0953F 114http://www.geocaching.com/mark/details.asp?PID=KS0953F 114GeocacheGeocacheF 114CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>F 114</h1> <b> PID </b> KS0953 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER BUTTES (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 25. (N) 121 46 36. (W) SCALED <br> <b> NAVD 88 </b> 18.34 (+/-2cm) 60.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.00 (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> 665,450. </td><td> 2,019,300. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 17.625 (m) 57.82 (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: 10SFJ056349(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: 57.772 F 114 1932 <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 03, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1932 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1934 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1987 </td><td>SEE DESCRIPTION </td><td>USPSQD</td></tr><tr><td>20040303</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 1.8 MI W FROM SUTTER. 1.8 MILES WEST ALONG SOUTH BUTTE ROAD (OLD STATE HIGHWAY 20) FROM SUTTER, SUTTER COUNTY, ABOUT 1/4 MILE EAST OF THE JUNCTION OF WYNECOOP ROAD LEADING SOUTH TO STATE HGIHWAY 20, AT A LARGE WHITE RANCH HOUSE WITH TWO PALM TREES IN THE YARD AND A WINDMILL ON A WHITE TOWER TO THE WEST OF IT, 34 FEET SOUTH OF THE CENTERLINE OF THE ROAD, OPPOSITE THE FRONT DOOR OF THE HOUSE, 6 FEET EAST OF A BOARD GATE TO A CHERRY ORCHARD, AND AT A FENCE LINE. A STANDARD DISK, STAMPED 57.772 F 114 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES ABOVE GROUND. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (DME) RECOVERED AS DESCRIBED. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS1065F 1175http://www.geocaching.com/mark/details.asp?PID=KS1065F 1175GeocacheGeocacheF 1175CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>F 1175</h1> <b> PID </b> KS1065 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> PENNINGTON (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 16 31. (N) 121 46 16. (W) SCALED <br> <b> NAVD 88 </b> 24.50 (+/-2cm) 80.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.76 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 678,590. </td><td> 2,019,750. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 23.787 (m) 78.04 (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: 10SFJ060480(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 1175 1961 <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 12, 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>20040312</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 5.6 MI W FROM LIVE OAK. 0.05 MILE NORTH ALONG CALIFORNIA STREET FROM THE U.S. POST OFFICE AT LIVE OAK, THENCE 5.55 MILES WEST ALONG PENNINGTON ROAD, 39 FEET EAST OF THE CENTER OF THE DRIVEWAY TO THE FEATHER RIVER HATCHERY, 56 FEET SOUTH OF THE CENTER LINE OF PENNINGTON ROAD, 3 FEET SOUTHEAST OF A POWER LINE POLE, 2 FEET WEST OF A STEEL WITNESS POST, 1 FOOT NORTH OF A FENCE 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. KS1968F 1435http://www.geocaching.com/mark/details.asp?PID=KS1968F 1435GeocacheGeocacheF 1435NGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>F 1435</h1> <b> PID </b> KS1968 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> YUBA CITY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 40. (N) 121 37 23. (W) SCALED <br> <b> NAVD 88 </b> 19.905 (meters) 65.31 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.13 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 19.893 (meters) 65.27 (feet) COMP <br> <b> MODELED GRAV</b> 980,035.1 (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> 665,960. </td><td> 2,032,580. </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: 10SFJ189355(NAD 83) <br>MARKER: F = FLANGE-ENCASED ROD <br>SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: STAINLESS STEEL ROD <br>STAMPING: F 1435 1988 <br>MARK LOGO: NGS <br>PROJECTION: RECESSED 10 CENTIMETERS <br>MAGNETIC: I = MARKER IS A STEEL ROD <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 30, 2000 <br>ROD/PIPE-DEPTH: 3.2 meters <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1988 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>20000330</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 0.5 KM (0.30 MI) WESTERLY ALONG 7TH STREET FROM THE SOUTHERN PACIFIC RAILROAD STATION IN MARYSVILLE, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG E STREET, THENCE 2.6 KM (1.60 MI) WESTERLY ALONG STATE HIGHWAY 20, THENCE 2.2 KM (1.35 MI) NORTHERLY ALONG LIVE OAK BOULEVARD, 9.5 M (31.2 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE BOULEVARD, 3.4 M (11.2 FT) WEST OF THE WEST CURB OF THE BOULEVARD, 1.0 M (3.3 FT) NORTH OF THE WEST LEG OF A YUBA CITY COMMUNITY ORGANIZATIONS SIGN, 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. <p> <h2>STATION RECOVERY (2000) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS) 1.2 KM (0.75 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE HIGHWAY 99 IN YUBA CITY, THENCE 2.2 KM (1.35 MI) NORTHERLY ALONG LIVE OAK BOULEVARD, 9.5 M (31.2 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE BOULEVARD, 3.4 M (11.2 FT) WEST OF THE WEST CURB OF THE BOULEVARD, 1.0 M (3.3 FT) NORTH OF THE WEST LEG OF A SIGN (YUBA CITY COMMUNITY ORGANIZATIONS), 0.3 M (1.0 FT) EAST OF A WITNESS POST, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE MONUMENT IS ON THE BOULEVARD RIGHT-OF-WAY. AI6436F 1443http://www.geocaching.com/mark/details.asp?PID=AI6436F 1443GeocacheGeocacheF 1443NGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>F 1443</h1> <b> PID </b> AI6436 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER BUTTES (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 11 10. (N) 121 46 18. (W) SCALED <br> <b> NAVD 88 </b> 50.943 (meters) 167.14 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.90 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 50.915 (meters) 167.04 (feet) COMP <br> <b> MODELED GRAV</b> 980,085.7 (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 July 2002. No vertical observational check was made to the station. <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> 668,690. </td><td> 2,019,730. </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: 10SFJ060381(NAD 83) <br>MARKER: F = FLANGE-ENCASED ROD <br>SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) <br>STAMPING: F 1443 2000 <br>MARK LOGO: NGS <br>PROJECTION: FLUSH <br>MAGNETIC: I = MARKER IS A STEEL ROD <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - 2000 <br>ROD/PIPE-DEPTH: 6.1 meters <br>SLEEVE-DEPTH : 0.9 meters <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>2000 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>20040105</td><td>GOOD </td><td>CADWR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS) 0.4 KM (0.25 MI) EASTERLY ALONG NELSON STREET FROM THE POST OFFICE IN SUTTER, THENCE 1.5 KM (0.95 MI) NORTHERLY ALONG ACACIA AVENUE, THENCE 1.5 KM (0.95 MI) WESTERLY ALONG PASS ROAD, 13.8 M (45.3 FT) SOUTH OF THE ROAD CENTERLINE, 3.2 M (10.5 FT) EAST OF THE NORTHWEST LEG OF A HIGHLINE TOWER, 1.0 M (3.3 FT) EAST OF THE MOST EASTERLY OF 2 CONCRETE GUARD POSTS, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE ROAD, AND O.3 M NORTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS OF A CLASS A MARK. THE MONUMENT IS ON THE ROAD RIGHT-OF-WAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CA DEPT OF WATER RES 2004 (MSG) THENCE (0.95MI.)WESTERLY ALONG PASS ROAD, IS INCORRECT. IT SHOULD BE THENCE (1.37 MI.)WESTERLY ALONG PASS ROAD. KS0906F 18http://www.geocaching.com/mark/details.asp?PID=KS0906F 18GeocacheGeocacheF 18CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>F 18</h1> <b> PID </b> KS0906 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> GRIDLEY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 18 18. (N) 121 40 21. (W) SCALED <br> <b> NAVD 88 </b> 26.649 (meters) 87.43 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.71 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 26.634 (meters) 87.38 (feet) COMP <br> <b> MODELED GRAV</b> 980,054.8 (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> 681,920. </td><td> 2,028,250. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 25.955 (m) 85.15 (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: 10SFJ144514(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 85.033 FEET F18 1919 <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>1919 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040312</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 2 MI NW FROM LIVE OAK. ABOUT 2.0 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT LIVE OAK, SUTTER COUNTY, OPPOSITE RAILROAD CULVERT 153 D, AT THE SOUTHWEST CORNER OF A HIGHWAY CULVERT OVER AN IRRIGATION CANAL, IN THE UPPER HORIZONTAL SURFACE OF THE SIDE WALL, AND ABOUT 3 FEET HIGHER THAN THE ROAD. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS0907F 18 RESEThttp://www.geocaching.com/mark/details.asp?PID=KS0907F 18 RESETGeocacheGeocacheF 18 RESETCADHCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>F 18 RESET</h1> <b> PID </b> KS0907 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> GRIDLEY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 18 18. (N) 121 40 22. (W) SCALED <br> <b> NAVD 88 </b> 26.841 (meters) 88.06 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.71 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 26.826 (meters) 88.01 (feet) COMP <br> <b> MODELED GRAV</b> 980,054.8 (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> 681,920. </td><td> 2,028,220. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 26.149 (m) 85.79 (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: 10SFJ144514(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: F 18 1919 RESET 1949 <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 12, 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>CADH</td></tr><tr><td>1950 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19880808</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040312</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1950 2 MI N FROM LIVE OAK. ABOUT 2 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT LIVE OAK, OPPOSITE RAILROAD CULVERT 153 D, AT HIGHWAY BRIDGE 12-102, AND IN THE TOP OF THE SOUTH END OF THE WEST END WALL. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 3.7 KM (2.30 MI) NORTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF ELM STREET IN LIVE OAK, IN THE SOUTH END OF THE WEST HEADWALL OF STATE HIGHWAY 99 BRIDGE NUMBER 12-102, 18.2 M (59.7 FT) EAST OF THE NEAR RAIL, 6.4 M (21.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS1075FOX Bhttp://www.geocaching.com/mark/details.asp?PID=KS1075FOX BGeocacheGeocacheFOX BCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>FOX B</h1> <b> PID </b> KS1075 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> PENNINGTON (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 16 26.11447(N) 121 49 47.55873(W) ADJUSTED <br> <b> NAVD 88 </b> 60.11 (+/-2cm) 197.2 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 2.20 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -28.76 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <b> VERT ORDER </b> SECOND CLASS 0 (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> 678,428.371 2</td><td>014,678.934</td><td> MT </td><td>0.99992011</td><td> +0 ' 06 26.1"</td></tr><tr><td>SPC CA 2 </td><td>2,225,810.41 6</td><td>609,825.80 </td><td> sFT </td><td>0.99992011</td><td> +0 ' 06 26.1"</td></tr><tr><td>UTM 10 </td><td>4,347,827.051 </td><td>600,932.540</td><td> MT </td><td>0.99972543</td><td> +0 ' 44 26.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99999508 x 0.99992011 = 0.99991519 <br> <b>UTM 10 </b> 0.99999508 x 0.99972543 = 0.99972051 <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> SINGH </td><td>331° 25' 17.5"</td></tr><tr><td>UTM 10 </td><td> SINGH </td><td>330° 47' 16.8"</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>KS1077</td><td>FOX B RM 1 </td><td> 15.700 METERS</td><td>003° 09' </td></tr><tr><td>KS1078</td><td>EASY B </td><td>375.431 METERS</td><td>022° 06' </td></tr><tr><td>KS1862</td><td>PENNINGTON PTT MICROWAVE TOWER </td><td>APPROX. 2.0 KM</td><td>041° 49' 37.9"</td></tr><tr><td>KS1076</td><td>FOX B RM 2 </td><td> 30.666 METERS</td><td>310° 20' </td></tr><tr><td>KS1072</td><td>SINGH </td><td>APPROX. 1.3 KM</td><td>331° 31' 43.6"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 16 26.10277(N) 121 49 47.55312(W) AD(1984.00) 3 <br> NGVD 29 (??/??/??) 59.387 (m) 194.84 (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: 10SFJ0093347827(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: FOX B 1961 <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>1961 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 12 MI W FROM LIVE OAK. 12 MILES WEST ON PENNINGTON ROAD FROM THE BANK OF AMERICA AT THE INTERSECTION OF PENNINGTON AND U.S. HIGHWAY 99 E, THENCE FROM THE MISSILE SITE ENTRANCE, 0.5 MILE SOUTH, 4.6 FEET NORTHEAST OF NORTHWEST SOUTHWEST SECURITY FENCE, 2.1 FEET EAST OF METAL POST, 51.1 FEET SOUTH OF REFERENCE MARK NUMBER ONE, AND IS SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. KS1077FOX B RM 1http://www.geocaching.com/mark/details.asp?PID=KS1077FOX B RM 1GeocacheGeocacheFOX B RM 1CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>FOX B RM 1</h1> <b> PID </b> KS1077 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> PENNINGTON (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 16 27. (N) 121 49 37. (W) SCALED <br> <b> NAVD 88 </b> 59.69 (+/-2cm) 195.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.76 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 678,460. </td><td> 2,014,930. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 58.965 (m) 193.45 (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: 10SFJ011478(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: FOX B NO 1 1961 <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>1961 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 12 MI W FROM LIVE OAK. 12 MILES WEST OF PENNINGTON ROAD FROM THE BANK OF AMERICA AT THE INTERSECTION OF PENNINGTON ROAD AND U.S. HIGHWAY 99 E, THENCE FROM MISSILE SITE ENTRANCE 0.5 MILE SOUTH, 51.5 FEET NORTH OF FOX B, 46.6 FEET NORTHEAST OF THE SRCURITY FENCE, SURROUNDED BY THREE METAL WITNESS POSTS, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. KS1076FOX B RM 2http://www.geocaching.com/mark/details.asp?PID=KS1076FOX B RM 2GeocacheGeocacheFOX B RM 2CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>FOX B RM 2</h1> <b> PID </b> KS1076 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> PENNINGTON (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 16 27. (N) 121 49 37. (W) SCALED <br> <b> NAVD 88 </b> 57.76 (+/-2cm) 189.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.76 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 678,460. </td><td> 2,014,930. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 57.040 (m) 187.14 (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: 10SFJ011478(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: FOX B NO 2 1961 <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>1961 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 12 MI W FROM LIVE OAK. 12 MILES WEST ON PENNINGTON ROAD FROM THE BANK OF AMERICA AT THE INTERSECTION OF PENNINGTON ROAD AND U.S. HIGHWAY 99 E, THENCE FROM THE MISSILE SITE ENTRANCE, 0.5 MILE SOUTH, 100.6 FEET NORTHWEST OF FOX B, 5.8 FEET NORTHEAST OF THE SECURITY FENCE, 2.8 FEET SOUTHWEST, AND 1.6 NORTHEAST OF METAL WITNESS POSTS, AND IS SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. KS0955G 114http://www.geocaching.com/mark/details.asp?PID=KS0955G 114GeocacheGeocacheG 114CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>G 114</h1> <b> PID </b> KS0955 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER BUTTES (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 08 57. (N) 121 45 12. (W) SCALED <br> <b> NAVD 88 </b> 16.95 (+/-2cm) 55.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.04 (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> 664,600. </td><td> 2,021,320. