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The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value.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Superseded Survey Control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Superseded values are not recommended for survey control.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 See file dsdata.txt to determine how the superseded data were derived.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><