Benchmark file generated by bmgpxbmgpx by Ron Parkerbmgpx@parkrrrr.comJS4834051 Ahttp://www.geocaching.com/mark/details.asp?PID=JS4834051 AGeocacheGeocache051 ANOSNOS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> SACS </b> This is a Secondary Airport Control Station. <br> <h1>051 A</h1> <b> PID </b> JS4834 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> LINCOLN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1998)</b> 38 55 02.39360(N) 121 21 12.63054(W) ADJUSTED <br> <b> NAVD 88 </b> 36.16 (meters) 118.6 (feet) GPS OBS <br> <hr> <b> EPOCH DATE </b> 1998.50 <br> <b> X </b> -2,585,507.998 (meters) COMP <br> <b> Y </b> -4,243,481.036 (meters) COMP <br> <b> Z </b> 3,985,184.791 (meters) COMP <br> <b> LAPLACE CORR</b> 5.77 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> 6.56 (meters) (05/31/01) GPS OBS <br> <b> GEOID HEIGHT</b> -29.62 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <b> ELLP ORDER </b> FOURTH CLASS II <br> <p>This mark is at Lincoln Municipal Airport (O51) This mark is at Karl Harder Field Airport (LHM) <p>The horizontal coordinates were established by GPS observations and adjusted by the National Geodetic Survey in May 2001. 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>GPS derived orthometric heights for airport stations designated as PACS or SACS are published to 2 decimal places. This maintains centimeter relative accuracy between the PACS and SACS. It does not indicate centimeter accuracy relative to other marks which are part of the NAVD 88 network. <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> 639,029.794 2</td><td>056,063.326</td><td> MT </td><td>0.99991892</td><td> +0 ' 24 27.3"</td></tr><tr><td>SPC CA 2 </td><td>2,096,550.25 6</td><td>745,601.10 </td><td> sFT </td><td>0.99991892</td><td> +0 ' 24 27.3"</td></tr><tr><td>UTM 10 </td><td>4,308,891.459 </td><td>642,742.529</td><td> MT </td><td>0.99985090</td><td> +1 ' 02 04.2"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99999897 x 0.99991892 = 0.99991789 <br> <b>UTM 10 </b> 0.99999897 x 0.99985090 = 0.99984987 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1994)</b> 38 55 02.39172(N) 121 21 12.62744(W) AD( ) 2 <br> <b> NAD 83(1992)</b> 38 55 02.39172(N) 121 21 12.62744(W) AD(1991.35) 2 <br> ELLIP H (04/05/94) 6.54 (m) GP(1991.35) 4 2 <br>
NGVD 29 (04/05/94) 35.48 (m) 116.4 (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: 10SFJ4274308891(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 051 A 1987 <br>MARK LOGO: NOS <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 29, 2000 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1987 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>19920515</td><td>GOOD</td><td>NOS</td></tr><tr><td>19930615</td><td>GOOD </td><td>NGS</td></tr><tr><td>20001029</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL OCEAN SERVICE 1987 LOCATED AT THE LINCOLN MUNICIPAL AIRPORT IN LINCOLN. STATION IS LOCATED JUST EAST OF THE NORTH END OF THE NORTH-SOUTH RUNWAY. IT IS 24.5 FT (7.47 M) SOUTHWEST OF THE CENTER OF A DRAIN GRATE NORTHEAST OF THE RUNWAY END, 41.0 FT (12.50 M) WEST OF THE SECOND BLUE TAXIWAY LIGHT FROM THE EDGE OF THE RUNWAY, 34.7 FT (10.58 M) NORTHWEST OF THE NORTH EDGE OF THE TAXIWAY LEADING TO THE RUNWAY END, 26.0 FT (7.92 M) NORTH OF THE FIRST TAXIWAY LIGHT FROM THE RUNWAY, 100.7 FT (30.69 M) NORTHEAST OF THE MOST EASTERLY GREEN AND RED THRESHOLD LIGHT. A STANDARD NOS DISK SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED - 051 A 1987 - . <p> <h2>STATION RECOVERY (1992) </h2> <p>RECOVERED 1992 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1993) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 THIS STATION IS LOCATED AT THE NORTH END OF LINCOLN MUNI AIRPORT. IT IS 24.5 FT (7.5 M) SOUTHWEST OF THE CENTER OF A DRAIN GRATE. IT IS 41.0 FT (12.5 M) WEST OIF THE 2ND TAXIWAY LIGHT FROM RUNWAY END 15, 34.7 FT (10.6 M) NORTHWEST OF THE NORTH EDGE OF TAXIWAY LEADING TO THE RUNWAY END. AND 26.0 NORTH OF THE 1ST TAXIWAY LIGHT FROM RUNWAY END 15, 100.7 FT (30.7 M) NORTHEAST OF THE EASTERLY THRESHOLD LIGHT AT CENTERLINE END RUNWAY 15. IT IS A STANDARD NOS DISK STAMPED 051 A 1987. <p> <h2>STATION RECOVERY (2000) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL) THE STATION IS LOCATED AT THE LINCOLN MUNICIPAL AIRPORT. OWNERSHIP IS THE CITY OF LINCOLN. CONTACT ROY KENNEDY, 1480 FLIGHTLINE DRIVE LINCOLN, CA 95648. PHONE 916-645-3443. THIS IS A SACS STATION TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 65 AND STATE HIGHWAY 193 IN LINCOLN GO NORTH ON HIGHWAY 65 FOR 0.20 MILES (0.32 KM) TO A CROSSROAD 7TH STREET, TURN LEFT WEST ON 7TH STREET FOR 0.05 MILES (0.08 KM) TO A CROSSROAD NICOLAUS ROAD, TURN RIGHT AND FOLLOW ROAD NORTHWESTERLY FOR 2.70 MILES (4.35 KM) TO A CROSSROAD, TURN RIGHT NORTH ON AVIATION BOULEVARD FOR 0.20 MILES (0.32 KM) TO A SIDE ROAD ON THE LEFT FLIGHT LINE DRIVE, TURN LEFT NORTHWESTERLY AND GO 0.40 MILES (0.64 KM) TO GATE 2 ON THE LEFT AT THE LINCOLN AIRPORT, GO WEST THRU THE GATE FOR 0.05 MILES (0.08 KM) TO THE RAMP, CONTINUE WEST CROSSING THE RAMP FOR 0.20 MILES (0.32 KM) TO THE PARALLEL TAXIWAY, TURN RIGHT NORTH ON TAXIWAY AND GO 0.80 MILES (1.29 KM) TO A CONNECTING TAXIWAY LEADING TO RUNWAY END 15, TURN LEFT WEST ON CONNECTING TAXIWAY FOR 0.10 MILES (0.16 KM) TO THE STATION ON THE RIGHT. 12.5 M (41.0 FT) WEST OF THE 2ND TAXIWAY LIGHT EAST OF RUNWAY END 15, 10.6 M (34.8 FT) NORTHWEST OF THE NORTH EDGE OF CONNECTING TAXIWAY, 7.5 M (24.6 FT) SOUTHWEST OF THE CENTER OF A METAL DRAIN GRATE AND .3 M (1.0 FT) SOUTH OF A WITNESS POST. JS4833051 Bhttp://www.geocaching.com/mark/details.asp?PID=JS4833051 BGeocacheGeocache051 BNOSNOS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>051 B</h1> <b> PID </b> JS4833 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> LINCOLN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1998)</b> 38 54 04.23863(N) 121 20 53.73892(W) ADJUSTED <br> <b> NAVD 88 </b> 36.0 (meters) 118. (feet) GPS OBS <br> <hr> <b> EPOCH DATE </b> 1998.50 <br> <b> X </b> -2,585,705.233 (meters) COMP <br> <b> Y </b> -4,244,679.637 (meters) COMP <br> <b> Z </b> 3,983,789.196 (meters) COMP <br> <b> LAPLACE CORR</b> 5.21 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> 6.36 (meters) (01/24/02) GPS OBS <br> <b> GEOID HEIGHT</b> -29.70 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <b> ELLP ORDER </b> FOURTH CLASS II <br> <p>This mark is at Lincoln Municipal Airport (O51) <p>The horizontal coordinates were established by GPS observations and adjusted by the National Geodetic Survey in January 2002. 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> 637,239.901 2</td><td>056,531.253</td><td> MT </td><td>0.99991978</td><td> +0 ' 24 39.2"</td></tr><tr><td>SPC CA 2 </td><td>2,090,677.91 6</td><td>747,136.29 </td><td> sFT </td><td>0.99991978</td><td> +0 ' 24 39.2"</td></tr><tr><td>UTM 10 </td><td>4,307,106.912 </td><td>643,229.973</td><td> MT </td><td>0.99985262</td><td> +1 ' 02 14.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99999900 x 0.99991978 = 0.99991878 <br> <b>UTM 10 </b> 0.99999900 x 0.99985262 = 0.99985162 <br> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>JS4608</td><td>LINCOLN AZ MK </td><td> 56.826 METERS</td><td>256° 29' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1992)</b> 38 54 04.23670(N) 121 20 53.73505(W) AD(1991.35) 2 <br> ELLIP H (04/05/94) 6.38 (m) GP(1991.35) 4 2 <br>