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 16.238 (m) 53.27 (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: 10SFJ077340(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: 53.222 G 114 1932 <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 12, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1932 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1934 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1987 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040312</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 AT SUTTER. AT SUTTER, SUTTER COUNTY, IN THE SOUTH PART OF TOWN, ON THE SACRAMENTO NORTHERN RAILWAY, 120 FEET EAST OF THE STATION, 31 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AT THE NORTH END OF A GATE, AND AT THE RIGHT-OF-WAY FENCE LINE. A STANDARD DISK, STAMPED 53.222 G 114 1932 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND. <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 CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. DG5903G 114 RESEThttp://www.geocaching.com/mark/details.asp?PID=DG5903G 114 RESETGeocacheGeocacheG 114 RESETPG+ENGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>G 114 RESET</h1> <b> PID </b> DG5903 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER BUTTES (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 08 57. (N) 121 45 12. (W) SCALED <br> <b> NAVD 88 </b> 16.70 (+/-2cm) 54.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.04 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 664,600. </td><td> 2,021,320. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (08/19/04) 15.98 (m) 52.4 (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: 10SFJ077340(NAD 83) <br>MARKER: DV = VERTICAL CONTROL DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: G 114 RESET 2000 52.44 ELEV <br>MARK LOGO: NGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>2000 </td><td>MONUMENTED </td><td>PG+E</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY PACIFIC GAS AND ELECTRIC COMPANY 2000 (DD) FROM THE INTERSECTION OF HIGHWAY 99 AND HIGHWAY 20 AT YUBA CITY, WEST 4.0 MILES, THEN NORTH FROM THE INTERSECTION OF ACACIA ROAD AND HIGHWAY 20 2627 FEET. 33.3 FEET EAST OF THE CENTERLINE OF ACACIA ROAD, 12.5 FEET SOUTH OF AN EAST/WEST POWERLINE. A STANDARD DISK SET IN A 12 INCH DIAMETER CONCRETE FILLED PIPE. KS1066G 1175http://www.geocaching.com/mark/details.asp?PID=KS1066G 1175GeocacheGeocacheG 1175CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>G 1175</h1> <b> PID </b> KS1066 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> PENNINGTON (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 17 12. (N) 121 47 03. (W) SCALED <br> <b> NAVD 88 </b> 28.30 (+/-2cm) 92.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.74 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 679,850. </td><td> 2,018,620. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 27.584 (m) 90.50 (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: 10SFJ048492(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 1175 1961 <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 12, 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>20040312</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 6.8 MI W FROM LIVE OAK. 0.05 MILE NORTH ALONG CALIFORNIA STREET FROM THE U.S. POST OFFICE AT LIVE OAK, THENCE 6.8 MILES WEST ALONG PENNINGTON ROAD AND NORTH BUTTE ROAD, 91 FEET SOUTH OF THE CENTER LINE OF NORTH BUTTE ROAD, 9 FEET EAST OF THE CENTER OF A TRACK ROAD, 3 FEET NORTHEAST OF A FENCE CORENR, 2 FEET WEST OF A STEEL 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) RECOVERED IN GOOD CONDITION. KS1967G 1435http://www.geocaching.com/mark/details.asp?PID=KS1967G 1435GeocacheGeocacheG 1435NGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>G 1435</h1> <b> PID </b> KS1967 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> YUBA CITY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 10 19. (N) 121 37 27. (W) SCALED <br> <b> NAVD 88 </b> 20.101 (meters) 65.95 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.10 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 20.089 (meters) 65.91 (feet) COMP <br> <b> MODELED GRAV</b> 980,036.4 (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> 667,160. </td><td> 2,032,480. </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: 10SFJ188367(NAD 83) <br>MARKER: F = FLANGE-ENCASED ROD <br>SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: STAINLESS STEEL ROD <br>STAMPING: G 1435 1988 <br>MARK LOGO: NGS <br>PROJECTION: FLUSH <br>MAGNETIC: I = MARKER IS A STEEL ROD <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004 <br>ROD/PIPE-DEPTH: 5.9 meters <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1988 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>20000330</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040312</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 0.5 KM (0.30 MI) WESTERLY ALONG 7TH STREET FROM THE SOUTHERN PACIFIC RAILROAD STATION IN MARYSVILLE, THENCE 0.4 KM (0.25 MI) NORTHERLY ALONG E STREET, THENCE 2.6 KM (1.60 MI) WESTERLY ALONG STATE HIGHWAY 20, THENCE 3.5 KM (2.15 MI) NORTHERLY ALONG LIVE OAK BOULEVARD, 69.0 M (226.4 FT) NORTH OF THE EXTENDED CENTER OF PEASE ROAD, 15.0 M (49.2 FT) WEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 12.5 M (41.0 FT) EAST OF THE CENTER OF THE BOULEVARD, 1.1 M (3.6 FT) NORTH OF A UTILITY POLE WITH A GUY WIRE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE BOULEVARD, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. <p> <h2>STATION RECOVERY (2000) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS) 1.2 KM (0.75 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE HIGHWAY 99 IN YUBA CITY, THENCE 3.5 KM (2.15 MI) NORTHERLY ALONG LIVE OAK BOULEVARD, 69.0 M (226.4 FT) NORTH OF THE EXTENDED CENTER OF PEASE ROAD, 15.0 M (49.2 FT) WEST OF THE NEAR RAIL OF THE SOUTHERN PACIFIC RAILROAD, 12.5 M (41.0 FT) EAST OF THE BOULEVARD CENTERLINE, 1.1 M (3.6 FT) NORTH OF A UTILITY POLE WITH A GUY CABLE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE BOULEVARD, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS POST. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE MONUMENT IS ON THE BOULEVARD RIGHT-OF-WAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. AI6435G 1443http://www.geocaching.com/mark/details.asp?PID=AI6435G 1443GeocacheGeocacheG 1443NGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>G 1443</h1> <b> PID </b> AI6435 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 10 14. (N) 121 39 43. (W) SCALED <br> <b> NAVD 88 </b> 18.215 (meters) 59.76 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.09 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 18.204 (meters) 59.72 (feet) COMP <br> <b> MODELED GRAV</b> 980,047.4 (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 July 2002. No vertical observational check was made to the station. <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> 666,990. </td><td> 2,029,210. </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: 10SFJ155365(NAD 83) <br>MARKER: F = FLANGE-ENCASED ROD <br>SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) <br>STAMPING: G 1443 2000 <br>MARK LOGO: NGS <br>PROJECTION: FLUSH <br>MAGNETIC: I = MARKER IS A STEEL ROD <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004 <br>ROD/PIPE-DEPTH: 4.9 meters <br>SLEEVE-DEPTH : 0.9 meters <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>2000 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>20040312</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 2000 (GAS) 1.2 KM (0.75 MI) EASTERLY ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF STATE HIGHWAY 99 IN YUBA CITY, THENCE 3.4 KM (2.10 MI) NORTHERLY ALONG LIVE OAK BOULEVARD, THENCE 3.3 KM (2.05 MI) WESTERLY ALONG PEASE ROAD, 46.1 M (151.2 FT) EAST OF THE CENTERLINE OF TIERRA BUENA ROAD, 7.9 M (25.9 FT) SOUTH OF THE CENTERLINE OF THE ROAD, 4.5 M (14.8 FT) WEST OF THE NORTHWEST CORNER OF A SUBSTATION, 0.6 M (2.0 FT) WEST OF A UTILITY POLE WITH A GUY CABLE, 0.4 NORTH OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE MONUMENT IS ON THE ROAD RIGHT-OF-WAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS1841GAShttp://www.geocaching.com/mark/details.asp?PID=KS1841GASGeocacheGeocacheGASCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>GAS</h1> <b> PID </b> KS1841 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER BUTTES (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 09 46.39143(N) 121 48 48.50147(W) ADJUSTED <br> <b> NAVD 88 </b> 79.6 (meters) 261. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 1.77 (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> 666,105.215 2</td><td>016,119.710</td><td> MT </td><td>0.99991560</td><td> +0 ' 07 03.4"</td></tr><tr><td>SPC CA 2 </td><td>2,185,380.19 6</td><td>614,552.75 </td><td> sFT </td><td>0.99991560</td><td> +0 ' 07 03.4"</td></tr><tr><td>UTM 10 </td><td>4,335,522.896 </td><td>602,508.998</td><td> MT </td><td>0.99972938</td><td> +0 ' 44 57.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99999205 x 0.99991560 = 0.99990766 <br> <b>UTM 10 </b> 0.99999205 x 0.99972938 = 0.99972144 <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> GAS AZ MK </td><td>183° 34' 34.1"</td></tr><tr><td>UTM 10 </td><td> GAS AZ MK </td><td>182° 56' 39.7"</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>DB7329</td><td>GAS RM 1 </td><td> 13.536 METERS</td><td>173° 40' </td></tr><tr><td>DB7328</td><td>GAS AZ MK </td><td> </td><td>183° 41' 37.5"</td></tr><tr><td>DB7330</td><td>GAS RM 2 </td><td> 9.859 METERS</td><td>261° 17' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 09 46.38046(N) 121 48 48.49507(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 09 46.76881(N) 121 48 44.59972(W) AD( ) 2 <br> NGVD 29 (07/19/86) 78.9 (m) 259. (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: 10SFJ0250935523(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1972 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1972 (MLS) THE STATION IS LOCATED ABOUT 3.5 MILES WEST OF SUTTER AND ABOUT 5.6 MILES NORTHEAST OF MERIDIAN. <p>TO REACH FROM THE U.S. POST OFFICE IN SUTTER, GO SOUTH ON CALIFORNIA STREET, 0.2 MILE TO SOUTH BUTTE ROAD, TURN RIGHT ON SOUTH BUTTE ROAD AND GO 3.4 MILES TO A GATE ON RIGHT, TURN RIGHT ON GRAVELED ROAD THROUGH GATE AND FOLLOW ROAD 0.3 MILE TO SECOND GATE, GO THROUGH GATE AND CONTINUE ON ROAD 0.25 MILE TO THIRD GATE, GO THROUGH GATE AND FOLLOW ROAD 0.25 MILE TO DIM ROAD ON LEFT, TURN LEFT ON DIM ROAD AND BEAR LEFT ALONG ROAD 0.1 MILE TO SOUTH END OF LEVELED OFF AREA AND STATION ON LARGE BOULDER 100 FEET SOUTH OF ROAD. <p>STATION MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED GAS 1972, SET IN LARGE BOULDER. <p>REFERENCE MARK 1 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED GAS RM NO. 1 1972, SET IN ROCK, 3.0 FEET LOWER THAN STATION. <p>REFERENCE MARK 2 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED GAS RM NO. 2 1972, SET IN ROCK, 3.0 FEET LOWER THAN STATION. <p>AZIMUTH MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED GAS AZIMUTH MARK 1972, SET IN CONCRETE POST, 28.8 FEET NORTH OF THE CENTER LINE OF SOUTH BUTTE ROAD, 1.7 FEET SOUTH OF FENCE LINE, 9.6 FEET WEST OF TELEPHONE POLE 418. <p>TO REACH AZIMUTH MARK FROM GATE ON SOUTH BUTTE ROAD, GO WEST ON SOUTH BUTTE ROAD 0.2 MILE TO AZIMUTH MARK ON RIGHT. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.27 METERS. KS0957H 114 RESET 1970http://www.geocaching.com/mark/details.asp?PID=KS0957H 114 RESET 1970GeocacheGeocacheH 114 RESET 1970NGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>H 114 RESET 1970</h1> <b> PID </b> KS0957 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 08 31. (N) 121 43 34. (W) SCALED <br> <b> NAVD 88 </b> 15.93 (+/-2cm) 52.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.09 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 663,800. </td><td> 2,023,680. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 15.22 (m) 49.9 (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: 10SFJ100333(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br>STAMPING: H 114 RESET 1970 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1970 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>1987 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040312</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 2 MI E FROM SUTTER. ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY 20 FROM SUTTER, IN THE SOUTHEAST CORNER OF THE INTERSECTION OF HUMPHERY ROAD, 39 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE PIPE SIPHON. <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 CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS1067H 1175http://www.geocaching.com/mark/details.asp?PID=KS1067H 1175GeocacheGeocacheH 1175CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>H 1175</h1> <b> PID </b> KS1067 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> PENNINGTON (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 17 37. (N) 121 47 48. (W) SCALED <br> <b> NAVD 88 </b> 25.52 (+/-2cm) 83.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.73 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 680,620. </td><td> 2,017,540. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 24.805 (m) 81.38 (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: 10SFJ037500(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: H 1175 1961 <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>1961 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20040312</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 7.7 MI W FROM LIVE OAK. 0.05 MILE NORTH ALONG CALIFORNIA STREET FROM THE U.S. POST OFFICE AT LIVE OAK, THENCE 7.65 MILES WEST ALONG PENNINGTON ROAD AND NORTH BUTTE ROAD, 37 FEET SOUTH OF THE CENTER LINE OF NORTH BUTTE ROAD, 2 1/2 FEET SOUTH OF A POWER LINE POLE, 2 FEET WEST OF A STEEL WITNESS POST, 1 FOOT NORTH OF A FENCE 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. KS1969H 1435http://www.geocaching.com/mark/details.asp?PID=KS1969H 1435GeocacheGeocacheH 1435NGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>H 1435</h1> <b> PID </b> KS1969 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> YUBA CITY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 07. (N) 121 37 15. (W) SCALED <br> <b> NAVD 88 </b> 18.817 (meters) 61.74 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.16 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 18.805 (meters) 61.70 (feet) COMP <br> <b> MODELED GRAV</b> 980,033.7 (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> 664,940. </td><td> 2,032,770. </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: 10SFJ191345(NAD 83) <br>MARKER: F = FLANGE-ENCASED ROD <br>SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: STAINLESS STEEL ROD <br>STAMPING: H 1435 <br>MARK LOGO: NGS <br>PROJECTION: FLUSH <br>MAGNETIC: I = MARKER IS A STEEL ROD <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004 <br>ROD/PIPE-DEPTH: 6.7 meters <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1988 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>20000330</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040312</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 IN YUBA CITY, AT THE INTERSECTION OF QUEENS AVENUE AND LIVE OAK BOULEVARD, 22.1 M (72.5 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE BOULEVARD, 10.4 M (34.1 FT) NORTH OF THE CENTER OF THE AVENUE, 2.6 M (8.5 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 0.9 M (3.0 FT) WEST OF A FIRE HYDRANT, 0.7 M (2.3 FT) NORTH OF THE NORTH CURB OF THE AVENUE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE AVENUE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. <p> <h2>STATION RECOVERY (2000) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS) IN YUBA CITY, AT THE INTERSECTION OF QUEENS AVENUE AND LIVE OAK BOULEVARD, 22.1 M (72.5 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE BOULEVARD, 10.4 M (34.1 FT) NORTH OF THE AVENUE CENTER, 2.6 M (8.5 FT) SOUTH OF THE SOUTH EDGE OF A SIDEWALK, 0.9 M (3.0 FT) WEST OF A FIRE HYDRANT, 0.7 M (2.3 FT) NORTH OF THE NORTH CURB OF THE AVENUE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE AVENUE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE MONUMENT IS ON THE AVENUE RIGHT-OF-WAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS0911H 18http://www.geocaching.com/mark/details.asp?PID=KS0911H 18GeocacheGeocacheH 18CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>H 18</h1> <b> PID </b> KS0911 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 14 23. (N) 121 38 55. (W) SCALED <br> <b> NAVD 88 </b> 23.968 (meters) 78.64 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.90 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 23.954 (meters) 78.59 (feet) COMP <br> <b> MODELED GRAV</b> 980,044.5 (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> 674,680. </td><td> 2,030,330. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 23.274 (m) 76.36 (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: 10SFJ166442(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: 76.266 FEET H18 1919 <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>1919 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1948 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040312</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1948 0.8 MI SE FROM SUNSET. ABOUT 3/4 MILE SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT SUNSET, SUTTER COUNTY, OPPOSITE RAILROAD CULVERT 149 A, AT THE SOUTHWEST CORNER OF HIGHWAY CULVERT 433 + 10 OVER AN IRRIGATION CANAL, IN THE UPPER HORIZONTAL SURFACE OF THE SIDE WALL, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS1965H 18 RESEThttp://www.geocaching.com/mark/details.asp?PID=KS1965H 18 RESETGeocacheGeocacheH 18 RESETCADHNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>H 18 RESET</h1> <b> PID </b> KS1965 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 14 24. (N) 121 38 55. (W) SCALED <br> <b> NAVD 88 </b> 23.937 (meters) 78.53 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.90 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 23.923 (meters) 78.49 (feet) COMP <br> <b> MODELED GRAV</b> 980,044.5 (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> 674,710. </td><td> 2,030,330. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (08/19/04) 23.25 (m) 76.3 (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: 10SFJ166442(NAD 83) <br>MARKER: DV = VERTICAL CONTROL DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>STAMPING: H 18 RESET 1981 <br>MARK LOGO: NGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1981 </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>19880808</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040312</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 3.9 KM (2.40 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF ELM STREET IN LIVE OAK, IN THE SOUTHEAST END OF THE EAST HEADWALL OF A CONCRETE CULVERT SPANNING THE SUTTER BUTTE IRRIGATION CANAL, 27.4 M (89.9 FT) EAST OF THE NEAR RAIL, 18.0 M (59.1 FT) EAST OF THE CENTERLINE OF STATE HIGHWAY 99, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS0917H 845http://www.geocaching.com/mark/details.asp?PID=KS0917H 845GeocacheGeocacheH 845CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>H 845</h1> <b> PID </b> KS0917 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> YUBA CITY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 10 32. (N) 121 37 31. (W) SCALED <br> <b> NAVD 88 </b> 20.305 (meters) 66.62 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.09 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 20.293 (meters) 66.58 (feet) COMP <br> <b> MODELED GRAV</b> 980,036.9 (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> 667,560. </td><td> 2,032,380. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 19.610 (m) 64.34 (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: 10SFJ187371(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: H 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>19880808</td><td>MARK NOT FOUND </td><td>NGS</td></tr><tr><td>20040312</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1948 3.6 MI NW FROM MARYSVILLE. ABOUT 3.65 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT MARYSVILLE, ABOUT 40 YARDS NORTHWEST OF THE JUNCTION SWITCH LEADING TO YUBA CITY, 47 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 99 E, 20 FEET SOUTHWEST OF THE WEST RAIL OF THE RAILROAD, 2 FEET WEST OF A TELEPHONE POLE, ABOUT 4 FEET BELOW THE LEVEL OF THE RAILROAD, 1.7 FEET NORTH OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 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. KS2014HPGN CA 03 04http://www.geocaching.com/mark/details.asp?PID=KS2014HPGN CA 03 04GeocacheGeocacheHPGN CA 03 04CADTCADT Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> FBN </b> This is a Federal Base Network Control Station. <br> <h1>HPGN CA 03 04</h1> <b> PID </b> KS2014 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> MERIDIAN (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1998)</b> 39 08 35.78772(N) 121 54 06.26764(W) ADJUSTED <br> <b> NAVD 88 </b> 12.6 (meters) 41. (feet) GPS OBS <br> <hr> <b> EPOCH DATE </b> 1998.50 <br> <b> X </b> -2,617,635.603 (meters) COMP <br> <b> Y </b> -4,205,122.636 (meters) COMP <br> <b> Z </b> 4,004,655.140 (meters) COMP <br> <b> LAPLACE CORR</b> 6.11 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> -16.69 (meters) (04/06/00) GPS OBS <br> <b> GEOID HEIGHT</b> -29.26 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> A <br> <b> ELLP ORDER </b> THIRD CLASS I <br> <p>ITRF positions are available for this station. The horizontal coordinates were established by GPS observations and adjusted by the National Geodetic Survey in April 2000. This is a SPECIAL STATUS position. See SPECIAL STATUS under the DATUM ITEM on the data sheet items page. 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> 663,916.140 2</td><td>008,493.908</td><td> MT </td><td>0.99991519</td><td> +0 ' 03 43.0"</td></tr><tr><td>SPC CA 2 </td><td>2,178,198.20 6</td><td>589,533.76 </td><td> sFT </td><td>0.99991519</td><td> +0 ' 03 43.0"</td></tr><tr><td>UTM 10 </td><td>4,333,250.338 </td><td>594,909.274</td><td> MT </td><td>0.99971091</td><td> +0 ' 41 36.0"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000262 x 0.99991519 = 0.99991781 <br> <b>UTM 10 </b> 1.00000262 x 0.99971091 = 0.99971353 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 08 35.77852(N) 121 54 06.25653(W) AD(1984.00) 1 <br> <b> NAD 83(1992)</b> 39 08 35.78558(N) 121 54 06.26346(W) AD(1991.35) B <br> ELLIP H (05/15/92) -16.59 (m) GP(1991.35) 4 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: 10SEJ9490933250(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) <br>SP_SET: ALUMINUM ALLOY ROD <br>STAMPING: HPGN-CALIF. STA.03-04 1991 <br>MARK LOGO: CADT <br>PROJECTION: FLUSH <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 - May 06, 1998 <br>ROD/PIPE-DEPTH: 7 meters <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1991 </td><td>MONUMENTED </td><td>CADT</td></tr><tr><td>19910522</td><td>GOOD </td><td>NGS</td></tr><tr><td>19930806</td><td>GOOD </td><td>CADT</td></tr><tr><td>19940127</td><td>GOOD </td><td>NGS</td></tr><tr><td>19980506</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 THE STATION IS LOCATED ABOUT 1 MI (1.6 KM) EAST OF MERIDIAN ON STATE HIGHWAY 20. TO REACH THE STATION FROM THE POST OFFICE LOCATED AT THE INTERSECTION OF STATE HIGHWAY 20 (CENTRAL STREET) AND THIRD STREET IN MERIDIAN, GO EAST ON CENTRAL STREET FOR 0.7 MI (1.1 KM) TO THE STATION ON THE RIGHT IN THE SOUTHEAST QUADRANT OF THE INTERSECTION. THE STATION IS A 2.5 INCH ALUMINUM DISK INSIDE A 6 INCH ALUMINUM ACCESS COVER. LOCATED 145 FT (44.2 M) EAST-NORTHEAST OF A PALM TREE, 116 FT (35.4 M) SOUTH OF THE CENTERLINE OF HIGHWAY 20, 34.6 FT (10.5 M) NORTHEAST OF A TELEPHONE POLE (NUMBER 18) AND 24.5 FT (7.5 M) EAST OF A HIGHWAY SIGN STOP AHEAD. <p> <h2>STATION RECOVERY (1993) </h2> <p>RECOVERY NOTE BY CALTRANS 1993 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1994) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (AJL) THE STATION IS LOCATED AT THE EAST EDGE OF MERIDIAN ALONG STATE HIGHWAY 20. OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION. TO REACH FROM THE POST OFFICE LOCATED AT THE INTERSECTION OF CENTRAL STREET AND THIRD STREET IN MERIDIAN, GO EAST ON CENTRAL STREET FOR 1.1 KM (0.7 MI) TO THE INTERSECTION WITH STATE HIGHWAY 20 AND THE STATION ON THE RIGHT IN THE SOUTHEAST QUADRANT OF THE INTERSECTION. STATION MARK IS A CADT SURVEY DISK ATOP AN ALUMINUM ALLOY ROD ENCASED IN A PIPE WITH LOGO CAP SURROUNDED BY CONCRETE SET FLUSH WITH THE GROUND. IT IS 35.4 M (116.1 FT) SOUTH OF, AND 0.5 M (1.6 FT) BELOW, THE CENTER OF HWY 20, 17.0 M (55.8 FT) SOUTHEAST OF THE CENTER OF CENTRAL STREET, 44.2 M (145.0 FT) EAST-NORTHEAST OF A PALM TREE, 10.5 NORTHEAST OF A UTILITY POLE (NUMBER 18), AND 7.5 M (24.6 FT) EAST OF A HIGHWAY SIGN (STOP AHEAD). <p> <h2>STATION RECOVERY (1998) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM) THE STATION IS LOCATED ABOUT 20 KM (12.40 MI) WEST-NORTHWEST OF YUBA CITY, 1.6 KM (1.00 MI) EAST OF MERIDIAN, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF STATE HIGHWAY 20 AND CENTRAL ST. OWNERSHIP--CALIFORNIA DEPARTMENT OF TRANSPORTATION. TO REACH THE STATION FROM THE COLUSA/SUTTER COUNTY LINE NEAR THE CENTER OF THE HIGHWAY 20 DRAW BRIDGE OVER THE SACRAMENTO RIVER ON THE WEST EDGE OF MERIDIAN, GO EAST FOR 1.36 KM (0.85 MI) ON HIGHWAY 20 TO THE JUNCTION OF CENTRAL ST. AND THE STATION ON THE RIGHT NEAR THE NORTH EDGE OF A FIELD. THE STATION IS THE TOP CENTER OF A 2.5-INCH ALUMINUM SURVEY DISK CEMENTED TO THE TOP OF AN ALUMINUM ALLOY ROD RECESSED 10 CM BELOW GROUND, ENCASED IN A 5-INCH PVC PIPE WITH CADT LOGO CAP SURROUNDED BY CONCRETE FLUSH WITH GROUND. LOCATED 41.1 M (134.8 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CHAIN-LINK YARD FENCE, 36.8 M (120.7 FT) SOUTH OF THE CENTER OF HIGHWAY, 15.9 M (52.2 FT) EAST-SOUTHEAST OF THE CENTER OF STREET, 7.4 M (24.3 FT) EAST OF A 5-INCH HIGHWAY SIGNPOST WITH ARROW AND ABOUT 0.4 M (1.3 FT) BELOW THE STREET LEVEL. JS4847HPGN D CA 03 EHhttp://www.geocaching.com/mark/details.asp?PID=JS4847HPGN D CA 03 EHGeocacheGeocacheHPGN D CA 03 EHCADTCADT Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> HT_MOD </b> This is a Height Modernization Survey Station. <br> <h1>HPGN D CA 03 EH</h1> <b> PID </b> JS4847 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> VERONA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1998)</b> 38 51 59.61225(N) 121 32 32.95659(W) ADJUSTED <br> <b> NAVD 88 </b> 10.75 (meters) 35.3 (feet) GPS OBS <br> <hr> <b> EPOCH DATE </b> 2002.53 <br> <b> X </b> -2,601,330.963 (meters) COMP <br> <b> Y </b> -4,237,928.944 (meters) COMP <br> <b> Z </b> 3,980,781.491 (meters) COMP <br> <b> LAPLACE CORR</b> -1.34 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> -19.38 (meters) (02/03/03) GPS OBS <br> <b> GEOID HEIGHT</b> -30.07 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> B <br> <b> ELLP ORDER </b> FOURTH CLASS I <br> <p>The horizontal coordinates were established by GPS observations and adjusted by the National Geodetic Survey in February 2003. This is a SPECIAL STATUS position. See SPECIAL STATUS under the DATUM ITEM on the data sheet items page. 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 using precise GPS observation and processing techniques. <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> 633,294.331 2</td><td>039,703.690</td><td> MT </td><td>0.99992188</td><td> +0 ' 17 18.4"</td></tr><tr><td>SPC CA 2 </td><td>2,077,733.15 6</td><td>691,927.86 </td><td> sFT </td><td>0.99992188</td><td> +0 ' 17 18.4"</td></tr><tr><td>UTM 10 </td><td>4,302,978.012 </td><td>626,448.172</td><td> MT </td><td>0.99979689</td><td> +0 ' 54 53.0"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000304 x 0.99992188 = 0.99992492 <br> <b>UTM 10 </b> 1.00000304 x 0.99979689 = 0.99979993 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1998)</b> 38 51 59.61149(N) 121 32 32.95552(W) AD(1999.51) B <br> <b> NAD 83(1992)</b> 38 51 59.60896(N) 121 32 32.95016(W) AD(1991.35) 1 <br> ELLIP H (09/16/94) -19.35 (m) GP(1991.35) 4 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: 10SFJ2644802978(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL <br>WITH SETTING: INFORMATION. <br>SP_SET: ALUMINUM ALLOY ROD <br>STAMPING: CA-HPGN-DENSIFICATION STA. 03-EH 1993 <br>MARK LOGO: CADT <br>PROJECTION: RECESSED 10 CENTIMETERS <br>MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005 <br>ROD/PIPE-DEPTH: 2.1 meters <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1993 </td><td>MONUMENTED </td><td>CADT</td></tr><tr><td>19940127</td><td>GOOD </td><td>CADT</td></tr><tr><td>19990719</td><td>GOOD </td><td>FRAME</td></tr><tr><td>20020826</td><td>GOOD </td><td>FRAME</td></tr><tr><td>20050504</td><td>GOOD </td><td>CADWR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1993 THE STATION IS LOCATED NEAR THE JUNCTION OF STATE HIGHWAYS 70 AND 99, ABOUT 20 MI (32.2 KM) NORTH OF SACRAMENTO AND ABOUT 19 MI (30.6 KM) SOUTH OF MARYSVILLE. $ TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 70 AND 99, GO NORTH ON HIGHWAY 70 FOR 1.55 MI (2.49 KM) TO THE INTERSECTION OF STRIPLIN ROAD. TURN RIGHT AND GO EAST ON STRIPLIN ROAD FOR ABOUT 300 FT (91.4 M) TO THE STATION ON THE RIGHT. $ THE STATION IS A SURVEY DISK ENCASED IN PVC PIPE WITH ACCESS COVER SET IN CONCRETE FLUSH WITH THE GROUND, 339 FT (103.3 M) NORTHEAST OF A HIGHWAY 70 POST MILE MARKER SUT-70-1.00, 100.5 FT (30.6 M) WEST OF THE CENTERLINE OF A FRONTAGE ROAD, 37.0 FT (11.3 M) SOUTH OF THE CENTERLINE OF STRIPLIN ROAD, 20.3 FT (6.2 M) NORTH OF THE EAST END OF A 6 FT (1.8 M) CHAIN LINK R/W FENCE THAT RUNS PARALLEL WITH STRIPLIN ROAD, 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST AND IS LEVEL WITH THE ROADWAY. $ THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. <p> <h2>STATION RECOVERY (1994) </h2> <p>RECOVERY NOTE BY CALTRANS 1994 (JCB) RECOVERED AS DESCRIBED. <p> <h2>STATION RECOVERY (1999) </h2> <p>RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 1999 (JHF) RECOVERED AS DESCRIBED. <p> <h2>STATION RECOVERY (2002) </h2> <p>RECOVERY NOTE BY FRAME SURVEYING AND MAPPING 2002 (JHF) RECOVERED AS DESCRIBED. NOTE--THIS IS A SHALLOW-SET ALUMINUM ALLOY ROD. <p> <h2>STATION RECOVERY (2005) </h2> <p>RECOVERY NOTE BY CA DEPT OF WATER RES 2005 RECOVERED IN GOOD CONDITION. KS1821HUNThttp://www.geocaching.com/mark/details.asp?PID=KS1821HUNTGeocacheGeocacheHUNTCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>HUNT</h1> <b> PID </b> KS1821 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> GILSIZER SLOUGH (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 03 38.31905(N) 121 42 40.53357(W) ADJUSTED <br> <b> NAVD 88 </b> 12. (meters) 39. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -1.23 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.30 (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> 654,778.637 2</td><td>024,989.028</td><td> MT </td><td>0.99991476</td><td> +0 ' 10 55.4"</td></tr><tr><td>SPC CA 2 </td><td>2,148,219.58 6</td><td>643,651.50 </td><td> sFT </td><td>0.99991476</td><td> +0 ' 10 55.4"</td></tr><tr><td>UTM 10 </td><td>4,324,296.630 </td><td>611,500.949</td><td> MT </td><td>0.99975308</td><td> +0 ' 48 43.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000276 x 0.99991476 = 0.99991752 <br> <b>UTM 10 </b> 1.00000276 x 0.99975308 = 0.99975584 <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> TOWN </td><td>163° 25' 00.1"</td></tr><tr><td>UTM 10 </td><td> TOWN </td><td>162° 47' 11.7"</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>KS1810</td><td>YUBA CITY MUNICIPAL TANK </td><td>APPROX.11.7 KM</td><td>044° 40' 52.6"</td></tr><tr><td>KS1802</td><td>YUBA CITY DEL MONTE WATER TANK </td><td>APPROX.11.4 KM</td><td>046° 41' 37.0"</td></tr><tr><td>KS1809</td><td>MARYSVILLE CONVENT STEEPLE </td><td>APPROX.14.1 KM</td><td>049° 20' 17.2"</td></tr><tr><td>KS1805</td><td>MARYSVILLE CATH CHURCH STEEPLE </td><td>APPROX.14.0 KM</td><td>049° 22' 17.5"</td></tr><tr><td>DB7957</td><td>HUNT RM 1 </td><td> 28.815 METERS</td><td>067° 27' </td></tr><tr><td>KS1831</td><td>TOWN </td><td>APPROX. 6.6 KM</td><td>163° 35' 55.5"</td></tr><tr><td>DB7956</td><td>HUNT AZ MK </td><td> </td><td>200° 13' 24.2"</td></tr><tr><td>DB7958</td><td>HUNT RM 2 </td><td> 35.336 METERS</td><td>285° 05' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 03 38.30506(N) 121 42 40.52832(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 03 38.69500(N) 121 42 36.64100(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: 10SFJ1150124297(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>1975 </td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) ABOUT 8 MILES, AIRLINE, SOUTHWEST OF YUBA CITY AND ABOUT 13 MILES, AIRLINE, NORTH OF ROBBINS, ON THE RANCH PROPERTY OF H. HUNT. <p>REACHED FROM THE JUNCTION OF U.S. HIGHWAY 99E AND STATE HIGHWAY 24 IN YUBA CITY BY GOING SOUTH ON STATE HIGHWAY 24 FOR 5.3 MILES TO SOUTH EDGE OF OSWALD WHERE HIGHWAY 24 TURNS LEFT (SOUTH) AT A RIO GRANDE STATION, CONTINUE STRAIGHT AHEAD (WEST) 4.6 MILES ON OILED ROAD LEAVING HIGHWAY 24 TO DIRT ROAD ON LEFT, TURN LEFT (SOUTH) ON DIRT ROAD AND GO 0.5 MILE TO DIRT ROAD LEADING LEFT. THE AZIMUTH MARK IS 1.0 MILE SOUTH FROM THIS POINT AND 38 FEET EAST OF THE CENTER LINE OF DIRT ROAD IN AN EAST-AND-WEST FENCE LINE. TO CONTINUE TO STATION, TURN LEFT (EAST) AND GO 0.3 MILE TO SECOND HOUSE ON RIGHT AND STATION. THE MARK IS IN THE CORRAL ABOUT 120 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF BARN. <p>SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET AS DESCRIBED IN NOTES 1A, 7A, 11A AND 11A, RESPECTIVELY. <p>A 4- BY 4-INCH WHITE POST WAS PLACED AT STATION MARK. <p>A 90-FOOT TOWER REQUIRED. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY CALTRANS 1975 (DRG) THE STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION AS DESCRIBED IN 1939. THE AZ MARK WAS SEARCHED FOR BUT NOT FOUND. THE DIRECTION BETWEEN THE RM 1 AND RM 2 DIFFERED THE PREVIOUS DATA BY 3 MINUTES AND 30 SECONDS. THE DISTANCE TO RM 1 DIFFERED BY 0.22 FOOT OR 0.067 METER. A NEW DESCRIPTION FOLLOWS. <p>STATION IS LOCATED ABOUT 7.2 MILES SOUTHWEST OF YUBA CITY AND ABOUT 9.0 MILES WEST OF OLIVEHURST NEAR AN ABANDONED BARN SITE. <p>TO REACH STATION FROM THE U.S. POST OFFICE IN YUBA CITY, GO NORTH ON PLUMAS STREET 0.1 MILE TO COLUSA AVENUE (HWY 20), TURN LEFT ON COLUSA AVENUE (HWY 20) AND GO WEST 4.0 MILES TO TOWNSHIP ROAD, TURN LEFT ON TOWNSHIP ROAD AND GO SOUTH 5.5 MILES TO PIERCE ROAD, TURN RIGHT ON PIERCE ROAD AND GO WEST 1.2 MILES TO STATION ON LEFT. <p>STATION MARK IS A STANDARD DISK STAMPED---HUNT 1939---SET IN 10-INCH CONCRETE POST, FLUSH WITH GROUND, 16.0 FEET NORTH OF E-W FENCE, 23.0 FEET EAST OF N-S FENCE. <p>REFERENCE MARK 1 IS A STANDARD DISK STAMPED---HUNT NO 1 1939---SET IN TOP OF 10-INCH CONCRETE POST PROJECTING 0.1 FOOT, 1.0 FOOT WEST OF N-S FENCE, 52.0 FEET NORTH OF E-W FENCE. <p>REFERENCE MARK 2 IS A STANDARD DISK STAMPED---HUNT NO 2 1939---SET IN TOP OF 10-INCH CONCRETE POST PROJECTING 0.1 FOOT, 12.0 FEET SOUTH OF CONCRETE SLAB OF OLD BARN, 46.0 FEET NORTH OF E-W FENCE. KS1830HUTCHhttp://www.geocaching.com/mark/details.asp?PID=KS1830HUTCHGeocacheGeocacheHUTCHCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>HUTCH</h1> <b> PID </b> KS1830 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> GILSIZER SLOUGH (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 02 23.43454(N) 121 39 50.41244(W) ADJUSTED <br> <b> NAVD 88 </b> 12.8 (meters) 42. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -1.61 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.39 (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> 652,483.626 2</td><td>029,087.302</td><td> MT </td><td>0.99991498</td><td> +0 ' 12 42.6"</td></tr><tr><td>SPC CA 2 </td><td>2,140,690.03 6</td><td>657,097.26 </td><td> sFT </td><td>0.99991498</td><td> +0 ' 12 42.6"</td></tr><tr><td>UTM 10 </td><td>4,322,047.166 </td><td>615,623.564</td><td> MT </td><td>0.99976461</td><td> +0 ' 50 29.7"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000260 x 0.99991498 = 0.99991758 <br> <b>UTM 10 </b> 1.00000260 x 0.99976461 = 0.99976721 <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> SON CADH </td><td>089° 39' 41.7"</td></tr><tr><td>UTM 10 </td><td> SON CADH </td><td>089° 01' 54.6"</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>KS1827</td><td>SON CADH </td><td>APPROX. 0.9 KM</td><td>089° 52' 24.3"</td></tr><tr><td>DB7964</td><td>HUTCH RM 1 </td><td> 3.329 METERS</td><td>159° 59' </td></tr><tr><td>DB7965</td><td>HUTCH RM 2 </td><td> 14.764 METERS</td><td>263° 16' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 02 23.42047(N) 121 39 50.40720(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 02 23.80702(N) 121 39 46.52546(W) AD( ) 2 <br> NGVD 29 (07/19/86) 12.1 (m) 40. (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: 10SFJ1562422047(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: TOP OF SQUARE CONCRETE MONUMENT <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1974 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1974 (DRG) STATION IS LOCATED ABOUT 7.2 MILES SOUTH OF YUBA CITY AND ABOUT 7.3 MILES SOUTHWEST OF OLIVEHURST ON SOUTH SIDE OF HUTCHINSON ROAD. <p>TO REACH STATION FROM THE U.S. POST OFFICE IN YUBA CITY, GO NORTH ON PLUMAS STREET 0.1 MILE TO COLUSA AVENUE (HWY. 20), TURN LEFT ON COLUSA AVENUE (HWY. 20) AND GO 1.0 MILE TO HWY. 99, TURN LEFT ON HWY. 99 AND GO SOUTH 7.0 MILES TO HUTCHINSON ROAD, TURN RIGHT ON HUTCHINSON ROAD AND GO WEST 1.5 MILES TO STATION ON LEFT. <p>STATION MARK IS A DIVISON OF HIGHWAYS BRASS DISK STAMPED---HUTCH 1974---SET IN 12-INCH CONCRETE CYLINDER 0.5 FOOT BELOW SURFACE, 10.3 FEET NORTH OF 24 INCH BLACK WALNUT TREE, 14.5 FEET SOUTH OF CENTERLINE OF HUTCHINSON ROAD, 23.0 FEET EAST OF CENTERLINE OF DRIVEWAY, 57.1 FEET NORTHEAST OF THE NORTHEAST CORNER OF HOUSE. <p>AN UNDERGROUND MARK IDENTICAL WITH SURFACE DISK WAS SET 3.0 FEET BELOW SURFACE. <p>REFERENCE MARK 1 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED ---HUTCH 1974 R.M. NO. 1---SET IN 12-INCH MASS OF CONCRETE FLUSH WITH SURFACE, 4.0 FEET EAST OF 24-INCH BLACK WALNUT TREE, 24.8 FEET SOUTH OF CENTERLINE OF ROAD, 30 FEET EAST OF CENTERLINE OF DRIVEWAY, 0.4 FOOT HIGHER THAN STATION. <p>REFERENCE MARK 2 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED ---HUTCH 1974 R.M. NO. 2---SET IN 12-INCH MASS OF CONCRETE FLUSH WITH SURFACE, 6.6 FEET SOUTH OF A MAILBOX, 19.8 FEET SOUTH OF CENTERLINE OF ROAD, 21.0 FEET WEST OF CENTERLINE OF DRIVEWAY, 0.3 FOOT HIGHER THAN STATION. KS0960J 114 RESEThttp://www.geocaching.com/mark/details.asp?PID=KS0960J 114 RESETGeocacheGeocacheJ 114 RESETCADHUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>J 114 RESET</h1> <b> PID </b> KS0960 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 08 30. (N) 121 41 53. (W) SCALED <br> <b> NAVD 88 </b> 17.24 (+/-2cm) 56.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.12 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 663,780. </td><td> 2,026,100. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 16.54 (m) 54.3 (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: 10SFJ125333(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: ENDWALL <br>STAMPING: J 114 RESET 1963 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1963 </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>1964 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040312</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1964 3.5 MI E FROM SUTTER. 3.5 MILES EAST ALONG STATE HIGHWAY 20 FROM SUTTER, SUTTER COUNTY, 52 FEET SOUTH OF HIGHWAY STATION B 157+62 ON THE WEST SIDE OF THE SOUTH ENDWALL OF BR. NO. 18-02 OVER SUTTER COUNTY EXTENSION WATER DISTRICT CANAL (SYCAMORE CANAL). SET ON TOP OF THE ENDWALL. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS1068J 1175http://www.geocaching.com/mark/details.asp?PID=KS1068J 1175GeocacheGeocacheJ 1175CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>J 1175</h1> <b> PID </b> KS1068 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> PENNINGTON (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 17 47. (N) 121 48 51. (W) SCALED <br> <b> NAVD 88 </b> 26.33 (+/-2cm) 86.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.73 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 680,930. </td><td> 2,016,030. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 25.616 (m) 84.04 (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: 10SFJ022503(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: J 1175 1961 <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>1961 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20040312</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 8.7 MI W FROM LIVE OAK. 0.05 MILE NORTH ALONG CALIFORNIA STREET FROM THE U.S. POST OFFICE AT LIVE OAK, THENCE 8.65 MILES WEST ALONG PENNINGTON ROAD AND NORTH BUTTE ROAD, 51 FEET NORTH OF CENTER LINE OF NORTH BUTTE ROAD, 12 FEET EAST OF THE CENTER OF A NARROW ASPHALT ROAD, 3 FEET NORTH OF A POWERLINE POLE, 2 FEET SOUTH OF A STEEL WITNESS POST, 1 FOOT WEST OF A FENCE 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. KS1970J 1435http://www.geocaching.com/mark/details.asp?PID=KS1970J 1435GeocacheGeocacheJ 1435NGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>J 1435</h1> <b> PID </b> KS1970 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> YUBA CITY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 08 37. (N) 121 37 19. (W) SCALED <br> <b> NAVD 88 </b> 18.409 (meters) 60.40 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.18 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 18.398 (meters) 60.36 (feet) COMP <br> <b> MODELED GRAV</b> 980,033.2 (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> 664,020. </td><td> 2,032,680. </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: 10SFJ190336(NAD 83) <br>MARKER: F = FLANGE-ENCASED ROD <br>SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: STAINLESS STEEL ROD <br>STAMPING: J 1435 1988 <br>MARK LOGO: NGS <br>PROJECTION: FLUSH <br>MAGNETIC: I = MARKER IS A STEEL ROD <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 30, 2000 <br>ROD/PIPE-DEPTH: 11.0 meters <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1988 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>20000330</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040312</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 IN YUBA CITY, AT THE INTERSECTION OF MAPLE AND AINSLEY AVENUES, IN THE NORTHEAST CORNER OF MAPLE PARK, 15.2 M (49.9 FT) SOUTH OF THE CENTER OF AINSLEY AVENUE, 12.3 M (40.4 FT) WEST OF THE CENTER OF MAPLE AVENUE, 4.3 M (14.1 FT) WEST OF A FIRE HYDRANT, AND LEVEL WITH THE AVENUES. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. <p> <h2>STATION RECOVERY (2000) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (GAS) IN YUBA CITY, AT THE INTERSECTION OF MAPLE AND AINSLEY AVENUES, NEAR THE NORTHEAST CORNER OF MAPLE PARK, 15.2 M (49.9 FT) SOUTH OF THE CENTER OF AINSLEY AVENUE, 12.3 M (40.4 FT) WEST OF AND LEVEL WITH THE CENTER OF MAPLE AVENUE, AND 4.3 M (14.1 FT) WEST OF A FIRE HYDRANT. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE MONUMENT IS ON THE AVENUE RIGHT-OF-WAY. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS0916J 845http://www.geocaching.com/mark/details.asp?PID=KS0916J 845GeocacheGeocacheJ 845CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>J 845</h1> <b> PID </b> KS0916 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 11 18. (N) 121 37 47. (W) SCALED <br> <b> NAVD 88 </b> 21.085 (meters) 69.18 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.05 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 21.073 (meters) 69.14 (feet) COMP <br> <b> MODELED GRAV</b> 980,038.6 (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> 668,980. </td><td> 2,031,990. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 20.389 (m) 66.89 (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: 10SFJ183385(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: WATER TOWER <br>STAMPING: J 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>19880805</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1948 4.6 MI NW FROM MARYSVILLE. ABOUT 4.55 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT MARYSVILLE, ABOUT 9 1/2 POLES NORTHWEST OF MILE POST 145, 27.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL TIN PUMPHOUSE, 12 FEET NORTHEAST OF THE EAST RAIL OF THE RAILROAD, 2 FEET ABOVE THE LEVEL OF THE TRACKS, AND SET IN THE TOP OF THE SOUTHEAST CORNER OF THE SOUTHWEST CONCRETE PIER SUPPORTING STEEL RAILROAD WATER TOWER. <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. JS0918J 858http://www.geocaching.com/mark/details.asp?PID=JS0918J 858GeocacheGeocacheJ 858CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>J 858</h1> <b> PID </b> JS0918 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SHERIDAN (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 53 49. (N) 121 28 36. (W) SCALED <br> <b> NAVD 88 </b> 18.632 (meters) 61.13 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.95 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 18.620 (meters) 61.09 (feet) COMP <br> <b> MODELED GRAV</b> 980,006.2 (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> 636,700. </td><td> 2,045,400. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 17.928 (m) 58.82 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ321064(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: J 858 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>19861001</td><td>MARK NOT FOUND </td><td>USPSQD</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 1949 6.8 MI NE FROM CATLETT. 2.7 MILES EAST ALONG CATLETT ROAD FROM THE SACRAMENTO NORTHERN RAILWAY CROSSING AT CATLETT, THENCE 3.5 MILES NORTH ALONG A COUNTY ROAD, THENCE 0.6 MILE EAST ALONG A COUNTY ROAD, 0.4 MILE WEST OF THE JUNCTION OF THE A FARM ROAD LEADING SOUTH, 0.2 MILE WEST OF A POWER LINE WITH STEEL TOWERS, AT A TRACK ROAD LEADING NORTH INTO A FIELD, 148 FEET NORTHEAST OF A POWER LINE POLE WITH THREE SMALL TRANSFORMERS, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, 26 FEET WEST OF THE CENTER LINE OF THE TRACK ROAD, 1.8 FEET SOUTH OF A FENCE, 1.5 FEET SOUTH 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. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (MEI) MARK NOT FOUND. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (CE) MARK NOT FOUND. KS1069K 1175http://www.geocaching.com/mark/details.asp?PID=KS1069K 1175GeocacheGeocacheK 1175CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>K 1175</h1> <b> PID </b> KS1069 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> PENNINGTON (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 17 48. (N) 121 49 56. (W) SCALED <br> <b> NAVD 88 </b> 24.22 (+/-2cm) 79.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.75 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 680,950. </td><td> 2,014,470. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 23.508 (m) 77.13 (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: 10SFJ006503(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: K 1175 1961 <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 12, 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>20040312</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 9.7 MI W FROM LIVE OAK. 0.05 MILE NORTH ALONG CALIFORNIA STREET FROM THE U.S. POST OFFICE AT LIVE OAK, THENCE 9.65 MILES WEST ALONG PENNINGTON ROAD AND NORTH BUTTE ROAD, 47 FEET NORTH OF THE CETER LINE OF NORTH BUTTE ROAD, 9 FEET WEST OF THE CENTER OF A GRAVELED ROAD, 3 1/2 FEET SOUTH OF A TELEPHONE POLE, 2 1/2 FEET NORTH OF A STEEL WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE SURFACE OF THE GROUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS1971K 1435http://www.geocaching.com/mark/details.asp?PID=KS1971K 1435GeocacheGeocacheK 1435NGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>K 1435</h1> <b> PID </b> KS1971 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> YUBA CITY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 07 50. (N) 121 36 12. (W) SCALED <br> <b> NAVD 88 </b> 18.843 (meters) 61.82 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.21 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 18.831 (meters) 61.78 (feet) COMP <br> <b> MODELED GRAV</b> 980,028.5 (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> 662,570. </td><td> 2,034,300. </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: 10SFJ207321(NAD 83) <br>MARKER: I = METAL ROD <br>SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) <br>SP_SET: STAINLESS STEEL ROD <br>STAMPING: K 1435 1988 <br>MARK LOGO: NGS <br>PROJECTION: FLUSH <br>MAGNETIC: I = MARKER IS A STEEL ROD <br>STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD <br>STABILITY: POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004 <br>ROD/PIPE-DEPTH: 5.5 meters <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1988 </td><td>MONUMENTED </td><td>NGS</td></tr><tr><td>20040312</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 0.5 KM (0.30 MI) WESTERLY ALONG 7TH STREET FROM THE SOUTHERN PACIFIC RAILROAD STATION IN MARYSVILLE, THENCE 0.3 KM (0.20 MI) SOUTHERLY ALONG E STREET, THENCE 1.5 KM (0.95 MI) WESTERLY ALONG 5TH STREET, THENCE 0.6 KM (0.35 MI) SOUTHERLY ALONG 2ND STREET, 16.0 M (52.5 FT) NORTH OF THE CENTER OF AN ENTRANCE INTO THE SUTTER COUNTY AIRPORT AND ONSTOTT DUSTERS INCORPORATED, 9.7 M (31.8 FT) WEST OF THE CENTERLINE OF THE STREET, 0.3 M (1.0 FT) WEST OF A WITNESS POST AND FENCE, AND LEVEL WITH THE STREET. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS0915K 845http://www.geocaching.com/mark/details.asp?PID=KS0915K 845GeocacheGeocacheK 845CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>K 845</h1> <b> PID </b> KS0915 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 12 09. (N) 121 38 06. (W) SCALED <br> <b> NAVD 88 </b> 20.991 (meters) 68.87 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.01 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 20.979 (meters) 68.83 (feet) COMP <br> <b> MODELED GRAV</b> 980,040.3 (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> 670,550. </td><td> 2,031,530. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 20.295 (m) 66.58 (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: 10SFJ178401(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: SCALE FOUNDATION <br>STAMPING: K 845 1948 <br>MARK LOGO: CGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 12, 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>1987 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>19880808</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040312</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 SE FROM LOMO. 1.2 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION SIGN LOMO, ABOUT 5.5 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT MARYSVILLE, 32.5 FEET SOUTHWEST OF THE WEST RAIL, 31.6 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A SHED HOUSING THE SULLIVAN RANCH SCALES, ABOUT LEVEL WITH THE GROUND, AND IN THE TOP OF THE NORTHWEST CORNER OF THE SCALE FOUNDATION. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (DME) 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. 8.2 KM (5.10 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF ELM STREET IN LIVE OAK, IN THE NORTHWEST CORNER OF A CONCRETE SCALE FOUNDATION, 35.0 M (114.8 FT) NORTH OF THE CENTER OF A ROAD, 12.6 M (41.3 FT) EAST OF THE CENTERLINE OF LIVE OAK BOULEVARD, 9.9 M (32.5 FT) WEST OF THE NEAR RAIL, 2.3 M (7.5 FT) NORTH OF THE NORTHEAST CORNER OF A BUILDING, AND LEVEL WITH THE BOULEVARD. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. JS0917K 858http://www.geocaching.com/mark/details.asp?PID=JS0917K 858GeocacheGeocacheK 858CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>K 858</h1> <b> PID </b> JS0917 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SHERIDAN (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 53 43. (N) 121 29 18. (W) SCALED <br> <b> NAVD 88 </b> 16.716 (meters) 54.84 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.96 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 16.705 (meters) 54.81 (feet) COMP <br> <b> MODELED GRAV</b> 980,007.5 (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> 636,510. </td><td> 2,044,390. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 16.012 (m) 52.53 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ310062(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: K 858 1949 <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 12, 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>20040312</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 6.1 MI NE FROM CATLETT. 2.7 MILES EAST ALONG CATLETT ROAD FROM THE SACRAMENTO NORTHERN RAILWAY CROSSING AT CATLETT, THENCE 3.4 MILES NORTH ALONG A COUNTY ROAD, 0.1 MILE SOUTH OF A T JUNCTION OF AN EAST-WEST COUNTY ROAD, 130 FEET NORTHWEST OF THE NORTHWEST CORNER OF A TWO-STORY FARMHOUSE, 32 FEET EAST OF THE CENTER LINE OF THE ROAD, 29 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY LEADING TO THE FARMHOUSE, 8 FEET NORTHEAST OF A POWER LINE POLE, 2.8 FEET NORTH OF A WITNESS POST, 1.5 FEET WEST OF A FENCE, ABOUT LEVEL WITH THE ROAD, 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 (CE) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS1070L 1175http://www.geocaching.com/mark/details.asp?PID=KS1070L 1175GeocacheGeocacheL 1175CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>L 1175</h1> <b> PID </b> KS1070 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> PENNINGTON (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 17 15. (N) 121 50 15. (W) SCALED <br> <b> NAVD 88 </b> 25.23 (+/-2cm) 82.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.76 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 679,940. </td><td> 2,014,020. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 24.512 (m) 80.42 (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: 10SFJ002493(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: L 1175 1961 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 12, 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>20040312</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 10.8 MI W FROM LIVE OAK. 0.05 MILE NORTH ALONG CALIFORNIA STREET FROM THE U.S. POST OFFICE AT LIVE OAK, THENCE 10.7 MILES WEST ALONG PENNINGTON ROAD AND NORTH BUTTE ROAD, 24 FEET SOUTH OF THE SOUTHWEST CORNER OF A CATTLE GUARD, 21 FEET WEST OF THE CENTER LINE OF NORTH BUTTE ROAD, 2 FEET SOUTH OF A STEEL WITNESS POST, SET IN A DRILL HOLE IN THE TOP OF THE WEST HEADWALL OF A 5-FOOT CULVERT. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS0914L 845http://www.geocaching.com/mark/details.asp?PID=KS0914L 845GeocacheGeocacheL 845CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>L 845</h1> <b> PID </b> KS0914 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 12 59. (N) 121 38 25. (W) SCALED <br> <b> NAVD 88 </b> 20.745 (meters) 68.06 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.97 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 20.732 (meters) 68.02 (feet) COMP <br> <b> MODELED GRAV</b> 980,041.8 (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> 672,090. </td><td> 2,031,060. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 20.049 (m) 65.78 (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: 10SFJ173416(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: L 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>19880805</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1948 0.2 MI SE FROM LOMO. 0.2 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION SIGN LOMO, 56 FEET NORTHWEST OF THE CENTER LINE OF A PRIVATE ROAD LEADING NORTHEAST TO THE JOE FILTER RANCH, 47.0 FEET NORTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 99 E, 3 FEET SOUTHEAST OF A TELEPHONE POLE, ABOUT 3 FEET LOWER THAN THE TRACKS, 2.0 FEET NORTHWEST OF A WITNESS POST, 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. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. JS0916L 858http://www.geocaching.com/mark/details.asp?PID=JS0916L 858GeocacheGeocacheL 858CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>L 858</h1> <b> PID </b> JS0916 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SHERIDAN (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 53 05. (N) 121 29 20. (W) SCALED <br> <b> NAVD 88 </b> 15.454 (meters) 50.70 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -30.01 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 15.445 (meters) 50.67 (feet) COMP <br> <b> MODELED GRAV</b> 980,005.9 (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> 635,340. </td><td> 2,044,340. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 14.751 (m) 48.40 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ310050(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>STAMPING: L 858 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>1987 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040312</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 5.4 MI NE FROM CATLETT. 2.7 MILES EAST ALONG CATLETT ROAD FROM THE SACRAMENTO NORTHERN RAILWAY CROSSING AT CATLETT, THENCE 2.7 MILES NORTH ALONG A COUNTY ROAD, AT A CONCRETE BRIDGE OVER MARKHAM RAVINE, IN THE TOP OF THE NORTHWEST WING WALL, 11 FEET WEST OF THE CENTERLINE OF THE ROAD, AND ABOUT 2 FEET LOWER THAN THE ROAD. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (CE) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS1824LINC CADHhttp://www.geocaching.com/mark/details.asp?PID=KS1824LINC CADHGeocacheGeocacheLINC CADHCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>LINC CADH</h1> <b> PID </b> KS1824 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> GILSIZER SLOUGH (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 06 45.57803(N) 121 38 37.81259(W) ADJUSTED <br> <b> NAVD 88 </b> 16.3 (meters) 53. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -1.49 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.25 (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> 660,573.514 2</td><td>030,801.444</td><td> MT </td><td>0.99991479</td><td> +0 ' 13 28.4"</td></tr><tr><td>SPC CA 2 </td><td>2,167,231.60 6</td><td>662,721.07 </td><td> sFT </td><td>0.99991479</td><td> +0 ' 13 28.4"</td></tr><tr><td>UTM 10 </td><td>4,330,154.226 </td><td>617,248.352</td><td> MT </td><td>0.99976927</td><td> +0 ' 51 20.3"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000203 x 0.99991479 = 0.99991682 <br> <b>UTM 10 </b> 1.00000203 x 0.99976927 = 0.99977130 <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> CLUB </td><td>178° 44' 53.6"</td></tr><tr><td>UTM 10 </td><td> CLUB </td><td>178° 07' 01.7"</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>KS1823</td><td>CLUB </td><td>APPROX. 1.8 KM</td><td>178° 58' 22.0"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 06 45.56399(N) 121 38 37.80660(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 06 45.95147(N) 121 38 33.92404(W) AD( ) 2 <br> NGVD 29 (07/19/86) 15.6 (m) 51. (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: 10SFJ1724830154(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>MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1974 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1974 (DRG) STATION IS LOCATED IN THE INTERSECTION OF WALTON AVENUE AND LINCOLN ROAD, 2.2 MILES SOUTH OF YUBA CITY, 6.7 MILES SOUTHWEST OF SUTTER AND 5.0 MILES WEST OF OLIVEHURST. <p>TO REACH THE STATION FROM THE U.S. POST OFFICE IN YUBA CITY, GO NORTH ON PLUMAS STREET 0.1 MILE TO COLUSA AVENUE (HWY. 20), TURN LEFT ON COLUSA AVENUE (HWY. 20) AND GO WEST 1.5 MILES TO WALTON AVENUE, TURN LEFT ON WALTON AVENUE AND GO SOUTH 2.0 MILES TO LINCOLN ROAD AND STATION. <p>STATION MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED---LINC 1974---SET IN 6-INCH CONCRETE CYLINDER IN A CAST IRON MONUMENT WELL, 0.8 FOOT BELOW PAVEMENT SURFACE, 15.0 FEET EAST OF CENTERLINE OF WALTON AVENUE, 23.5 FEET SOUTH OF CENTERLINE OF LINCOLN ROAD, 77.0 FEET WEST OF POWER POLE, 51.5 FEET NORTHWEST OF 6-FOOT-HIGH CYCLONE FENCE. <p>NOTE---NO REFERENCE MARKS WERE SET DUE TO PENDING ROAD CONSTRUCTION. KS0963M 114http://www.geocaching.com/mark/details.asp?PID=KS0963M 114GeocacheGeocacheM 114CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>M 114</h1> <b> PID </b> KS0963 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> YUBA CITY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 08 09. (N) 121 36 57. (W) SCALED <br> <b> NAVD 88 </b> 18.617 (meters) 61.08 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.20 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 18.606 (meters) 61.04 (feet) COMP <br> <b> MODELED GRAV</b> 980,030.9 (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> 663,160. </td><td> 2,033,210. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 17.918 (m) 58.79 (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: 10SFJ196327(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: FOUNDATION <br>STAMPING: M 114 1932 58.737 <br>MARK LOGO: CGS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 12, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1932 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1934 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1974 </td><td>GOOD</td><td>NGS</td></tr><tr><td>1987 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>19880808</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040312</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 AT YUBA CITY. AT YUBA CITY, SUTTER COUNTY, AT THE CITY FIRE STATION, AND IN THE NORTHWEST CORNER OF THE NORTHWEST FOUNDATION BLOCK OF THE CITY WATER TANK. A STANDARD DISK, STAMPED 58.737 M 114 1932. <p> <h2>STATION RECOVERY (1974) </h2> <p>RECOVERED 1974 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (DME) 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. IN YUBA CITY, AT THE INTERSECTION OF PLUMAS STREET AND FREMONT WAY, IN THE NORTH CORNER OF THE NORTHEAST CONCRETE FOUNDATION OF THE NORTHEAST LEG OF A WATER TANK, 13.8 M (45.3 FT) WEST OF THE CENTER OF THE STREET, 3.9 M (12.8 FT) SOUTH OF THE CENTER OF THE WAY, AND 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE SIDEWALK. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS1074M 1175http://www.geocaching.com/mark/details.asp?PID=KS1074M 1175GeocacheGeocacheM 1175CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>M 1175</h1> <b> PID </b> KS1074 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> PENNINGTON (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 16 27. (N) 121 49 55. (W) SCALED <br> <b> NAVD 88 </b> 64.16 (+/-2cm) 210.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.76 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 678,460. </td><td> 2,014,500. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 63.438 (m) 208.13 (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: 10SFJ007478(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: MISSILE SILO APRON <br>STAMPING: M 1175 1961 <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>1961 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1961 11.6 MI W FROM LIVE OAK. 0.05 MILE NORTH ALONG CALIFORNIA STREET FROM THE U.S. POST OFFICE AT LIVE OAK, THENCE 11.55 MILES WEST ALONG PENNINGTON ROAD AND NORTH BUTTE ROAD, AT U.S. AIR FORCE SM 68 COMPLEX 1-B MISSILE SITE, SET IN A DRILL HOLE IN THE WEST SIDE OF THE WEST ONE OF TWO ANTENNAE SILO APRONS, 4 FEET EAST OF THE EAST EDGE OF THE CONCRETE. KS0913M 845http://www.geocaching.com/mark/details.asp?PID=KS0913M 845GeocacheGeocacheM 845CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>M 845</h1> <b> PID </b> KS0913 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 13 40. (N) 121 38 39. (W) SCALED <br> <b> NAVD 88 </b> 22.101 (meters) 72.51 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.94 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 22.088 (meters) 72.47 (feet) COMP <br> <b> MODELED GRAV</b> 980,043.0 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 673,350. </td><td> 2,030,720. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 21.407 (m) 70.23 (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: 10SFJ170429(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SQUARE CONCRETE MONUMENT <br>STAMPING: M 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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - August 08, 1988 <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>20040312</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1948 0.6 MI NW FROM LOMO. 0.6 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION SIGN LOMO, ABOUT 5 POLES NORTHWEST OF MILEPOST 148, 52 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 99 E, 4 FEET SOUTHEAST OF TELEPHONE POLE 37-B, 2.3 FEET NORTHWEST OF A WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 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. 5.3 KM (3.30 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF ELM STREET IN LIVE OAK. ADD--8.9 M (29.2 FT) NORTHEAST OF THE NEAR RAIL. CHANGE--2.3 FEET NORTHWEST OF A WITNESS POST TO 0.9 M (3.0 FT) NORTHWEST OF A WITNESS POST. NOTE--U.S. HIGHWAY 99 E IS NOW STATE HIGHWAY 99. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS1835MARGARITAhttp://www.geocaching.com/mark/details.asp?PID=KS1835MARGARITAGeocacheGeocacheMARGARITACADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>MARGARITA</h1> <b> PID </b> KS1835 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 08 29.79049(N) 121 39 48.31595(W) ADJUSTED <br> <b> NAVD 88 </b> 17.0 (meters) 56. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -1.99 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.16 (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> 663,780.499 2</td><td>029,095.878</td><td> MT </td><td>0.99991516</td><td> +0 ' 12 43.9"</td></tr><tr><td>SPC CA 2 </td><td>2,177,753.19 6</td><td>657,125.39 </td><td> sFT </td><td>0.99991516</td><td> +0 ' 12 43.9"</td></tr><tr><td>UTM 10 </td><td>4,333,341.751 </td><td>615,507.811</td><td> MT </td><td>0.99976428</td><td> +0 ' 50 37.7"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000191 x 0.99991516 = 0.99991707 <br> <b>UTM 10 </b> 1.00000191 x 0.99976428 = 0.99976619 <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> MARGARITA AZ MK </td><td>269° 30' 31.1"</td></tr><tr><td>UTM 10 </td><td> MARGARITA AZ MK </td><td>268° 52' 37.3"</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>DB8178</td><td>MARGARITA RM 1 </td><td> 17.444 METERS</td><td>088° 31' </td></tr><tr><td>DB8179</td><td>MARGARITA RM 2 </td><td> 16.953 METERS</td><td>178° 57' </td></tr><tr><td>DB8177</td><td>MARGARITA AZ MK </td><td> </td><td>269° 43' 15.0"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 08 29.77680(N) 121 39 48.30942(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 08 30.16533(N) 121 39 44.42594(W) AD( ) 2 <br> NGVD 29 (07/19/86) 16.3 (m) 53. (f) VERT ANG <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ1550833342(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 0 = UNSPECIFIED SETTING <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1972 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1972 (MLS) THE STATION IS LOCATED 2.2 MILES WEST OF YUBA CITY AND 5.0 MILES SOUTHEAST OF SUTTER ALONG HIGHWAY 20. <p>TO REACH FROM THE INTERSECTION OF HIGHWAYS 20 AND 99 IN YUBA CITY, GO WEST ON HIGHWAY 20, 1.6 MILES TO STATION ON RIGHT. <p>STATION MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED MARGARITA 1972, SET IN CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND, 6.0 FEET SOUTH OF FENCE LINE, 57.3 FEET NORTH OF CENTER LINE OF HIGHWAY 20. <p>AN UNDERGROUND MARK IDENTICAL WITH SURFACE DISK WAS SET 3.5 FEET BELOW GROUND. <p>REFERENCE MARK 1 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED MARGARITA RM NO. 1 1972 AND SET IN CONCRETE POST PROJECTING 0.1 FOOT ABOVE GROUND, 0.5 FOOT LOWER THAN STATION, 4.8 FEET SOUTH OF FENCE, 58.5 FEET NORTH OF THE CENTER LINE OF HIGHWAY 20. <p>REFERENCE MARK 2 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED MARGARITA RM NO. 2 1972, SET IN CONCRETE POST FLUSH WITH GROUND AND 3.0 FEET HIGHER THAN STATION, 62.1 FEET SOUTH OF FENCE, 1.5 FEET NORTH OF CENTER LINE OF HIGHWAY 20. <p>AZIMUTH MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED MARGARITA AZIMUTH MARK 1972, SET IN CONCRETE POST, 61.3 FEET NORTH OF CENTER LINE OF HIGHWAY 20, 2.4 FEET SOUTH OF FENCE, 36.6 FEET EAST OF GEORGE WASHINGTON BOULEVARD SIGN. <p>TO REACH AZIMUTH MARK FROM STATION GO WEST ON HIGHWAY 20, 0.3 MILE TO MARK ON RIGHT. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.46 METERS. JS0921MARKHAM RESEThttp://www.geocaching.com/mark/details.asp?PID=JS0921MARKHAM RESETGeocacheGeocacheMARKHAM RESETNGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>MARKHAM RESET</h1> <b> PID </b> JS0921 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SHERIDAN (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 53 26. (N) 121 28 15. (W) SCALED <br> <b> NAVD 88 </b> 18.01 (meters) 59.1 (feet) RESET <br> <hr> <b> GEOID HEIGHT</b> -29.97 (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> 635,990. </td><td> 2,045,910. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 17.31 (m) 56.8 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ326057(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: MARKHAM 1939 1971 <br>MARK LOGO: CGS <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>1971 </td><td>MONUMENTED </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 7.7 MI NE FROM CATLETT. 2.7 MILES EAST ALONG CATLETT ROAD FROM THE SACRAMENTO NORTHERN RAILWAY CROSSING AT CATLETT, THENCE 3.5 MILES NORTH ALONG PLEASANT GROVE ROAD, THENCE 1.0 MILE EAST ALONG MARCUM ROAD, THENCE 0.5 MILE SOUTH ALONG A FARM ROAD, ON THE HDH RANCH OWNED BY HARRY R. WALKER M.D., NEAR THE PLACER-SUTTER COUNTY LINE, IN A STOCK HOLDING PEN, ABOUT 51 YARDS WEST OF THE SOUTHWEST CORNER OF THE FARMHOUSE, 60 YARDS SOUTH OF THE SOUTH BANK OF MARKHAM RAVINE, 72 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE GARAGE, 34.3 FEET WEST OF A CHAINLINK FENCE, 13.6 FEET SOUTHEAST OF A CHAIN-LINK FENCE, 4.8 FEET NORTH OF A CHAIN-LINK FENCE, AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT BELOW THE SURFACE OF THE GROUND. JS0922MARKHAM RM 1http://www.geocaching.com/mark/details.asp?PID=JS0922MARKHAM RM 1GeocacheGeocacheMARKHAM RM 1CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>MARKHAM RM 1</h1> <b> PID </b> JS0922 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SHERIDAN (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 53 26. (N) 121 28 14. (W) SCALED <br> <b> NAVD 88 </b> 18.232 (meters) 59.82 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.97 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 18.220 (meters) 59.78 (feet) COMP <br> <b> MODELED GRAV</b> 980,004.5 (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> 635,990. </td><td> 2,045,930. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 17.526 (m) 57.50 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ326057(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: MARKHAM NO 1 1939 <br>MARK LOGO: CGS <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>1939 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 7.7 MI NE FROM CATLETT. 2.7 MILES EAST ALONG CATLETT ROAD FROM THE SACRAMENTO NORTHERN RAILWAY CROSSING AT CATLETT, THENCE 3.5 MILES NORTH ALONG PLEASANT GROVE ROAD, THENCE 1.0 MILE EAST ALONG MARCUM ROAD, THENCE 0.5 MILE SOUTH ALONG A FARM ROAD, ON THE HDH RANCH OWNED BY HARRY R. WALKER M.D., NEAR THE PLACER-SUTTER COUNTY LINE, IN THE NORTHEAST QUARTER OF SECTION 13, T 12 N, R 4 E, 81.8 FEET NORTH-NORTHEAST OF TRINAGULATION STATION MARKHAM 1939 1971, 43 YARDS WEST OF THE NORTHWEST CORNER OF THE FARMHOUSE, ABOUT 30 YARDS SOUTH OF THE SOUTH BANK OF MARKHAM RAVINE MEASURED FROM A POINT WHERE IT MAKES A SHARP TURN, 27.4 FEET SOUTH-SOUTHEAST OF A FENCE CORNER, 6.5 FEET EAST OF A CHAIN-LINK FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE THE GROUND. JS0923MARKHAM RM 2http://www.geocaching.com/mark/details.asp?PID=JS0923MARKHAM RM 2GeocacheGeocacheMARKHAM RM 2CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>MARKHAM RM 2</h1> <b> PID </b> JS0923 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SHERIDAN (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 53 26. (N) 121 28 14. (W) SCALED <br> <b> NAVD 88 </b> 18.458 (meters) 60.56 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.97 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 18.447 (meters) 60.52 (feet) COMP <br> <b> MODELED GRAV</b> 980,004.5 (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> 635,990. </td><td> 2,045,930. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 17.754 (m) 58.25 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ326057(NAD 83) <br>MARKER: DR = REFERENCE MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: MARKHAM NO 2 1939 <br>MARK LOGO: CGS <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>1939 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1971 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 7.7 MI NE FROM CATLETT. 2.7 MILES EAST ALONG CATLETT ROAD FROM THE SACRAMENTO NORTHERN RAILWAY CROSSING AT CATLETT, THENCE 3.5 MILES NORTH ALONG PLEASANT GROVE ROAD, THENCE 1.0 MILE EAST ALONG MARCUM ROAD, THENCE 0.5 MILE SOUTH ALONG A FARM ROAD, ON THE HDH RANCH OWNED BY HARRY R. WALKER M.D., NEAR THE PLACER-SUTTER COUNTY LINE, IN THE NORTHEAST QUARTER OF SECTION 13, T 12 N, R 4 E, 82.1 FEET SOUTH-SOUTHEAST OF TRIANGULATION STATION MARKHAM 1939 1971, 43 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF A FARMHOUSE, 27 FEET NORTH OF THE NORTH BANK OF A SMALL CREEK, 6.7 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE GARAGE, 2.6 FEET EAST OF THE NORTHWEST CORNER OF A SMALL SHED, 0.5 FOOT NORTH OF THE NORTH SIDE OF THE SHED, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. KS1839MARYSVILLE BUTTEhttp://www.geocaching.com/mark/details.asp?PID=KS1839MARYSVILLE BUTTEGeocacheGeocacheMARYSVILLE BUTTECGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>MARYSVILLE BUTTE</h1> <b> PID </b> KS1839 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER BUTTES (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 12 20.91911(N) 121 49 14.25655(W) ADJUSTED <br> <b> NAVD 88 </b> 645.9 (meters) 2119. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 2.06 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -28.82 (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> 670,868.981 2</td><td>015,492.040</td><td> MT </td><td>0.99991690</td><td> +0 ' 06 47.1"</td></tr><tr><td>SPC CA 2 </td><td>2,201,009.32 6</td><td>612,493.47 </td><td> sFT </td><td>0.99991690</td><td> +0 ' 06 47.1"</td></tr><tr><td>UTM 10 </td><td>4,340,278.554 </td><td>601,828.938</td><td> MT </td><td>0.99972767</td><td> +0 ' 44 44.0"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99990319 x 0.99991690 = 0.99982010 <br> <b>UTM 10 </b> 0.99990319 x 0.99972767 = 0.99963088 <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> YUBA CITY MUNICIPAL TANK </td><td>113° 30' 54.5"</td></tr><tr><td>UTM 10 </td><td> YUBA CITY MUNICIPAL TANK </td><td>112° 52' 57.6"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>LT0687</td><td>LASSEN PEAK </td><td> </td><td>010° 38' 23.0"</td></tr><tr><td>KS1798</td><td>BIGGS MUNICIPAL TANK </td><td>APPROX.24.8 KM</td><td>021° 51' 14.8"</td></tr><tr><td>KS1795</td><td>GRIDLEY MUNICIPAL TANK </td><td>APPROX.20.6 KM</td><td>030° 57' 07.6"</td></tr><tr><td>DB8191</td><td>MARYSVILLE BUTTE RM E </td><td> 2.487 METERS</td><td>066° 58' </td></tr><tr><td>DB8190</td><td>MARYSVILLE BUTTE RM 3 </td><td> 2.500 METERS</td><td>067° 01' </td></tr><tr><td>DB8194</td><td>MARYSVILLE BUTTE RM E </td><td> 2.453 METERS</td><td>067° 18' </td></tr><tr><td>KS1809</td><td>MARYSVILLE CONVENT STEEPLE </td><td>APPROX.21.3 KM</td><td>108° 56' 34.9"</td></tr><tr><td>KS1805</td><td>MARYSVILLE CATH CHURCH STEEPLE </td><td>APPROX.21.3 KM</td><td>109° 06' 17.6"</td></tr><tr><td>KS1810</td><td>YUBA CITY MUNICIPAL TANK </td><td>APPROX.19.3 KM</td><td>113° 37' 41.6"</td></tr><tr><td>KS1802</td><td>YUBA CITY DEL MONTE WATER TANK </td><td>APPROX.19.6 KM</td><td>114° 58' 15.5"</td></tr><tr><td>DB8187</td><td>MARYSVILLE BUTTE AZ MK </td><td> </td><td>117° 46' 36.8"</td></tr><tr><td>KS1843</td><td>SUTTER BUTTE RADIO TOWER </td><td> 8.586 METERS</td><td>170° 11' </td></tr><tr><td>DB8192</td><td>MARYSVILLE BUTTE RM S </td><td> 2.635 METERS</td><td>185° 06' </td></tr><tr><td>DB8188</td><td>MARYSVILLE BUTTE RM 1 </td><td> 2.923 METERS</td><td>234° 47' </td></tr><tr><td>KS1844</td><td>MARYSVILLE BUTTE ECC </td><td> 3.607 METERS</td><td>235° 07' </td></tr><tr><td>DB8189</td><td>MARYSVILLE BUTTE RM 2 </td><td> 2.427 METERS</td><td>274° 52' </td></tr><tr><td>DB8193</td><td>MARYSVILLE BUTTE RM W </td><td> 2.918 METERS</td><td>282° 56' </td></tr><tr><td>KT1887</td><td>MOUNT SAINT JOHN </td><td>APPROX.79.4 KM</td><td>288° 52' 17.0"</td></tr><tr><td>KT1801</td><td>CORNING TOWER </td><td>APPROX.85.9 KM</td><td>339° 03' 24.1"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 12 20.90823(N) 121 49 14.24985(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 39 12 21.30000(N) 121 49 10.35000(W) AD( ) 1 <br> NGVD 29 (07/19/86) 645.2 (m) 2117. (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: 10SFJ0182940279(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>1876 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1925 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1939 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1948 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1951 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1957 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1961 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>1963 </td><td>GOOD </td><td>CGS</td></tr><tr><td>1972 </td><td>SEE DESCRIPTION </td><td>CADH</td></tr><tr><td>1973 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1925 ABOUT 15 MILES WEST OF MARYSVILLE, 4 MILES NORTHWEST OF SUTTER, ON SOUTH AND HIGHEST PEAK OF MARYSVILLE BUTTES. THESE BUTTES ARE NOW SOMETIMES KNOWN AS SUTTER BUTTES AND CONSIST OF A CHAIN OF SEVERAL CONICAL PEAKS EXTENDING NORTH AND SOUTH AND RISING ABRUPTLY FROM PLAIN BETWEEN SACRAMENTO AND FEATHER RIVERS. TO REACH FROM SUTTER, GO 5 MILES TO T.J. MOORES RANCH AT FOOT OF BUTTES AND CLIMB STEEP TRAIL ABOUT 2 MILES TO STATION. IN 1876 STATION WAS MARKED BY 1/2-INCH DRILL HOLE, 2 INCHES DEEP IN ROCK CONTAINING WOODEN PEG AND COPPER CARTRIDGE SHELL. REFERENCE MARKS WERE SIMILAR DRILL HOLES IN ROCK AT FOLLOWING DISTANCES AND AZIMUTHS FROM STATION--2.683 METERS (8.8 FEET), 5 DEG 05 MIN. 2.495 METERS (8.19 FEET), 247 DEG 09 MIN. AND 2.92 METERS (9.6 FEET), 102 DEG 52 MIN. IN 1904--STATION WAS RE-MARKED WITH COPPER BOLT AT BOTTOM OF OLD DRILL HOLE AND OLD-TYPE STATION DISK AT SURFACE. REFERENCE MARKS WERE RE-MARKED WITH COPPER BOLTS IN OLD DRILL HOLES. IN 1922 TWO STANDARD REFERENCE DISKS WERE ESTABLISHED IN BEDROCK, 7.96 METERS (26.1 FEET) FROM STATION IN AZIMUTH 94 DEG 52 MIN AND 2.514 METERS (8.25 FEET) FROM STATION IN AZIMUTH 24 DEG 30 MIN. POLE IN CENTER OF CAIRN ON HIGHER POINT OF BUTTE IS ABOUT 60 METERS (197 FEET) FROM STATION IN AZIMUTH 138 DEG 07 MIN. <p> <h2>STATION RECOVERY (1939) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FGJ) TO REACH MRS. J.T. MOORES RANCH HOUSE FROM SUTTER CITY, FOLLOW THE OILED ROAD (WEST BUTTE ROAD) NORTH AND WEST FROM MAIN CORNER 3.1 MILES, THENCE RIGHT, NORTH, ON OILED ROAD 0.75 MILE, THENCE LEFT ON ORCHARD ROAD AT MAIL BOX, NORTHWEST, 0.6 MILE TO THE RANCH HOUSE. FROM HOUSE FOLLOW NARROW WOOD ROAD THROUGH LOCKED GATE JUST WEST OF HOUSE (KEY AT HOUSE) UP VALLEY 0.4 MILE TO ANOTHER BOARD GATE. TAKE LEFT FORK AND CONTINUE NORTHWEST ON WOOD ROAD 0.25 MILE TO END OF TRUCK TRAVEL AT SMALL SHACK. CONTINUE WEST ON TRAIL 100 YARDS, CROSS DRAW TO LEFT AND FOLLOW PLAIN STOCK TRAIL UP BRANCH DRAW SOUTH TO GATE IN FENCE ON TOP OF RIDGE, THENCE RIGHT ALONG FENCE AND UP RIDGE TO A SMALL SHOULDER AT THE IMMEDIATE SOUTH BASE OF FIRST HIGH ROCKY PEAK. THERE IS A WIRE FENCE AND REMAINS OF OLD STONE FENCE JUST WEST OF THIS FLAT. TURN RIGHT UP FENCE ABOUT 50 YARDS, CROSS OVER TO WEST SIDE AND BEAR LEFT UP VERY STEEP SLOPE. A GOOD TRAIL WILL BE FOUND JUST TO RIGHT OF SMALL ROCK KNOB ON SOUTHWEST SLOPE OF FIRST HIGH PEAK, THENCE FOLLOW PLAIN TRAIL NORTHWEST TO STATION - ABOUT 1-1/2-HOUR PACK AND 1,700-FOOT CLIMB FROM END OF TRUCK TRAVEL. <p>STATION MARK IS OLD STYLE DISK IN ROCK AT SOUTHEAST POINT OF PEAK. ONLY ONE REFERENCE MARK WAS RECOVERED, THE ONE AT AZIMUTH 94 DEG 52 MIN. THE NAME, MARYSVILLE BUTTE, HAD BEEN CHISELED OFF AND RESTAMPED SUTTER BUTTE WITH THE CHISEL BY AN UNKNOWN PERSON. A NEW REFERENCE MARK AND AN AZIMUTH MARK WERE SET. THE NEW REFERENCE MARK IS SET IN BEDROCK WEST-SOUTHWEST OF THE STATION. THE AZIMUTH MARK IS SET IN THE NORTH STEP OF THE LARGE MONUMENT ERECTED IN MEMORY OF GENERAL FREMONT. IT IS ON THE NORTH SIDE OF THE ROAD EN ROUTE TO THE STATION AND ABOUT 1.7 MILES BY ROAD FROM SUTTER CITY. <p> <h2>STATION RECOVERY (1948) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (CTH) STATION WAS RECOVERED AS DESCRIBED. STATION MARK, REFERENCE MARK 2, AND ONE COPPER BOLT WERE FOUND IN GOOD CONDITION. THE AZIMUTH MARK WAS RECOVERED BUT NOT OBSERVED BECAUSE OF ADDITIONAL ELEVATION BEING NECESSARY. A NEW DESCRIPTION FOLLOWS-- <p>STATION IS LOCATED ABOUT 15 MILES WNW OF MARYSVILLE, ABOUT 5 MILES NW OF SUTTER, AND ON THE S AND HIGHEST OF THE MARYSVILLE BUTTES. IT IS BETWEEN THE FEATHER RIVER AND THE SACRAMENTO VALLEY. <p>STATION MARK IS AN OLD TYPE DISK SET IN BEDROCK. IT IS UNSTAMPED. <p>REFERENCE MARK 2 IS A BRONZE DISK SET IN A BOULDER ABOUT 3 FEET HIGHER THAN THE STATION. IT IS STAMPED 1876 1922 WITH MARYSVILLE DELETED AND SUTTER STAMPED OVER SAME, BUTTE. <p>THE DRILL HOLE FOR REFERENCE MARK 1 WAS FOUND BADLY CHIPPED. THE MARK HAS BEEN REMOVED. <p>A COPPER BOLT WAS FOUND NE OF THE STATION. IT IS SET IN A LARGE BOULDER AT STATION ELEVATION. <p>THE AZIMUTH MARK IS A BRONZE DISK SET IN A DRILL HOLE IN THE THIRD STEP OF A MONUMENT HONORING MAJOR JOHN C. FREMONT. IT IS ABOUT 2-1/2 MILES NW OF SUTTER ON THE N SIDE OF THE HIGHWAY. IT IS STAMPED MARYSVILLE BUTTE 1939. <p>TO REACH FROM THE MAIN INTERSECTION IN THE VILLAGE OF SUTTER, GO N ON BLACK TOP ROAD FOR 1.1 MILES TO ROAD LEFT. TAKE LEFT ROAD 1.45 MILES TO AZIMUTH MARK ON THE RIGHT, CONTINUING 3.15 MILES TO GATE ON RIGHT AND TRACK ROAD N. PASS THROUGH GATE, FOLLOWING TRACK ROAD FOR 1.5 MILES TO OLD FENCE LINE AND END OF TRUCK TRAVEL. PACK LEFT UP RIDGE, FOLLOWING DIM TRAIL TO TOP OF HIGHEST BUTTE AND STATION SITE. <p> <h2>STATION RECOVERY (1951) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (JCE) STATION WAS RECOVERED AND FOUND IN GOOD CONDITION. REFERENCE MARK 1 WAS FOUND TO BE DESTROYED. REFERENCE MARK 2 WAS FOUND TO HAVE BEEN RESTAMPED SUTTERS BUTTE. AZIMUTH MARK WAS FOUND TO BE IN GOOD CONDITION AND THE DIRECTION FROM THE STATION WAS CHECKED IN THE FIELD. THE PUBLISHED DESCRIPTION OF 1939 WAS FOUND TO BE ADEQUATE. <p>TWO OLD STYLE REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN THE 1925 DESCRIPTION. NO REFERENCE AS TO NUMBERS OF THESE MARKS WERE GIVEN, THEY ARE LOCATED AS FOLLOWS--102 DEG 56 MIN IN AZIMUTH AND 2.923 METERS (9.59 FEET). 