NGVD 29 (04/05/94) 35.34 (m) 115.9 (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: 10SFJ4323007107(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 051 B 1987 <br>MARK LOGO: NOS <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, 2001 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1987 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>19920515</td><td>GOOD</td><td>NOS</td></tr><tr><td>19930615</td><td>GOOD </td><td>NGS</td></tr><tr><td>20011015</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL OCEAN SERVICE 1987 STATION IS LOCATED AT THE SOUTH END OF THE LINCOLN MUNICIPAL AIRPORT IN LINCOLN JUST EAST OF THE SOUTH END OF THE RUNWAY. IT IS 43.5 FT (13.26 M) EAST OF THE SOUTHEAST CORNER OF A SIGN SHOWING THE DIRECTION TO THE RAMP, 73.7 FT (22.46 M) EAST OF THE MOST EASTERLY RED AND GREEN THRESHOLD LIGHT, 33.9 FT (10.33 M) SOUTHEAST OF THE SOUTH EDGE OF THE TAXIWAY, 43.1 FT (13.14 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A 33 SIGN, 87.6 FT (26.70 M) SOUTHWEST OF THE FIRST TAXIWAY LIGHT FROM THE EDGE OF THE RUNWAY. <p> <h2>STATION RECOVERY (1992) </h2> <p>RECOVERED 1992 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1993) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 THIS STATION IS LOCATED AT THE SOUTH END OF LINCOLN MUNI AIRPORT. IT IS LOCATED 43.5 FT (13.3 M) EAST OF THE SOUTHEAST CORNER OF A RAMP SIGN, 73.7 FT (22.5 M) EAST OF THE EASTERLY RUNWAY THRESHOLD LIGHT, 33.9 FT (10.3 M) SOUTHEAST OF THE SOUTH EDGE OF THE TAXIWAY LEADING TO RUNWAY END 33, 43.1 FT (13.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A 33 SIGN, 857.6 FT (261.4 M) SOUTHWEST OF THE 1ST TAXIWAY LIGHT ON THE SOUTHSIDE LEADING TO RUNWAY 33. IT IS A STANDARD NOS DISK STAMPED 051 B 1987. <p> <h2>STATION RECOVERY (2001) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (MAC) RECOVERED AS DESCRIBED. <p>JS4832051 Dhttp://www.geocaching.com/mark/details.asp?PID=JS4832051 DGeocacheGeocache051 DNOSNOS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <b> SACS </b> This is a Secondary Airport Control Station. <br> <h1>051 D</h1> <b> PID </b> JS4832 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> LINCOLN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1998)</b> 38 54 37.32403(N) 121 20 53.86544(W) ADJUSTED <br> <b> NAVD 88 </b> 36.63 (meters) 120.2 (feet) GPS OBS <br> <hr> <b> EPOCH DATE </b> 1998.50 <br> <b> X </b> -2,585,374.744 (meters) COMP <br> <b> Y </b> -4,244,131.249 (meters) COMP <br> <b> Z </b> 3,984,583.544 (meters) COMP <br> <b> LAPLACE CORR</b> 5.59 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> 7.00 (meters) (05/31/01) GPS OBS <br> <b> GEOID HEIGHT</b> -29.64 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> FIRST <br> <b> ELLP ORDER </b> FOURTH CLASS II <br> <p>This mark is at Lincoln Municipal Airport (O51) This mark is at Karl Harder Field Airport (LHM) <p>The horizontal coordinates were established by GPS observations and adjusted by the National Geodetic Survey in May 2001. 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>GPS derived orthometric heights for airport stations designated as PACS or SACS are published to 2 decimal places. This maintains centimeter relative accuracy between the PACS and SACS. It does not indicate centimeter accuracy relative to other marks which are part of the NAVD 88 network. <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> 638,260.030 2</td><td>056,520.889</td><td> MT </td><td>0.99991928</td><td> +0 ' 24 39.2"</td></tr><tr><td>SPC CA 2 </td><td>2,094,024.78 6</td><td>747,102.28 </td><td> sFT </td><td>0.99991928</td><td> +0 ' 24 39.2"</td></tr><tr><td>UTM 10 </td><td>4,308,126.798 </td><td>643,208.454</td><td> MT </td><td>0.99985254</td><td> +1 ' 02 15.4"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99999890 x 0.99991928 = 0.99991818 <br> <b>UTM 10 </b> 0.99999890 x 0.99985254 = 0.99985144 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1994)</b> 38 54 37.32203(N) 121 20 53.86203(W) AD( ) 2 <br> <b> NAD 83(1992)</b> 38 54 37.32203(N) 121 20 53.86203(W) AD(1991.35) 2 <br> ELLIP H (04/05/94) 7.03 (m) GP(1991.35) 4 2 <br>
NGVD 29 (04/05/94) 35.9 (m) 118. (f) GPS OBS <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ4320808127(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: DRILL HOLE IN CONCRETE ELECTRIC <br>STAMPING: 051 D 1992 <br>MARK LOGO: NOS <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 29, 2000 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1992 </td><td>MONUMENTED </td><td>NOS</td></tr><tr><td>19930916</td><td>GOOD </td><td>NGS</td></tr><tr><td>20001029</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL OCEAN SERVICE 1992 STATION IS LOCATED AT THE MID-SECTION OF THE LINCOLN MUNICIPAL AIRPORT EAST OF THE TAXIWAY PARALLEL TO THE RUNWAY AND NORTH OF AN EAST-WEST TAXIWAY LEADING TO T-HANGARS ABOUT 0.2 MI (0.32 KM) NORTH OF THE AIRPORT OFFICE BUILDING. IT IS 48.7 FT (14.84 M) EAST OF THE NORTH-SOUTH TAXIWAY, 35.1 FT (10.70 M) NORTH OF THE EAST-WEST TAXIWAY, 12.4 FT (3.78 M) SOUTHWEST OF THE END OF A CULVERT AND 8.6 FT (2.62 M) SOUTHEAST OF A BLUE TAXIWAY LIGHT. SET IN A DRILL HOLE IN A CONCRETE ELECTRICAL VAULT. <p> <h2>STATION RECOVERY (1993) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 STATION IS LOCATED ABOUT 0.2 MI (0.3 KM) NORTH OF THE AIRPORT OFFICE BUILDING EAST OF THE TAXIWAY RUNNING PARALLEL TO THE RUNWAY, AND NORTH OF AN EAST-WEST TAXIWAY LEADING TO T-HANGARS. IT IS 48.7 FT (14.8 M) EAST OF THE PARALLEL TAXIWAY, 35.1 FT (10.7 M) NORTH OF THE EAST-WEST TAXIWAY, 12.4 FT (3.8 M) SOUTHWEST OF THE END OF A CULVERT AND 8.6 FT (2.6 M) SOUTHEAST OF A TAXIWAY LIGHT. STATION IS SET IN A DRILL HOLE IN A CONCRETE ELECTRIC VAULT. MONUMENT IS A NOS DISK STAMPED 051 D 1992. <p> <h2>STATION RECOVERY (2000) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (AJL) THE STATION IS LOCATED AT THE LINCOLN MUNICIPAL AIRPORT. OWNERSHIP IS THE CITY OF LINCOLN. CONTACT ROY KENNEDY, 1480 FLIGHTLINE DRIVE LINCOLN, CA 95648. PHONE 916-645-3443. THIS IS A SACS STATION. TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 65 AND STATE HIGHWAY 193 IN LINCOLN, GO NORTH ON HIGHWAY 65 FOR 0.20 MILES (0.32 KM) TO A CROSSROAD 7TH STREET, TURN LEFT WEST ON 7TH STREET FOR 0.05 MILES (0.08 KM) TO A CROSSROAD NICOLAUS ROAD, TURN RIGHT AND FOLLOW ROAD NORTHWESTERLY FOR 2.70 MILES (4.35 KM) TO A CROSSROAD, TURN RIGHT ON AVIATION BOULEVARD FOR 0.20 MILES (0.32 KM) TO A SIDE ROAD ON THE LEFT, FLIGHT LINE DRIVE, TURN LEFT NORTHWESTERLY AND GO 0.40 MILES (0.64 KM) TO GATE 2 ON THE LEFT AT THE LINCOLN AIRPORT, GO WEST THRU THE GATE FOR 0.05 MILES (0.08 KM) TO THE RAMP, CONTINUE WEST CROSSING THE RAMP FOR 0.20 MILES (0.32 KM) TO THE PARALLEL TAXIWAY, TURN RIGHT NORTH ON TAXIWAY AND GO 0.30 MILES (0.48 KM) TO A CONNECTING TAXIWAY LEADING TO A LARGE HANGAR AND THE STATION ON THE RIGHT. 14.8 M (48.6 FT) EAST OF THE CENTERLINE OF THE PARALLEL TAXIWAY, 10.7 M (35.1 FT) NORTH OF THE CENTERLINE OF CONNECTING TAXIWAY, 3.8 M (12.5 FT) SOUTHWEST OF THE NORTH END OF A CONCRETE CULVERT AND 2.6 M (8.5 FT) SOUTHEAST OF A TAXIWAY LIGHT. JS0696108http://www.geocaching.com/mark/details.asp?PID=JS0696108GeocacheGeocache108CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>108</h1> <b> PID </b> JS0696 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> CITRUS HEIGHTS (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 43 17. (N) 121 17 25. (W) SCALED <br> <b> NAVD 88 </b> 49.10 (+/-2cm) 161.1 (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> 617,320. </td><td> 2,061,720. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 48.339 (m) 158.59 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH486872(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>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1990 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>20040313</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 2.1 MI S FROM ROSEVILLE. 2.1 MILES SOUTH ALONG U.S. HIGHWAY 99 E FROM THE POST OFFICE AT ROSEVILLE, AT THE SACRAMENTO-PLACER COUNTY LINE, 61 FEET EAST OF THE COUNTY LINE SIGN, 35 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET NORTH OF POWER LINE POLE, 26 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF WALT AND LOLAS CAFE, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE SURFACED DRIVEWAY. <p> <h2>STATION RECOVERY (1990) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1990 (EH) MARK NOT FOUND. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. JS0873110 BBFhttp://www.geocaching.com/mark/details.asp?PID=JS0873110 BBFGeocacheGeocache110 BBFUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>110 BBF</h1> <b> PID </b> JS0873 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> LINCOLN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 56 42. (N) 121 21 19. (W) SCALED <br> <b> NAVD 88 </b> 34.451 (meters) 113.03 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.45 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 34.429 (meters) 112.96 (feet) COMP <br> <b> MODELED GRAV</b> 980,007.8 (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> 642,100. </td><td> 2,055,890. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 33.738 (m) 110.69 (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: 10SFJ425119(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: 110 B B F 1908 <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>CGS</td></tr><tr><td>19880822</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 2.8 MI SE FROM SHERIDAN. 2.8 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE POST OFFICE AT SHERIDAN, ABOUT 7 RAILS SOUTH OF THE BROCK SIDING SIGN, 43.0 FEET EAST OF THE EAST RAIL, 34 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 99 E, 9 FEET EAST OF MILEPOST 122, 1.2 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACKS, AND RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.6 FEET ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. JS06461132 Bhttp://www.geocaching.com/mark/details.asp?PID=JS06461132 BGeocacheGeocache1132 BUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1132 B</h1> <b> PID </b> JS0646 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> DEVIL PEAK (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 59 39. (N) 120 37 17. (W) SCALED <br> <b> NAVD 88 </b> 1388.52 (+/-2cm) 4555.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -25.43 (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> 648,270. </td><td> 2,119,420. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 1387.592 (m) 4552.46 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ059188(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: PINE TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 28.4 MI NE FROM GEORGETOWN. 8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE POST OFFICE AT GEORGETOWN, THENCE 19.85 MILES NORTHEAST ALONG THE RALSTON RIDGE ROAD, SET VERTICALLY IN THE CENTER OF A TRIANGULAR BLAZE PAINTED WHITE ON A 24-INCH PINE TREE, 62.1 FEET NORTHWEST OF B M U 868, ABOUT 4.0 FEET ABOVE THE GROUND. JS0868114http://www.geocaching.com/mark/details.asp?PID=JS0868114GeocacheGeocache114USGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>114</h1> <b> PID </b> JS0868 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> LINCOLN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 58 46. (N) 121 22 32. (W) SCALED <br> <b> NAVD 88 </b> 35.64 (+/-2cm) 116.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.32 (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> 645,910. </td><td> 2,054,100. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 34.96 (m) 114.7 (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: 10SFJ407157(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: 114.600 114 B B B E 1908 <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19880822</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 AT SHERIDAN. AT SHERIDAN, 6 RAILS SOUTHEAST OF THE U.S. HIGHWAY 99 E CROSSING, ABOUT 85 YARDS SOUTH OF THE SOUTHWEST CORNER OF THE SHERIDAN GENERAL STORE AND POST OFFICE BUILDING, 59 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 59 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 5.4 FEET WEST OF THE NORTHEAST CORNER OF THE WALTER JANSEN AND SON WAREHOUSE BUILDING, ABOUT 3 FEET HIGHER THAN THE TRACK, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. JS0875114.0http://www.geocaching.com/mark/details.asp?PID=JS0875114.0GeocacheGeocache114.0CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>114.0</h1> <b> PID </b> JS0875 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> LINCOLN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 55 59. (N) 121 20 43. (W) SCALED <br> <b> NAVD 88 </b> 35.493 (meters) 116.45 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.49 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 35.471 (meters) 116.37 (feet) COMP <br> <b> MODELED GRAV</b> 980,003.4 (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> 640,780. </td><td> 2,056,760. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 34.782 (m) 114.11 (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: 10SFJ434106(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19861001</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>19880823</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 4 MI NW FROM LINCOLN. ABOUT 4.0 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT LINCOLN, PLACER COUNTY, ABOUT 130 FEET NORTH OF THE ROAD CROSSING AT THE SIGNBOARD AT EWING, ABOUT 80 FEET EAST OF THE TRACK, AND ON THE WEST HEAD WALL OF A CONCRETE HIGHWAY CULVERT. AN OUTLINED SQUARE. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (MEI) MARK NOT FOUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. JS0898124 BBKhttp://www.geocaching.com/mark/details.asp?PID=JS0898124 BBKGeocacheGeocache124 BBKUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>124 BBK</h1> <b> PID </b> JS0898 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> ROSEVILLE (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 50 14. (N) 121 18 27. (W) SCALED <br> <b> NAVD 88 </b> 38.74 (+/-2cm) 127.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.91 (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> 630,170. </td><td> 2,060,120. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 38.03 (m) 124.8 (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: 10SFJ468000(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: 124.649 124 B B K 1908 <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>CGS</td></tr><tr><td>1986 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>19880824</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 3.9 MI S FROM LINCOLN. ABOUT 3.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT LINCOLN, PLACER COUNTY, 6-1/2 FEET NORTH OF A POINT 11 FEET EAST OF MILEPOST 113, 46 FEET EAST OF THE TRACK, AND AT THE FENCE LINE. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (DME) MARK NOT FOUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. JS0902131 BBLhttp://www.geocaching.com/mark/details.asp?PID=JS0902131 BBLGeocacheGeocache131 BBLUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>131 BBL</h1> <b> PID </b> JS0902 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> ROSEVILLE (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 47 32. (N) 121 18 30. (W) SCALED <br> <b> NAVD 88 </b> 40.960 (meters) 134.38 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -30.09 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 40.933 (meters) 134.29 (feet) COMP <br> <b> MODELED GRAV</b> 979,968.4 (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> 625,170. </td><td> 2,060,090. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 40.26 (m) 132.1 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH469950(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: 132.014 131 B B L 1908 <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>CGS</td></tr><tr><td>1986 </td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>19880824</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 3.2 MI N FROM ROSEVILLE. 3.2 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT ROSEVILLE, 0.15 MILE SOUTH OF A PRIVATE ROAD CROSSING, 54 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 99 E, 43.8 FEET EAST OF THE EAST RAIL, 16 1/2 FEET EAST OF MILEPOST 110, 2 FEET NORTH OF A WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND RIVETED ON TOP OF A 3 1/2-IRON PIPE PROJECTING 0.8 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (DME) MARK NOT FOUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. JS0880131.4http://www.geocaching.com/mark/details.asp?PID=JS0880131.4GeocacheGeocache131.4CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>131.4</h1> <b> PID </b> JS0880 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> LINCOLN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 55 19. (N) 121 19 55. (W) SCALED <br> <b> NAVD 88 </b> 40.789 (meters) 133.82 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.52 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 40.763 (meters) 133.74 (feet) COMP <br> <b> MODELED GRAV</b> 979,997.5 (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> 639,560. </td><td> 2,057,930. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 40.077 (m) 131.49 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ446094(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19861001</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>19880823</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 3 MI NW FROM LINCOLN. ABOUT 3.0 MILES NORTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT LINCOLN, PLACER COUNTY, AT MILEPOST 120, ABOUT 80 FEET EAST OF THE TRACK, AND ON THE WEST HEAD WALL OF A CONCRETE HIGHWAY CULVERT. AN OUTLINED SQUARE. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (MEI) MARK NOT FOUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. JS0882141 BBGhttp://www.geocaching.com/mark/details.asp?PID=JS0882141 BBGGeocacheGeocache141 BBGUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>141 BBG</h1> <b> PID </b> JS0882 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> LINCOLN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 54 44. (N) 121 19 06. (W) SCALED <br> <b> NAVD 88 </b> 44.043 (meters) 144.50 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.54 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 44.015 (meters) 144.41 (feet) COMP <br> <b> MODELED GRAV</b> 979,990.6 (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> 638,490. </td><td> 2,059,120. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 43.33 (m) 142.2 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ458083(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: 141 B B G 1908 142.070 <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>CGS</td></tr><tr><td>19880823</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 2 MI NW FROM LINCOLN. 2.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT LINCOLN, 0.7 MILE NORTHWEST OF THE CLAYTON SIDING SIGN, 43.7 FEET NORTHEAST OF THE NORTHEAST RAIL, 34 FEET SOUTHWEST OF THE CENTER LINE OF U.S. HIGHWAY 99E, 12 FEET NORTHEAST OF MILEPOST 119, 2.3 FEET NORTHWEST OF A WITNESS POST, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. JS0884163 BBHhttp://www.geocaching.com/mark/details.asp?PID=JS0884163 BBHGeocacheGeocache163 BBHUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>163 BBH</h1> <b> PID </b> JS0884 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> LINCOLN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 53 33. (N) 121 17 37. (W) SCALED <br> <b> NAVD 88 </b> 50.635 (meters) 166.12 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.58 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 50.602 (meters) 166.02 (feet) COMP <br> <b> MODELED GRAV</b> 979,979.1 (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> 636,310. </td><td> 2,061,280. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 49.92 (m) 163.8 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ479062(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: 163.694 163 B B H 1908 <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>CGS</td></tr><tr><td>19880823</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 AT LINCOLN. AT THE NORTH END OF THE SOUTHERN PACIFIC CO. RAILROAD STATION, NEAR THE NORTH EDGE OF THE RAMP LEADING TO THE LOADING PLATFORM, AND 50 FEET EAST OF THE MAIN (WEST) TRACK. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. JS09451641http://www.geocaching.com/mark/details.asp?PID=JS09451641GeocacheGeocache1641USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>1641</h1> <b> PID </b> JS0945 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> AUBURN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 57 09. (N) 121 04 22. (W) SCALED <br> <b> NAVD 88 </b> 500.988 (meters) 1643.66 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -27.82 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 500.647 (meters) 1642.54 (feet) COMP <br> <b> MODELED GRAV</b> 979,932.1 (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> 643,140. </td><td> 2,080,370. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 500.31 (m) 1641.4 (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: 10SFJ670132(NAD 83) <br>MARKER: X = CHISELED CROSS <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: STEP <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1947 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1947 4.5 MI N FROM AUBURN. ABOUT 3.0 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT AUBURN, THENCE 1.4 MILES NORTHWEST ALONG AN ASPHALT ROAD LEADING TO THE AUBURN AIRPORT, THENCE 0.1 MILE EAST ALONG A ROCK ROAD TO THE AUBURN WEATHER STATION, AT THE MAIN ENTRANCE TO THE AUBURN WEATHER STATION, ON TOP AND AT THE SOUTH END OF THE BOTTOM CONCRETE STEP, 0.2 FOOT NORTH OF THE SOUTH END OF THE STEP AND 0.5 FOOT WEST OF A PAINTED SIGN U.S.B.M. 1640.995. JS0885167 Ihttp://www.geocaching.com/mark/details.asp?PID=JS0885167 IGeocacheGeocache167 IUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>167 I</h1> <b> PID </b> JS0885 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> LINCOLN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 53 31. (N) 121 17 34. (W) SCALED <br> <b> NAVD 88 </b> 52.021 (meters) 170.67 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.58 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 51.987 (meters) 170.56 (feet) COMP <br> <b> MODELED GRAV</b> 979,978.9 (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. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 636,250. </td><td> 2,061,350. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 51.31 (m) 168.3 (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: 10SFJ480061(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC. <br>SP_SET: SIDEWALK <br>STAMPING: 168.205 167 I <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - August 23, 1988 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1961 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19880823</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1961 AT LINCOLN. AT LINCOLN, PLACER COUNTY, AT THE STANDARD SERVICE STATION, AND IN THE NORTHEAST CORNER OF THE CONCRETE SIDEWALK. AT THE SOUTHEAST CORNER OF THE INTERSECTION OF FIFTH AND G STREETS. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION. ADD--1.0 M (3.3 FT) NORTH OF A TRAFFIC SIGNAL POST. KS0267169 H RESEThttp://www.geocaching.com/mark/details.asp?PID=KS0267169 H RESETGeocacheGeocache169 H RESETCADHCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>169 H RESET</h1> <b> PID </b> KS0267 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> TRUCKEE (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 18 36. (N) 120 12 21. (W) SCALED <br> <b> NAVD 88 </b> 1792.08 (+/-2cm) 5879.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.45 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 683,950. </td><td> 2,154,720. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1790.86 (m) 5875.5 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ409549(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 80 = SET IN A BOULDER <br>STAMPING: 169 H 1932 RESET 1957 <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>1966 </td><td>MONUMENTED </td><td>CADH</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CA DIV OF HIGHWAYS 1966 2.2 MI S FROM TRUCKEE. DONNER CREEK UNDERPASS OF SOUTHERN PACIFIC RAILROAD 0.6 MI. S. OF, 57 FT. LEFT OF CENTER OF STATE HIGHWAY AT ENGINEERS STATION 679+80, SET IN LARGE BOULDER, A STANDARD TABLET STAMPED 169 H 1932 RESET 1957 NOTE-- THE ABOVE BENCH MARK WAS RESET AND THE ELEVATION DETERMINED BY THE CALIFORNIA STATE HIGHWAY CONSTRUCTION ENGINEERS ON AN UNCHECKED SPURLINE. JUNE 9, 1966. KS0270170 H RESEThttp://www.geocaching.com/mark/details.asp?PID=KS0270170 H RESETGeocacheGeocache170 H RESETCADHCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>170 H RESET</h1> <b> PID </b> KS0270 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> TRUCKEE (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 16 02. (N) 120 12 34. (W) SCALED <br> <b> NAVD 88 </b> 1814.37 (+/-2cm) 5952.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.43 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 679,190. </td><td> 2,154,500. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1813.13 (m) 5948.6 (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: 10SGJ407501(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: 170 H 192 RESET 1957 <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>1966 </td><td>MONUMENTED </td><td>CADH</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CA DIV OF HIGHWAYS 1966 2 MI N FROM BIG CHIEF INN. DONNER CREEK UNDERPASS OF SOUTHERN PACIFIC RAILROAD, 0.64 MI. N. OF DEEP CREEK, 71 FT. LEFT OF STATE HIGHWAY CENTERLINE OF STATION 516+84, IN CONCRETE MONUMENT, AT STANDARD TABLET STAMPED 170 H 1932 RESET 1957 KS0273171 H RESEThttp://www.geocaching.com/mark/details.asp?PID=KS0273171 H RESETGeocacheGeocache171 H RESETCADHCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>171 H RESET</h1> <b> PID </b> KS0273 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> TAHOE CITY (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 13 23. (N) 120 12 09. (W) SCALED <br> <b> NAVD 88 </b> 1848.35 (+/-2cm) 6064.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.45 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> THIRD (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 674,300. </td><td> 2,155,200. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1847.11 (m) 6060.1 (f) RESET 3 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ414452(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CONCRETE <br>STAMPING: 171 H 1932 RESET 1957 <br>MARK LOGO: CGS <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>1966 </td><td>MONUMENTED </td><td>CADH</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CA DIV OF HIGHWAYS 1966 1 MI S FROM BIG CHIEF INN. SQUAW VALLEY ROAD, A.3 MI. NORTH OF AND IN THE SILVER CREEK CAMPGROUND, 600 FT. S. OF SILVER CREEK, 103 FT. RIGHT OF STATE HIGHWAY CENTERLINE AT ENGINEERS STATION 352+25, SET IN CONCRETE, A STANDARD TABLET STAMPED 171 H 1932 RESET 1957 JS093917+4http://www.geocaching.com/mark/details.asp?PID=JS093917+4GeocacheGeocache17+4USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>17+4</h1> <b> PID </b> JS0939 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> LINCOLN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 56 26. (N) 121 17 21. (W) SCALED <br> <b> NAVD 88 </b> 53.97 (+/-2cm) 177.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.23 (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> 641,650. </td><td> 2,061,620. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 53.26 (m) 174.7 (f) COMPUTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ482115(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: 17+4 4 CAL 1908 <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1908 </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>CGS</td></tr><tr><td>1986 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040313</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 6.7 MI N FROM LINCOLN. 3.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT LINCOLN, THENCE 2.3 MILES EAST ALONG A COUNTY ROAD, THENCE 1.0 MILE NORTH ALONG A COUNTY ROAD, 0.2 MILE NORTH OF A STEEL BRIDGE OVER DOTY CREEK, 115 FEET SOUTHWEST OF POWER LINE POLE 30, 70 FEET SOUTHWEST OF THE CENTER OF A T JUNCTION OF AN EAST-WEST GRAVEL ROAD, 2.8 FEET SOUTHWEST OF A FENCE CORNER, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 2 FEET ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (DME) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS0306191http://www.geocaching.com/mark/details.asp?PID=KS0306191GeocacheGeocache191BPRBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>191</h1> <b> PID </b> KS0306 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> TAHOE CITY (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 10 09. (N) 120 08 32. (W) SCALED <br> <b> NAVD 88 </b> 1899.80 (+/-2cm) 6232.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.65 (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> 668,430. </td><td> 2,160,520. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1898.571 (m) 6228.90 (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: 10SGJ468394(NAD 83) <br>MARKER: C = CAP OF CAP-AND-BOLT PAIR <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 191 <br>MARK LOGO: BOR <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>BPR</td></tr><tr><td>1957 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1957 AT TAHOE CITY. AT TAHOE CITY, AT THE NORTHWEST SHORE OF LAKE TAHOE, AT THE WEST END OF A WOODEN WHARF WHICH EXTENDS ABOUT 300 FEET OFF SHORE, ABOUT 500 FEET SOUTH OF AND ACROSS A SMALL BEACH FROM THE POST OFFICE, ABOUT 230 FEET EAST OF AND ACROSS A DIRT DRIVEWAY FROM A LARGE BEACH MOTEL BUILDING, 0.3 FOOT SOUTH OF THE SOUTH EDGE OF THE WHARF, ABOUT 2 FEET LOWER THAN THE WHARF FLOOR, AND RIVETED ON THE TOP OF A 1-INCH IRON PIPE WHICH IS ENCASED IN CONCRETE AND PROJECTS 0.8 FOOT ABOVE THE GROUND. JS06572018http://www.geocaching.com/mark/details.asp?PID=JS06572018GeocacheGeocache2018USFSUSFS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>2018</h1> <b> PID </b> JS0657 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> TUNNEL HILL (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 59 12. (N) 120 41 53. (W) SCALED <br> <b> NAVD 88 </b> 615.83 (+/-2cm) 2020.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -25.90 (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> 647,340. </td><td> 2,112,790. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 614.944 (m) 2017.53 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ993178(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: OAK TREE ROOT <br>MARK LOGO: USFS <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>USFS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 18.9 MI NE FROM GEORGETOWN. 8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE POST OFFICE AT GEORGETOWN, THENCE 10.35 MILES NORTHEAST ALONG THE RALSTON RIDGE ROAD, AT A JUNCTION OF A PRIVATE ROAD LEADING UPHILL TO A HOUSE, IN THE ROOT AT THE BASE OF A LARGE OAK TREE, SOUTH OF AND ACROSS THE ROAD FROM A SIGN TRAVEL INFORMATION, 67.0 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 37 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT 2.0 FEET LOWER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS USFS 2018 B M ON THE SIDE OF THE TREE. KS07552041http://www.geocaching.com/mark/details.asp?PID=KS07552041GeocacheGeocache2041DODUSE Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>2041</h1> <b> PID </b> KS0755 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> WHEATLAND (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 00 05. (N) 121 24 32. (W) SCALED <br> <b> NAVD 88 </b> 32.795 (meters) 107.59 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.31 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 32.775 (meters) 107.53 (feet) COMP <br> <b> MODELED GRAV</b> 980,017.5 (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> 648,330. </td><td> 2,051,200. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 32.192 (m) 105.62 (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: 10SFJ377181(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: WINGWALL <br>STAMPING: 2041 <br>MARK LOGO: USE <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - August 22, 1988 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>DOD</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19880822</td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 1.1 MI SE FROM WHEATLAND. 1.1 MILES SOUTHEAST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT WHEATLAND, 1.9 MILES NORHTWEST OF SHERIDAN, AT THE NORTHWEST END OF THE BRIDGE OVER BEAR RIVER, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST WING WALL, 5.4 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT LEVEL WITH THE TRACK. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 1.8 KM (1.10 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF 4TH STREET IN WHEATLAND. NOTE--THE DISK HAS BEEN HIT AND THE STAMPING IS PARTLY ILLEGIBLE. KS03442295.4http://www.geocaching.com/mark/details.asp?PID=KS03442295.4GeocacheGeocache2295.4USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>2295.4</h1> <b> PID </b> KS0344 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> COLFAX (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 04 31. (N) 120 58 08. (W) SCALED <br> <b> NAVD 88 </b> 700.544 (meters) 2298.37 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.53 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 700.050 (meters) 2296.75 (feet) COMP <br> <b> MODELED GRAV</b> 979,898.2 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 656,870. </td><td> 2,089,220. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 699.728 (m) 2295.69 (f) ADJUSTED 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ756270(NAD 83) <br>MARKER: R = RIVET <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>MARK LOGO: USGS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 14, 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>1969 </td><td>GOOD </td><td>CGS</td></tr><tr><td>1986 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040314</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1969 1.9 MI S FROM COLFAX. 1.9 MILES SOUTH ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT COLFAX, ABOUT 8 POLES NORTHEAST OF MILEPOST 140, IN THE TOP AND 1.6 FEET SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT OF A BRIDGE OVER PLACER HILL ROAD, 7.0 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE WESTBOUND TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (DME) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. JS093625http://www.geocaching.com/mark/details.asp?PID=JS093625GeocacheGeocache25USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>25</h1> <b> PID </b> JS0936 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> LINCOLN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 59 05. (N) 121 17 35. (W) SCALED <br> <b> NAVD 88 </b> 79.77 (+/-2cm) 261.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -28.93 (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> 646,550. </td><td> 2,061,250. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 79.07 (m) 259.4 (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: 10SFJ478164(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: 25 CAL <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>CGS</td></tr><tr><td>1986 </td><td>POOR </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 9.9 MI N FROM LINCOLN. 3.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT LINCOLN, THENCE 2.3 MILES EAST ALONG A COUNTY ROAD, THENCE 4.2 MILES NORTH ALONG A COUNTY ROAD, AT THE JUNCTION OF THE SHERIDAN ROAD, 53 FEET WEST OF THE T JUNCTION OF TWO HIGH TENSION POWER LINES, 35 FEET SOUTHEAST OF THE CENTER LINE OF THE SHERIDAN ROAD, 24 FEET WEST OF THE CENTER LINE OF THE COUNTY ROAD, 3.7 FEET SOUTHWEST OF A FENCE CORNER, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND RIVETED ON TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 1.7 FET ABOVE THE GROUND. NOTE-- THE TOP OF THIS MARK HAS BEEN MUTILATED, THE PIPE IS UPRIGHT AND IN GOOD CONDITION, ALL THE STAMPING IS NOT LEGIBLE. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (DME) MARK RECOVERED IN POOR CONDITION. JS06523152http://www.geocaching.com/mark/details.asp?PID=JS06523152GeocacheGeocache3152USFSUSFS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>3152</h1> <b> PID </b> JS0652 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> TUNNEL HILL (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 59 50. (N) 120 41 51. (W) SCALED <br> <b> NAVD 88 </b> 961.50 (+/-2cm) 3154.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -25.86 (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> 648,510. </td><td> 2,112,820. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 960.630 (m) 3151.67 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ993189(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: OAK TREE ROOT <br>MARK LOGO: USFS <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>USFS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 22 MI NE FROM GEORGETOWN. 8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE POST OFFICE AT GEORGETOWN, THENCE 13.45 MILES NORTHEAST ALONG THE RALSTON RIDGE ROAD, AT A Y JUNCTION OF A TRACK ROAD LEADING NORTH, IN THE TOP OF A CUT OUT PLACE IN THE ROOT OF AN OAK TREE, 20.0 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 4 1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS USFS 3152 B M ON THE SIDE OF THE TREE. KS04343492http://www.geocaching.com/mark/details.asp?PID=KS04343492GeocacheGeocache3492USFSUSFS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>3492</h1> <b> PID </b> KS0434 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> MICHIGAN BLUFF (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 00 11. (N) 120 41 47. (W) SCALED <br> <b> NAVD 88 </b> 1065.27 (+/-2cm) 3495.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -25.83 (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> 649,160. </td><td> 2,112,910. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1064.397 (m) 3492.11 (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: 10SFJ994196(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 0 = UNSPECIFIED SETTING <br>MARK LOGO: USFS <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>USFS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 23.2 MI NE FROM GEORGETOWN. 8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE POST OFFICE AT GEORGETOWN, THENCE 14.65 MILES NORTHEAST ALONG THE RALSTON RIDGE ROAD, AT THE TOP OF A GRADE, IN THE TRUNK OF A LARGE OAK TREE, 20.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 0.9 FOOT HIGHER THAN THE GROUND, ABOUT 4.0 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS USFS 3492 ON THE TREE. KS04323623http://www.geocaching.com/mark/details.asp?PID=KS04323623GeocacheGeocache3623USFSUSFS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>3623</h1> <b> PID </b> KS0432 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> MICHIGAN BLUFF (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 00 11. (N) 120 40 40. (W) SCALED <br> <b> NAVD 88 </b> 1105.25 (+/-2cm) 3626.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -25.73 (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> 649,180. </td><td> 2,114,520. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1104.363 (m) 3623.23 (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: 10SGJ010196(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 0 = UNSPECIFIED SETTING <br>MARK LOGO: USFS <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>USFS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 24.4 MI NE FROM GEORGETOWN. 8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE POST OFFICE AT GEORGETOWN, THENCE 15.85 MILES NORTHEAST ALONG THE RALSTON RIDGE ROAD, AT A CATTLE GUARD, IN THE TRUNK OF A LARGE OAK TREE, AT A JUNCTION OF A ROAD LEADING TO POWER HOUSE TRAIL, 111.5 FEET NORTHEAST OF THE CENTER OF THE CATTLE GUARD, 14 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS USFS 3623 B M ON THE SIDE OF THE TREE. JS384941+50http://www.geocaching.com/mark/details.asp?PID=JS384941+50GeocacheGeocache41+50BORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>41+50</h1> <b> PID </b> JS3849 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> AUBURN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 55 18. (N) 121 02 34. (W) SCALED <br> <b> NAVD 88 </b> 388.98 (+/-2cm) 1276.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.90 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 639,750. </td><td> 2,083,000. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 388.197 (m) 1273.61 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ696099(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: IRON ROAD MONUMENT <br>STAMPING: 245 859 STA. 41+50 <br>MARK LOGO: BOR <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1980 </td><td>GOOD </td><td>WPRS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1980 2.4 MI NE FROM AUBURN. 1.7MILES NORTHEAST ALONG INTERSTATE 80 FROM AUBURN TO THE FORESTHILL AUBURN RAVINE OFF RAMP, THENCE 0.7 MILE EAST ALONG FORESTHILL AUBURN ROAD TO THE WEST END OF THE FORESTHILL BRIDGE, IN THE MEDIUM STRIP, 45 FEET WEST OF THE WEST BRIDGE ABUTMENT. THE MARK IS 0.5 FT BELOW PAVEMENT. JS06504160http://www.geocaching.com/mark/details.asp?PID=JS06504160GeocacheGeocache4160USFSUSFS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>4160</h1> <b> PID </b> JS0650 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> TUNNEL HILL (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 59 55. (N) 120 38 57. (W) SCALED <br> <b> NAVD 88 </b> 1268.79 (+/-2cm) 4162.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -25.58 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 648,720. </td><td> 2,117,010. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 1267.874 (m) 4159.68 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ035192(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CEDAR TREE <br>MARK LOGO: USFS <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>USFS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 26.5 MI NE FROM GEORGETOWN. 8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE POST OFFICE AT GEORGETOWN, THENCE 17.95 MILES NORTHEAST ALONG THE RALSTON RIDGE ROAD, AT A U.S. FOREST SERVICE LOCATION POSTER FOR T 13 N R 13 E, A NAIL DRIVEN IN THE BASE OF AN OAK TREE, 10.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 8 1/2 FEET NORTHWEST OF A LARGE CEDAR TREE WITH A SECTION LOCATION POSTER, ABOUT 2.0 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS USFS 4160 B M. JS06474412http://www.geocaching.com/mark/details.asp?PID=JS06474412GeocacheGeocache4412USFSUSFS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>4412</h1> <b> PID </b> JS0647 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> TUNNEL HILL (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 59 37. (N) 120 37 34. (W) SCALED <br> <b> NAVD 88 </b> 1345.82 (+/-2cm) 4415.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -25.45 (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> 648,200. </td><td> 2,119,010. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 1344.888 (m) 4412.35 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ055187(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: OAK TREE ROOT <br>MARK LOGO: USFS <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>USFS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 28 MI NE FROM GEORGETOWN. 8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE POST OFFICE AT GEORGETOWN, THENCE 19.5 MILES NORTHEAST ALONG THE RALSTON RIDGE ROAD, IN THE TOP OF A CUT IN THE ROOT OF A LARGE OAK TREE, 11 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 3 1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS USFS 4412 B M ON THE SIDE OF THE TREE. JS06444491http://www.geocaching.com/mark/details.asp?PID=JS06444491GeocacheGeocache4491USFSUSFS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>4491</h1> <b> PID </b> JS0644 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> DEVIL PEAK (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 59 43. (N) 120 37 07. (W) SCALED <br> <b> NAVD 88 </b> 1369.96 (+/-2cm) 4494.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -25.41 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 648,390. </td><td> 2,119,660. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 1369.022 (m) 4491.53 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ062189(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: OAK TREE ROOT <br>MARK LOGO: USFS <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>USFS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 28.6 MI NE FROM GEORGETOWN. 8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE POST OFFICE AT GEORGETOWN, THENCE 20.0 MILES NORTHEAST ALONG THE RALSTON RIDGE ROAD, IN THE TOP OF A CUT OUT PLACE IN THE ROOT AT THE BASE OF AN OAK TREE WHICH HAS A FOREST SERVICE SECTION CORNER LOCATION POSTER T 13 N R 12 E ON IT, 17 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS USGS 4491 B M ON THE SIDE OF THE TREE. JS06434688http://www.geocaching.com/mark/details.asp?PID=JS06434688GeocacheGeocache4688USFSUSFS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>4688</h1> <b> PID </b> JS0643 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> DEVIL PEAK (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 59 47. (N) 120 36 33. (W) SCALED <br> <b> NAVD 88 </b> 1429.92 (+/-2cm) 4691.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -25.34 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 648,530. </td><td> 2,120,470. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 1428.975 (m) 4688.23 (f) ADJ UNCH 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ070190(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: OAK TREE ROOT <br>MARK LOGO: USFS <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>USFS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 29.1 MI NE FROM GEORGETOWN. 8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE POST OFFICE AT GEORGETOWN, THENCE 20.5 MILES NORTHEAST ALONG THE RALSTON RIDGE ROAD, IN THE TOP OF A CUT OUT PLACE OF THE ROOT OF A LARGE OAK TREE, 21 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, ABOUT 1 1/2 FEET HIGHER THAN THE ROAD, AND MARKED WITH THE WHITE PAINTED LETTERS AND NUMBERS USFS 4688 B M ON THE SIDE OF THE TREE. KS02505095.9http://www.geocaching.com/mark/details.asp?PID=KS02505095.9GeocacheGeocache5095.9USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5095.9</h1> <b> PID </b> KS0250 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> BUNKER HILL (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 06 38. (N) 120 27 11. (W) SCALED <br> <b> NAVD 88 </b> 1554.39 (+/-2cm) 5099.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -24.05 (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> 661,420. </td><td> 2,133,780. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1553.287 (m) 5096.08 (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: 10SGJ202321(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 31.9 MI SW FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 31.65 MILES SOUTHWEST ALONG THE SODA SPRINGS-FRENCH MEADOWS AND RALSTON ROAD, AT THE JUNCTION OF A ROAD TO CHIPMUNK RIDGE TRAIL, IN THE ROOT OF A 15-INCH FIR TREE ON THE NORTH SIDE OF THE TREE, 29 PACES SOUTH OF THE SOUTHWEST BANK OF THE RIVER, AT A POINT WHERE THE ROAD FORDS THE RIVER, 17.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND MARKED WITH THE PAINTED NUMBERS 5095.9 ON A BOARD NAILED TO THE TREE. KS02525112http://www.geocaching.com/mark/details.asp?PID=KS02525112GeocacheGeocache5112USFSUSFS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5112</h1> <b> PID </b> KS0252 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> BUNKER HILL (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 06 27. (N) 120 27 56. (W) SCALED <br> <b> NAVD 88 </b> 1559.49 (+/-2cm) 5116.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -24.11 (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> 661,060. </td><td> 2,132,700. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1558.399 (m) 5112.85 (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: 10SGJ191317(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USFS <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>USFS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 32.6 MI SW FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 32.4 MILES SOUTHWEST ALONG THE SODA SPRINGS-FRENCH MEADOWS, AND RALSTON RIDGE ROADS, 0.35 MILE WEST OF A RANCH HOUSE ON THE NORTH SIDE OF THE ROAD, 0.1 MILE EAST OF THE JUNCTION OF A LOGGING ROAD LEADING NORTH, IN THE TOP OF A CUT OUT PLACE IN THE ROOT OF A FIR TREE, 57.0 FEET SOUTH AND ACROSS THE ROAD FROM THE CENTER OF A WIRE GATE IN THE FENCE LINE, 24 1/2 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS USFS 5112 ON THE TREE. KS02565131http://www.geocaching.com/mark/details.asp?PID=KS02565131GeocacheGeocache5131USFSUSFS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5131</h1> <b> PID </b> KS0256 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> BUNKER HILL (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 05 59. (N) 120 28 47. (W) SCALED <br> <b> NAVD 88 </b> 1565.08 (+/-2cm) 5134.