247 DEG 02 MIN IN AZIMUTH AND 3.113 METERS (10.22 FEET). <p>THE DESCRIPTION OF THE ROUTE TO THE STATION AS PUBLISHED IN THE 1939 DATA WAS FOUND TO BE ADEQUATE. HOWEVER, A NEW AND SHORTER ROUTE WAS FOUND AS FOLLOWS-- <p>FROM THE CENTER OF SUTTER CITY AND CROSSROADS, GO N FOR 1.0 MILE TO FORKS, TAKE LEFT FORK AND GO 4.1 MILES TO A GATE ON THE RIGHT, TURN RIGHT AND PASS THROUGH THE GATE FOLLOWING A TRACK ROAD AROUND AN OLD CORRAL AND GO 0.3 MILE TO A GATE. THENCE FOLLOW A TRACK ROAD STRAIGHT AHEAD ACROSS COUNTRY TO AN OLD CORRAL. PASS THROUGH GATE AT THE LEFT AND FOLLOW A TRACK ROAD UP HILL TO END OF TRUCK TRAVEL. THENCE PACK N UP VERY STEEP SLOPE TO HIGHEST POINT AND STATION (ABOUT 1 HOUR PACK). <p> <h2>STATION RECOVERY (1957) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RLE) THE SUBSTATION MARK, REFERENCE MARK 2, REFERENCE POINTS 1 AND 2, AND THE AZIMUTH MARK WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION. THE SURFACE STATION MARK, REFERENCE MARK 1 AND REFERENCE POINT 3 HAVE ALL BEEN DESTROYED. THE STAMPING MARYSVILLE ON REFERENCE MARK 2 HAS BEEN CHANGED BY SOME UNKNOWN SOURCE AND THE NAME SUTTER HAS BEEN SCRATCHED ON. THE OLD DESCRIPTION IS NOW OBSOLETE AND A NEW DESCRIPTION FOLLOWS-- <p>THE STATION IS LOCATED ABOUT 15 MI. W OF MARYSVILLE, 4 MI. NW OF SUTTER, AND ON THE TOP OF WHAT IS LOCALLY KNOWN AS SOUTH SUTTER BUTTE. IT IS ABOUT 200 FT. SE OF HIGHEST POINT OF A HILL. <p>THE STATION MARK IS A COPPER BOLT, CEMENTED INTO A DRILL HOLE IN A DEPRESSION IN BEDROCK. THE CENTER HAS BEEN MARKED WITH A CENTER PUNCH. <p>REFERENCE MARK 2, A STANDARD DISK, STAMPED SUTTER BUTTE 1876 1922, IS SET IN A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS ABOUT 26 IN. ABOVE THE GROUND. IT IS ABOUT 30 IN. HIGHER THAN THE STATION MARK (NOTE 12A). <p>REFERENCE POINT 1 IS A COPPER BOLT, CEMENTED INTO A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 18 IN. ON THE S AND 3 FT. ON THE N SIDE. <p>REFERENCE POINT 2 IS A COPPER BOLT, CEMENTED INTO A DRILL HOLE IN OUTCROPPING BEDROCK THAT PROJECTS 2 FT. ABOVE THE GROUND. IT IS 3 FT. HIGHER THAN THE STATION. <p>THE AZIMUTH MARK, A STANDARD DISK, STAMPED MARYSVILLE BUTTE 1876 1922, IS SET IN THE TOP STEP ON THE N SIDE OF A LARGE MONUMENT ERECTED IN MEMORY OF GENERAL FREMONT. <p>TO REACH THE STATION FROM THE MAIN INTERSECTION (SOUTH BUTTE ROAD AND ACACIA AVENUE) IN SUTTER, GO N ON ACACIA AVENUE AND ITS CONTINUANCE W FOR 2.5 MI. TO THE AZIMUTH MARK ON THE RIGHT (N) SIDE OF THE ROAD. CONTINUE AHEAD (W) AND GO 0.5 MI. TO A PAVED ROAD RIGHT. TURN RIGHT (N) AND GO 0.75 MI. TO A SIDE ROAD RIGHT. TURN LEFT (W) AND GO 0.6 MI. TO THE ROADS END AT MRS. MOORES RANCHHOUSE. (IT IS BEST TO STOP AND ACQUIRE PERMISSION TO TRAVEL TO THE STATION.) PASS THROUGH THE GATE TO THE LEFT OF THE RANCHHOUSE AND FOLLOW AN OLD TRACK ROAD FOR 0.25 MI. TO A GATE. PASS THROUGH THE GATE AND GO 0.15 MI. TO A GATE. PASS THROUGH THE GATE AND GO ABOUT 200 YD. TO WHERE THE ROAD CROSSES A DRY WASH AND THE END OF TRUCK TRAVEL WITH A 2-WHEEL DRIVE VEHICLE. PACK W UP THE OLD ROAD TO A FENCE LINE, THENCE W ALONG THE RIDGE TO A PROMINENT SADDLE. FROM THIS POINT THE STATION LIES IN THE BACK OF THE VISIBLE ROCKY KNOB. PACK UP AND AROUND THE BASE OF THE ROCKY KNOB, THENCE UP TO THE HIGHEST POINT AND THE STATION. THIS IS ABOUT A 2-HOUR PACK. <p>OBSERVATIONS WERE TAKEN FROM A 4-FT. TRIPOD. <p> <h2>STATION RECOVERY (1961) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JCC) STATION RECOVERED AND FOUND AS DESCRIBED BY C.T.H. IN 1948 WITH THE FOLLOWING EXCEPTION. THE OLD STYLE DISK SET ABOVE THE COPPER BOLT STATION WAS NOT FOUND. ALL OTHER MARKS ARE IN GOOD CONDITION. NO CHANGES WERE MADE. THE 1948 DESCRIPTION IS ADEQUATE. THE STATION WAS NOT OCCUPIED BY AN OBSERVING PARTY IN 1961 AND USED FOR CHECK ANGLE PURPOSES ONLY. <p> <h2>STATION RECOVERY (1963) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LGB) THE STATION MARK, REFERENCE MARK 2, REFERENCE POINTS 1, 2 AND THE AZIMUTH MARK WERE RECOVERED AND FOUND IN GOOD CONDITION. THE DISTANCES AND DIRECTIONS TO THE REFERENCE MARK AND THE REFERENCE POINTS CHECKED. THE STAMPING MARYSVILLE ON REFERENCE MARK 2 HAS BEEN CHANGED BY SOME UNKNOWN SOURCE AND THE NAME SUTTER HAS BEEN SCRATCHED ON. THERE WAS A DISCREPANCY NOTED IN THE STAMPING AND THE DIRECTION TO THE AZIMUTH MARK. THE CURRENT OBSERVATIONS WERE VERIFIED. THERE WAS NO EVIDENCE INDICATING LOCAL DISPLACEMENT OF ANY OF THE MARKS. <p>A NEW DESCRIPTION WITH ADDITIONS AND CORRECTION IS AS FOLLOWS. <p>THE STATION IS LOCATED ABOUT 15 MILES WEST OF MARYSVILLE, 4 MILES NORTHWEST OF SUTTER AND ON THE TOP OF WHAT IS LOCALLY KNOWN AS SOUTH SUTTER BUTTE. IT IS ABOUT 200 FEET SOUTHEAST OF THE HIGHEST POINT OF THE HILL. <p>TO REACH THE STATION FROM THE MAIN INTERSECTION (SOUTH BUTTE ROAD AND ACACIA AVENUE) IN SUTTER, GO NORTH ON ACACIA AVENUE FOR 2.5 MILES TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE AHEAD WEST ON ACACIA AVENUE FOR 0.5 MILE TO A SIDE ROAD RIGHT. CONTINUE AHEAD WEST ON ACACIA AVENUE FOR 2.1 MILES TO A CONCRETE CULVERT AND END OF TRUCK TRAVEL. FROM THIS POINT PACK NORTHERLY FOLLOWING TRAIL UP STEEP HILL TO A PROMINENT SADDLE. FROM THIS POINT BARE LEFT, WEST UP STEEP HILL TO THE HIGHEST POINT AND THE STATION. NOTE--THIS IS ABOUT A 1-1/2 HOUR PACK. <p>THE STATION MARK IS A COPPER BOLT, CEMENTED INTO A DRILL HOLE IN A DEPRESSION IN BEDROCK AND IT IS 4 INCHES BELOW THE SURFACE OF THE GROUND. THE CENTER HAS BEEN MARKED WITH A CENTER PUNCH. <p>REFERENCE MARK 2, IS A STANDARD DISK STAMPED SUTTER BUTTE 1876 1922, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING 26 INCHES ABOVE THE SURFACE OF THE GROUND. IT IS ABOUT 30 INCHES HIGHER THAN THE STATION. <p>REFERENCE POINT 1 IS A COPPER BOLT, CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK PROJECTING 18 INCHES ON THE SOUTH AND 3 FEET ON THE NORTH. THE CENTER HAS BEEN MARKED WITH A CENTER PUNCH. <p>REFERENCE POINT 2 IS A COPPER BOLT, CEMENTED IN A DRILL HOLE IN OUTCROPPING PROJECTING 2 FEET ABOVE THE SURFACE OF THE GROUND AND IT IS 3 FEET LOWER THAN THE STATION. THE CENTER HAS BEEN MARKED WITH A CENTER PUNCH. <p>THE AZIMUTH MARK, IS A STANDARD DISK STAMPED MARYSVILLE BUTTE 1939, CEMENTED IN A DRILL HOLE IN THE TOP STEP ON THE NORTH SIDE OF A LARGE MONUMENT ERECTED IN THE MEMORY OF GENERAL FREMONT. <p>NOTE--OBSERVATIONS WERE MADE FROM A 4 FOOT STAND. <p> <h2>STATION RECOVERY (1972) </h2> <p>RECOVERY NOTE BY CA DIV OF HIGHWAYS 1972 THE STATION MARK, AZIMUTH MARK, REFERENCE MARK 2 AND REFERENCE POINTS 1 AND 2 WERE RECOVERED IN GOOD CONDITION AND THE DISTANCES AND DIRECTIONS TO REFERENCE MARK 2 AND REFERENCE POINTS 1 AND 2 AND THE DIRECTION TO THE AZIMUTH MARK MEASURED ON THIS DATE AGREED WITH THE PREVIOUS MEASUREMENTS. THE 1957 DESCRIPTION IS ADEQUATE WITH THE FOLLOWING CORRECTIONS AND ADDITION-- <p>THE AZIMUTH MARK IS STAMPED MARYSVILLE BUTTE 1939. <p>REFERENCE POINT 2 IS ABOUT THE SAME ELEVATION AS THE STATION MARK. <p>TO REACH THE STATION FROM THE INTERSECTION OF SOUTH BUTTE ROAD AND ACACIA AVENUE IN SUTTER GO NORTH ON ACACIA ROAD 1.2 MILE TO A FORK. TAKE THE LEFT FORK AND GO NORTHWEST ON PASS ROAD 1.4 MILE TO A HISTORICAL MONUMENT AND THE AZIMUTH MARK ON THE RIGHT. CONTINUE WEST ON THE ROAD 1.9 MILE TO A GATE ON THE RIGHT. TURN RIGHT, PASS THROUGH THE GATE, AND USING A 4-WHEEL DRIVE VEHICLE GO NORTHWEST ON A STEEP, PAVED THEN GRADED ROAD 2.6 MILES TO A TURN-AROUND AT THE END OF THE ROAD. PACK NORTH ON A STEEP, ROCKY SLOPE 1/10 MILE TO THE HIGHEST POINT AND THE STATION SITE. PACKING TIME--ABOUT 10 MINUTES. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NW OF SUTTER <p> <h2>STATION RECOVERY (1973) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (MLS) FOUND AS DESCRIBED BY D. R. GOODMAN IN 1972 IN GOOD CONDITION. <p>HEIGHT OF LIGHT ABOVE STATION MARK 5.08 FEET. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN 4.0 MILES NORTHWEST OF SUTTER. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY CALTRANS 1975 (DRG) THE STATION AND RM 2 WERE FOUND IN GOOD CONDITION AS DESCRIBED BY RLE IN 1962 AND CDH IN 1972. THE AZ MK DISK HAS BEEN REMOVED FROM THE HISTORICAL MONUMENT STEP. THE ROAD HAS BEEN EXTENDED AND A NEW RADIO FACILITY HAS BEEN BUILT, ALSO ANOTHER ELECTRIC TRAM HAS BEEN BUILT. A NEW---TO REACH---FOLLOWS. <p>TO REACH THE STATION FROM THE INTERSECTION OF SOUTH BUTTE ROAD AND ACCACIA AVENUE IN SUTTER, GO NORTH ON ACCACIA AVENUE 1.2 MILES TO A FORK, TURN LEFT ON PASS ROAD AND GO WESTERLY 3.3 MILES TO A LOCKED GATE ON RIGHT, TURN RIGHT THROUGH GATE AND FOLLOWED PAVED NARROW STEEP ROAD 2.7 MILES TO END OF TRUCK TRAVEL AND ELECTRIC TRAM. EQUIPMENT CAN BE LOADED ON TRAM. PACK AROUND SLOPE TO HIGHEST POINT AND STATION KEYS TO GATE AND TRAM MUST BE OBTAINED FROM BUTTE CREEK FARMS IN COLUSA. KS1853MERIDIAN PG AND E RIV E MSThttp://www.geocaching.com/mark/details.asp?PID=KS1853MERIDIAN PG AND E RIV E MSTGeocacheGeocacheMERIDIAN PG AND E RIV E MSTCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>MERIDIAN PG AND E RIV E MST</h1> <b> PID </b> KS1853 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> MERIDIAN (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 08 44.71050(N) 121 55 00.33178(W) ADJUSTED <br> <b> NAVD 88 </b> <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 6.40 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.30 (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> 664,189.984 2</td><td>007,195.455</td><td> MT </td><td>0.99991524</td><td> +0 ' 03 08.9"</td></tr><tr><td>SPC CA 2 </td><td>2,179,096.64 6</td><td>585,273.76 </td><td> sFT </td><td>0.99991524</td><td> +0 ' 03 08.9"</td></tr><tr><td>UTM 10 </td><td>4,333,509.804 </td><td>593,608.150</td><td> MT </td><td>0.99970789</td><td> +0 ' 41 02.0"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 08 44.70076(N) 121 55 00.32602(W) AD(1984.00) 4 <br> <b> NAD 27 </b> 39 08 45.08700(N) 121 54 56.43400(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: 10SEJ9360833510(NAD 83) <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1939 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) LOCATED ALONG THE NORTH SIDE OF THE DRAWBRIDGE ACROSS THE SACRAMENTO RIVER AT THE WESTERN EDGE OF THE TOWN OF MERIDIAN. <p>THESE MASTS ARE OF FABRICATED STEEL, ABOUT 2-1/2 FEET SQUARE, 150 FEET TALL AND SERVE AS RIVER CROSSINGS FOR THE POWER-LINE OF THE PACIFIC GAS AND ELECTRIC CO. <p>(THE WEST MAST IS DESIGNATED AS NO. 9 AND THE EAST MAST AS NO. 10 FOR OFFICE USE. THE NUMBERS WERE ARBITRARILY GIVEN BY TRIANGULATION PARTY). <p>OBJECT OBSERVED ON WAS CENTER OF TOP OF MASTS. KS1860MEYERShttp://www.geocaching.com/mark/details.asp?PID=KS1860MEYERSGeocacheGeocacheMEYERSCGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>MEYERS</h1> <b> PID </b> KS1860 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> PENNINGTON (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 17 14.76884(N) 121 48 52.55382(W) ADJUSTED <br> <b> NAVD 88 </b> 50. (meters) 164. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 1.05 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -28.74 (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> 679,931.286 2</td><td>015,994.224</td><td> MT </td><td>0.99992091</td><td> +0 ' 07 00.8"</td></tr><tr><td>SPC CA 2 </td><td>2,230,741.23 6</td><td>614,141.05 </td><td> sFT </td><td>0.99992091</td><td> +0 ' 07 00.8"</td></tr><tr><td>UTM 10 </td><td>4,349,344.126 </td><td>602,230.877</td><td> MT </td><td>0.99972868</td><td> +0 ' 45 02.4"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99999671 x 0.99992091 = 0.99991762 <br> <b>UTM 10 </b> 0.99999671 x 0.99972868 = 0.99972539 <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> SINGH </td><td>259° 55' 54.9"</td></tr><tr><td>UTM 10 </td><td> SINGH </td><td>259° 17' 53.3"</td></tr> </table> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>DB8212</td><td>MEYERS RM 1 </td><td> 11.361 METERS</td><td>013° 05' </td></tr><tr><td>KS1797</td><td>BIGGS RICE GROWERS ASSN ELEV </td><td>APPROX.16.2 KM</td><td>032° 54' 27.0"</td></tr><tr><td>KS1796</td><td>GRIDLEY EAST MUNICIPAL TANK </td><td>APPROX.13.6 KM</td><td>051° 35' 52.0"</td></tr><tr><td>DB8213</td><td>MEYERS RM 2 </td><td> 12.668 METERS</td><td>122° 15' </td></tr><tr><td>KS1862</td><td>PENNINGTON PTT MICROWAVE TOWER </td><td> 41.479 METERS</td><td>195° 27' </td></tr><tr><td>KS1072</td><td>SINGH </td><td>APPROX. 2.0 KM</td><td>260° 02' 55.7"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 17 14.75708(N) 121 48 52.54824(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 39 17 15.15970(N) 121 48 48.64380(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: 10SFJ0223149344(NAD 83) <br>MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION <br>SETTING: 80 = SET IN A BOULDER <br>SP_SET: IN A DRILL HOLE IN ROCK LEDGE <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>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 8-1/4 MILES WEST OF LIVE OAK, 8-1/4 MILES SOUTHWEST OF GRIDLEY, 1 MILE SOUTHWEST OF THE VILLAGE OF PENNINGTON AND AT THE SITE OF THE P.T. AND T. CO., MICRO-WAVE RELAY STATION. IT IS ON THE HIGHEST PART OF A NORTH-SOUTH RIDGE, THE HIGHEST POINT IN THE IMMEDIATE VICINITY. <p>STATION IS REACHED AS FOLLOWS--FROM THE RAILROAD DEPOT IN LIVE OAK, GO NORTH ON U.S. HIGHWAY 99E FOR 0.15 MILE. TURN LEFT, PENNINGTON ROAD, AND GO WEST FOR 6.2 MILES. TURN RIGHT AND GO 0.4 MILE, TURN LEFT, WEST, AND GO 1.8 MILES TO A T ROAD RIGHT. CONTINUE WESTERLY FOR 1.1 MILES TO A CROSSROAD. TURN LEFT, SOUTH, ON MEYERS LANE, AND GO 0.5 MILE TO A SIDE ROAD LEFT. TURN LEFT THROUGH GATE, TAKE THE LEFT FORK THROUGH ANOTHER GATE AND FOLLOW GRAVELED ROAD EAST AND SOUTH FOR 0.2 MILE TO THE RELAY STATION, AND THE STATION ON THE LEFT. <p>STATION MARK IS A STANDARD DISK, STAMPED MEYERS 1961, CEMENTED IN A DRILL HOLE IN A BOULDER 3-1/2 FEET SQUARE, PROJECTING 1-1/2 FEET, 81 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE RELAY STATION, 72 FEET NORTH OF THE NORTHEAST CORNER OF THE RELAY STATION, 20 FEET EAST OF THE CENTER OF THE ROAD AND 3.3 FEET EAST OF A METAL, WITNESS SIGNPOST. <p>REFERENCE MARK 1 IS A STANDARD DISK, STAMPED MEYERS NO 1 1961, CEMENTED IN A DRILL HOLE IN A BOULDER 4-1/2 BY 3 FEET, PROJECTING 1-1/2 FEET, 1-1/2 FEET LOWER THAN THE STATION, 109 FEET NORTH OF THE NORTHEAST CORNER OF THE RELAY STATION AND 30 FEET EAST OF THE CENTER OF THE ROAD. <p>REFERENCE MARK 2 IS A STANDARD DISK, STAMPED MEYERS NO 2 1961, CEMENTED IN A DRILL HOLE IN A BOULDER 3-1/2 BY 3 FEET, PROJECTING 1-1/2 FEET, 3 FEET LOWER THAN THE STATION, 69 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RELAY STATION AND 57 FEET EAST OF THE CENTER OF THE ROAD. <p>TO REACH STATION SINGH SEE DESCRIPTION FOR SAME. KS1964N 845 RESEThttp://www.geocaching.com/mark/details.asp?PID=KS1964N 845 RESETGeocacheGeocacheN 845 RESETCADHNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>N 845 RESET</h1> <b> PID </b> KS1964 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> GRIDLEY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 15 32. (N) 121 39 21. (W) SCALED <br> <b> NAVD 88 </b> 23.135 (meters) 75.90 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.85 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 23.122 (meters) 75.86 (feet) COMP <br> <b> MODELED GRAV</b> 980,047.3 (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> 676,800. </td><td> 2,029,700. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (08/19/04) 22.44 (m) 73.6 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ159463(NAD 83) <br>MARKER: DV = VERTICAL CONTROL DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SQUARE CONCRETE MONUMENT <br>STAMPING: N 845 RESET 1981 <br>MARK LOGO: NGS <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - August 08, 1988 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1981 </td><td>MONUMENTED </td><td>CADH</td></tr><tr><td>19880808</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040312</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) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF ELM STREET IN LIVE OAK, 42.0 M (137.8 FT) SOUTH OF THE EXTENDED CENTER OF BISHOP AVENUE, 18.5 M (60.7 FT) WEST OF THE CENTER OF STATE HIGHWAY 99, 9.1 M (29.9 FT) EAST OF THE NEAR RAIL, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE TRACKS, 0.9 M (3.0 FT) NORTH OF A UTILITY POLE, 0.9 M (3.0 FT) SOUTH OF A WITNESS POST, AND IN A CONCRETE MONUMENT THAT PROJECTS 0.12 M (0.4 FT) ABOVE THE GROUND SURFACE. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. JS0913N 858http://www.geocaching.com/mark/details.asp?PID=JS0913N 858GeocacheGeocacheN 858CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>N 858</h1> <b> PID </b> JS0913 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> PLEASANT GROVE (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 50 49. (N) 121 29 17. (W) SCALED <br> <b> NAVD 88 </b> 15.006 (meters) 49.23 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -30.16 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 14.996 (meters) 49.20 (feet) COMP <br> <b> MODELED GRAV</b> 979,999.5 (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> 631,140. </td><td> 2,044,440. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 14.300 (m) 46.92 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ312008(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: N 858 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>19861001</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>1987 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>20040312</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 2.7 MI E FROM CATLETT. 2.7 MILES EAST ALONG CATLETT ROAD FROM THE SACRAMENTO NORTHERN RAILWAY CROSSING AT CATLETT, THENCE ABOUT 70 YARDS NORTH ALONG A COUNTY ROAD, 30 FEET WEST OF THE CENTER LINE OF THE ROAD, 8 1/2 FEET SOUTH OF THE FOURTH TELEPHONE POLE NORTH OF THE INTERSECTION, 2.3 FEET NORTH OF A WITNESS POST, 15 FEET EAST OF A FENCE, ABOUT LEVEL WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (MWI) MARK NOT FOUND. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (CE) MARK NOT FOUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. JS4526NICOLAUS USE 1939http://www.geocaching.com/mark/details.asp?PID=JS4526NICOLAUS USE 1939GeocacheGeocacheNICOLAUS USE 1939USEUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>NICOLAUS USE 1939</h1> <b> PID </b> JS4526 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> NICOLAUS (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 54 09.30978(N) 121 34 38.88509(W) ADJUSTED <br> <b> NAVD 88 </b> 11. (meters) 36. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -1.71 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.90 (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> 637,278.758 2</td><td>036,649.482</td><td> MT </td><td>0.99991970</td><td> +0 ' 15 59.0"</td></tr><tr><td>SPC CA 2 </td><td>2,090,805.39 6</td><td>681,907.51 </td><td> sFT </td><td>0.99991970</td><td> +0 ' 15 59.0"</td></tr><tr><td>UTM 10 </td><td>4,306,928.288 </td><td>623,350.966</td><td> MT </td><td>0.99978736</td><td> +0 ' 53 36.5"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000301 x 0.99991970 = 0.99992271 <br> <b>UTM 10 </b> 1.00000301 x 0.99978736 = 0.99979037 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 38 54 09.29346(N) 121 34 38.87276(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 38 54 09.66700(N) 121 34 35.01900(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: 10SFJ2335106928(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <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>1939 </td><td>MONUMENTED </td><td>USE</td></tr><tr><td>1971 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US ENGINEERS 1939 (FGJ) STATION IS LOCATED ON THE WEST FENCE LINE OF CATHOLIC CHUCHYARD IN THE TOWN OF NICOLAUS. THE STATION IS LOCATED APPROXIMATELY 20 FEET NORTH OF THE SOUTHWEST CORNER OF THE CHURCH, AND 155 FEET SOUTH OF THE STREET IN THE FRONT OF THE CHURCH. THE STATION IS MARKED WITH A STANDARD U.S. ENGINEERS BRASS CAP ON SECTION OF PIPE SET IN CONCRETE. <p>THE MAST USED IN THE OBSERVATIONS BELOW IS THE CENTER OF TOP OF HIGH STEEL POWER-MAST ON EAST SIDE OF FEATHER RIVER AT NICOLAUS. THE TOWERS ARE THE POWER CROSSING TOWERS AT RIVER CROSSING ABOUT 3 MILES SOUTH OF NICOLAUS. <p>STATION NICOLAUS ECC. IS DESCRIBED <p> <h2>STATION RECOVERY (1971) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS) THE STATION MARK WAS RECOVERED IN GOOD CONDITION. THE OLD CATHOLIC CHURCH HAS BEEN REMOVED AND REPLACED WITH A NEW CHURCH CLOSE BY. VISIBILITY IS OBSTRUCTED IN ALL DIRECTIONS BY NEARBY BUILDINGS AND TREES. A COMPLETE DESCRIPTION FOLLOWS-- <p>THE STATION IS LOCATED NEAR THE WEST CORNER OF THE CATHOLIC CHURCHYARD AND AT THE EDGE OF AN ALMOND ORCHARD IN THE EAST PART OF THE VILLAGE OF NICOLAUS AND IS ABOUT 1/4 MILE EAST OF THE POST OFFICE. <p>TO REACH THE STATION FROM THE POST OFFICE AT NICOLAUS GO NORTHEAST 0.15 MILE TO AN INTERSECTION. TURN RIGHT ONTO MARCUM ROAD AND GO SOUTHEAST 0.1 MILE TO THE CATHOLIC CHURCH AND THE STATION ON THE RIGHT. <p>THE STATION MARK IS AN UNSTAMPED U.S. ENGINEERS BRONZE CAP SCREWED TO THE TOP OF A 3-INCH PIPE PROJECTING 0.3 FOOT ABOVE A 15-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS 210 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 39.8 FEET WEST-SOUTHWEST OF THE WEST CORNER OF THE CHURCH, 29.6 FEET SOUTHWEST OF A GUYED POWERLINE POLE AND 2.0 FEET WEST-SOUTHWEST OF A WOODEN WITNESS POST. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NICOLAUS JS4525NICOLAUS USE ECC 1939http://www.geocaching.com/mark/details.asp?PID=JS4525NICOLAUS USE ECC 1939GeocacheGeocacheNICOLAUS USE ECC 1939CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>NICOLAUS USE ECC 1939</h1> <b> PID </b> JS4525 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> NICOLAUS (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 54 14.50622(N) 121 34 53.46202(W) ADJUSTED <br> <b> NAVD 88 </b> 9. (meters) 30. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> -1.76 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.89 (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> 637,437.362 2</td><td>036,297.532</td><td> MT </td><td>0.99991962</td><td> +0 ' 15 49.8"</td></tr><tr><td>SPC CA 2 </td><td>2,091,325.75 6</td><td>680,752.82 </td><td> sFT </td><td>0.99991962</td><td> +0 ' 15 49.8"</td></tr><tr><td>UTM 10 </td><td>4,307,083.010 </td><td>622,997.349</td><td> MT </td><td>0.99978629</td><td> +0 ' 53 27.4"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000332 x 0.99991962 = 0.99992294 <br> <b>UTM 10 </b> 1.00000332 x 0.99978629 = 0.99978961 <br> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>JS4526</td><td>NICOLAUS USE 1939 </td><td>386.063 METERS</td><td>114° 31' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 38 54 14.48976(N) 121 34 53.44960(W) AD(1984.00) 3 <br> <b> NAD 27 </b> 38 54 14.86400(N) 121 34 49.59500(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: 10SFJ2299707083(NAD 83) <br>MARKER: Z = SEE DESCRIPTION <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>1939 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1970 </td><td>SEE DESCRIPTION </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FGJ) THE STATION IS MARKED WITH A BRASS SCREW SET ATOP THE HOUSE OF THE OPERATOR ON THE BRIDGE CROSSING THE FEATHER RIVER AT NICOLAUS, IT IS 1266.61 FEET DISTANT FROM NICOLAUS (U.S.E.). <p>OBSERVATIONS WERE MADE UPON NICOLAUS ECC FROM MARKHAM AND RIEGO DURING THE OCCUPATION OF THOSE STATIONS. <p>ESTABLISHED IN COOPERATION WITH U.S. ENGINEERS. <p> <h2>STATION RECOVERY (1970) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS) THE BRIDGE AND ITS OPERATING HOUSE ON WHICH THE STATION MARK WAS SET HAVE BEEN REMOVED. STATION LOST. <p>AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT NICOLAUS KS0964P 114http://www.geocaching.com/mark/details.asp?PID=KS0964P 114GeocacheGeocacheP 114CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>P 114</h1> <b> PID </b> KS0964 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> YUBA CITY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 08 09. (N) 121 36 22. (W) SCALED <br> <b> NAVD 88 </b> 19.495 (meters) 63.96 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.20 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 19.483 (meters) 63.92 (feet) COMP <br> <b> MODELED GRAV</b> 980,028.5 (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> 663,160. </td><td> 2,034,050. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 18.796 (m) 61.67 (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: 10SFJ204327(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES <br>SP_SET: FOUNDATION <br>STAMPING: P 114 1932 61.621 <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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - October 15, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1932 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1934 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1987 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>19880808</td><td>GOOD </td><td>NGS</td></tr><tr><td>20041015</td><td>GOOD </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 AT YUBA CITY. AT YUBA CITY, SUTTER COUNTY, AT THE COURTHOUSE, AT THE HALL OF RECORDS, IN THE FACE OF THE FIRST FOUNDATION BLOCK SOUTH OF THE EAST ENTRANCE STEPS, AND IN THE SECOND ROW OF CONCRETE BLOCKS ABOVE THE GROUND. A STANDARD DISK, STAMPED 61.621 P 114 1932 AND SET VERTICALLY. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (DME) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 2004 (DLM) RECOVERED IN GOOD CONDITION. KS0909P 845http://www.geocaching.com/mark/details.asp?PID=KS0909P 845GeocacheGeocacheP 845CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>P 845</h1> <b> PID </b> KS0909 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> GRIDLEY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 16 24. (N) 121 39 41. (W) SCALED <br> <b> NAVD 88 </b> 23.637 (meters) 77.55 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -28.80 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 23.624 (meters) 77.51 (feet) COMP <br> <b> MODELED GRAV</b> 980,049.4 (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> 678,400. </td><td> 2,029,220. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 22.944 (m) 75.28 (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: 10SFJ154479(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SQUARE CONCRETE MONUMENT <br>STAMPING: P 845 1949 <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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 12, 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>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1987 </td><td>POOR </td><td>USPSQD</td></tr><tr><td>19880808</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040312</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 AT LIVE OAK. AT LIVE OAK, 171 FEET NORTH OF THE CENTER LINE OF ELM STREET, 41 FEET WEST OF THE WEST RAIL OF THE SOUTHERN PACIFIC RAILROAD, 40 FEET EAST OF THE CENTER LINE OF BROADWAY STREET, 9 FEET NORTHEAST OF A 4-FOOT PALM TREE, 2 1/2 FEET SOUTH OF A STEEL WITNESS POST, 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 (DME) MARK RECOVERED IN POOR CONDITION. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTIONS. THE 4-FOOT PALM TREE IS NOW A 45 FOOT PALM TREE. NOTE--THE DISK HAS BEEN HAMMERED ON AND THE STAMPING IS HARD TO READ. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. JS2207P 858http://www.geocaching.com/mark/details.asp?PID=JS2207P 858GeocacheGeocacheP 858CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>P 858</h1> <b> PID </b> JS2207 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> VERONA (1978) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 50 43. (N) 121 30 26. (W) SCALED <br> <b> NAVD 88 </b> 12.59 (+/-2cm) 41.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -30.17 (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> 630,950. </td><td> 2,042,780. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 11.876 (m) 38.96 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ295006(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: P 858 1949 <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 - May 04, 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>1987 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040312</td><td>MARK NOT FOUND </td><td>CADT</td></tr><tr><td>20050504</td><td>GOOD </td><td>CADWR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 1.7 MI E FROM CATLETT. 1.7 MILES EAST ALONG CATLETT ROAD FROM THE SACRAMENTO NORTHERN RAILWAY CROSSING AT CATLETT, 0.2 MILE EAST OF THE WESTERN PACIFIC RAILROAD CROSSING, 140 FEET NORTH OF THE ROY RICHMOND FARMHOUSE, 34 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 16 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY LEADING TO THE FARMHOUSE, 2.8 FEET SOUTH OF A WITNESS POST, 1.4 FEET SOUTH OF A MESH WIRE FENCE CORNER, ABOUT LEVEL WITH 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 (DME) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. <p> <h2>STATION RECOVERY (2005) </h2> <p>RECOVERY NOTE BY CA DEPT OF WATER RES 2005 RECOVERED IN GOOD CONDITION. JS4533PASShttp://www.geocaching.com/mark/details.asp?PID=JS4533PASSGeocacheGeocachePASSCADTCADH Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>PASS</h1> <b> PID </b> JS4533 <br> <b> STATE/COUNTY</b> CA/SUTTER <br> <b> USGS QUAD </b> SUTTER CAUSEWAY (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 58 00.01155(N) 121 40 19.72504(W) ADJUSTED <br> <b> NAVD 88 </b> 17.2 (meters) 56. (feet) GPS OBS <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> X </b> -2,607,251.735 (meters) COMP <br> <b> Y </b> -4,226,094.345 (meters) COMP <br> <b> Z </b> 3,989,433.023 (meters) COMP <br> <b> LAPLACE CORR</b> -1.87 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> -12.35 (meters) (09/16/94) GPS OBS <br> <b> GEOID HEIGHT</b> -29.60 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <b> ELLP ORDER </b> FOURTH CLASS II <br> <p>The horizontal coordinates were established by GPS observations and adjusted by the National Geodetic Survey in September 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> 644,358.442 2</td><td>028,411.720</td><td> MT </td><td>0.99991678</td><td> +0 ' 12 24.1"</td></tr><tr><td>SPC CA 2 </td><td>2,114,032.66 6</td><td>654,880.78 </td><td> sFT </td><td>0.99991678</td><td> +0 ' 12 24.1"</td></tr><tr><td>UTM 10 </td><td>4,313,916.291 </td><td>615,037.322</td><td> MT </td><td>0.99976295</td><td> +0 ' 50 06.5"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 1.00000194 x 0.99991678 = 0.99991872 <br> <b>UTM 10 </b> 1.00000194 x 0.99976295 = 0.99976489 <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> TOWN </td><td>339° 23' 00.5"</td></tr><tr><td>UTM 10 </td><td> TOWN </td><td>338° 45' 18.1"</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>DB4919</td><td>PASS RM 1 </td><td> 11.185 METERS</td><td>077° 46' </td></tr><tr><td>DB4920</td><td>PASS RM 2 </td><td> 15.186 METERS</td><td>298° 17' </td></tr><tr><td>KS1831</td><td>TOWN </td><td>APPROX. 4.4 KM</td><td>339° 35' 24.6"</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1992)</b> 38 58 00.00966(N) 121 40 19.72869(W) AD(1991.35) 2 <br> <b> NAD 83(1986)</b> 38 57 59.99718(N) 121 40 19.72270(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 38 58 00.38010(N) 121 40 15.84848(W) AD( ) 2 <br> NGVD 29 (07/19/86) 16.4 (m) 54. (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: 10SFJ1503713916(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: PASS 1974 <br>MARK LOGO: CADH <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1974 </td><td>MONUMENTED </td><td>CADT</td></tr><tr><td>1974 </td><td>GOOD </td><td>CADT</td></tr><tr><td>19930806</td><td>GOOD </td><td>CADT</td></tr><tr><td>20050420</td><td>GOOD </td><td>CADWR</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1974 (DRG) STATION IS LOCATED ABOUT 6.5 MILES NW OF NICOLAUS AND ABOUT 6.8 MILES NE OF ROBBINS ON A LEVEE ROAD. <p>TO REACH STATION FROM THE U.S. POST OFFICE IN ROBBINS, GO WEST 0.05 MILE ON DEL MONTE AVENUE TO SACRAMENTO VALLEY BOULEVARD, TURN RIGHT ON SACRAMENTO VALLEY BOULEVARD, AND GO NW 0.2 MILE TO HIGHWAY 113, TURN RIGHT ON HIGHWAY 113 AND GO NORTHEASTERLY 6.8 MILES ACROSS SUTTER BYPASS BRIDGE AND STATION ON RIGHT. <p>STATION MARK IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED---PASS 1974---IN 12-INCH CONCRETE CYLINDER FLUSH WITH PAVEMENT, 3.0 FEET SW OF CENTERLINE OF ROAD, 11.0 FEET SW OF ASPHALT DIKE, 50.2 FEET ESE OF NE CORNER OF BRIDGE, 69.5 FEET EAST OF CENTERLINE OF HIGHWAY 113. <p>AN UNDERGROUND MARK IDENTICAL WITH SURFACE DISK WAS SET IN CONCRETE 3.5 FEET BELOW SURFACE. <p>REFERENCE MARK 1 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED--- PASS 1974 RM NO 1---SET IN 12-INCH CONCRETE CYLINDER PROJECTING 0.5 FOOT, 2.7 FEET WEST OF ASPHALT DIKE, 2.7 FEET WEST OF SOUTH END OF GUARD RAIL, 17.2 FEET WEST OF CENTERLINE OF ROAD AND 3.0 FEET LOWER THAN STATION. <p>REFERENCE MARK 2 IS A DIVISION OF HIGHWAYS BRASS DISK STAMPED--- PASS 1974 RM NO 2---SET IN DRILL HOLE ON EAST CONCRETE BRIDGE RAIL, 3.0 FOOT SOUTH OF NORTH END OF BRIDGE RAIL, 21.0 FEET EAST OF CENTERLINE OF HIGHWAY 113, 4.5 FEET HIGHER THAN STATION. <p> <h2>STATION RECOVERY (1974) </h2> <p>RECOVERY NOTE BY CALTRANS 1974 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1993) </h2> <p>RECOVERY NOTE BY CALTRANS 1993 THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE RECOVERED AS DESCRIBED. A NEW TO REACH FOLLOWS. $ THE STATION IS LOCATED ABOUT 12 MI (19.3 KM) SOUTH OF YUBA CITY. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 20 AND 99 IN YUBA CITY, GO SOUTH ON HIGHWAY 99 FOR 4.55 MI (7.32 KM) TO THE INTERSECTION OF BARRY ROAD. CONTINUE SOUTH ON HIGHWAY 99 FOR 5.05 MI (8.13 KM) TO THE JUNCTION OF STATE HIGHWAY 113. TURN RIGHT AND GO WEST THEN SOUTH ON HIGHWAY 113 FOR 4.4 MI (7.1 KM) TO THE INTERSECTION WITH A LEVEE ACCESS ROAD, ABOUT 0.2 MI (0.3 KM) NORTH ON THE NORTH END OF THE SUTTER CAUSEWAY BRIDGE (NO. 18-32). TURN LEFT AND GO EAST THEN SOUTH ON THE LEVEE ACCESS ROAD FOR 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT. THE STATION IS 51.0 FT (15.5 M) WEST OF THE CENTERLINE OF THE LEVEE ACCESS R