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -24.20 (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> 660,180. </td><td> 2,131,490. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1564.011 (m) 5131.26 (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: 10SGJ179308(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USFS <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>USFS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 34 MI SW FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY FROM THE POST OFFICE AT SODA SPRINGS, THENCE 33.7 MILES SOUTHWEST ALONG THE SODA SPRINGS-FRENCH MEADOWS AND RALSTON RIDGE ROADS, AT THE BOUNDARY LINE OF EL DORADO-TAHOE NATIONAL FOREST, IN THE TOP OF A ROOT ON THE WEST SIDE OF A LARGE SUGAR PINE TREE, 154.0 FEET SOUTH OF THE BOUNDARY SIGN, 33.0 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 1.0 FOOT HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS USFS 5131 B M. KS02635139http://www.geocaching.com/mark/details.asp?PID=KS02635139GeocacheGeocache5139USFSUSFS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5139</h1> <b> PID </b> KS0263 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> BUNKER HILL (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 03 49. (N) 120 29 57. (W) SCALED <br> <b> NAVD 88 </b> 1567.64 (+/-2cm) 5143.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -24.43 (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> 656,140. </td><td> 2,129,880. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1566.621 (m) 5139.82 (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: 10SGJ163268(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USFS <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>USFS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 37.3 MI NE FROM GEORGETOWN. 8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE POST OFFICE AT GEORGETOWN, THENCE 28.75 MILES NORTHEAST ALONG THE RALSTON RIDGE ROAD, 6.55 MILES NORTHEAST OF BRUSHY SPRINGS GUARD STATION, ABOUT 210 YARDS NORTHEAST OF A POINT WHERE THE ROAD CROSSES A CREEK, IN A CUT OUT PLACE IN THE ROOT AT THE BASE OF THE SOUTH SIDE OF TWIN CEDAR TREES, 46.0 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM A GENERAL LAND OFFICE S 15 1/4 SECTION MARK, 21.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 5.0 FEET LOWER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS USFS 5139 B M ON THE TREE. KS04265152http://www.geocaching.com/mark/details.asp?PID=KS04265152GeocacheGeocache5152USFSUSFS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5152</h1> <b> PID </b> KS0426 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> GREEK STORE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 01 03. (N) 120 33 05. (W) SCALED <br> <b> NAVD 88 </b> 1571.42 (+/-2cm) 5155.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -24.89 (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> 650,950. </td><td> 2,125,440. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1570.445 (m) 5152.37 (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: 10SGJ119215(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 0 = UNSPECIFIED SETTING <br>MARK LOGO: USFS <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>USFS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 32.7 MI NE FROM GEORGETOWN. 8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE POST OFFICE AT GEORGETOWN, THENCE 24.15 MILES NORTHEAST ALONG THE RALSTON RIDGE ROAD, 1.9 MILES NORTHEAST OF BRUSHY SPRINGS GUARD STATION, IN THE TOP OF THE ROOT OF A LARGE SUGAR PINE TREE, 9 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 1 FOOT HIGHER THAN THE ROAD, AND MARKED WITH WHITE PAINTED LETTERS AND NUMBERS USFS 5152 B M ON A BOARD NAILED TO THE TREE. KS02545187http://www.geocaching.com/mark/details.asp?PID=KS02545187GeocacheGeocache5187USFSUSFS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5187</h1> <b> PID </b> KS0254 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> BUNKER HILL (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 06 29. (N) 120 28 22. (W) SCALED <br> <b> NAVD 88 </b> 1582.25 (+/-2cm) 5191.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -24.14 (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> 661,110. </td><td> 2,132,080. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1581.161 (m) 5187.53 (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: 10SGJ185318(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USFS <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>USFS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 33 MI SW FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 32.8 MILES SOUTHWEST ALONG THE SODA SPRINGS-FRENCH MEADOWS, AND RALSTON RIDGE ROADS, 0.2 MILE NORTHEAST OF THE BOTTOM OF A STEEP GRADE, IN A CUT IN THE ROOT OF A SUGAR PINE TREE, ON THE SOUTHEAST SIDE OF THE TREE, 7 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 1.0 FOOT HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS USFS 5187 B M ON THE BARK OF THE TREE. KS02625240http://www.geocaching.com/mark/details.asp?PID=KS02625240GeocacheGeocache5240USFSUSFS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5240</h1> <b> PID </b> KS0262 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> BUNKER HILL (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 04 09. (N) 120 29 56. (W) SCALED <br> <b> NAVD 88 </b> 1598.19 (+/-2cm) 5243.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -24.41 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 656,760. </td><td> 2,129,890. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1597.169 (m) 5240.05 (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: 10SGJ163274(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USFS <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>USFS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 37.6 MI NE FROM GEORGETOWN. 8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE POST OFFICE AT GEORGETOWN, THENCE 29.1 MILES NORTHEAST ALONG THE RALSTON RIDGE ROAD, 36.6 MILES SOUTHWEST OF SODA SPRINGS, 6.9 MILES NORTHEAST OF BRUSHY SPRINGS GUARD STATION, IN A CUT IN THE ROOT AT THE BASE OF A CEDAR TREE, 23 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 21 1/2 FEET SOUTHEAST OF A PINE TREE WITH A SECTION CORNER LOCATION TAG, ABOUT 1 FOOT HIGHER THAN THE ROAD. KS02575255http://www.geocaching.com/mark/details.asp?PID=KS02575255GeocacheGeocache5255USFSUSFS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5255</h1> <b> PID </b> KS0257 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> BUNKER HILL (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 05 36. (N) 120 29 05. (W) SCALED <br> <b> NAVD 88 </b> 1602.82 (+/-2cm) 5258.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -24.25 (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> 659,460. </td><td> 2,131,070. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1601.762 (m) 5255.11 (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: 10SGJ175301(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USFS <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>USFS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 34.5 MI SW FROM SODA SPRINGS. 0.25 MILES EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 34.25 MILES SOUTHWEST ALONG THE SODA SPRINGS-FRENCH MEADOWS AND RALSTON RIDGE ROADS, IN A CUT-OUT PLACE IN THE ROOT AT THE BASE OF A 60-INCH SUGAR PINE TREE, 27.0 FEET SOUTHWEST OF A ROCKY WASH, 7.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 1.0 FOOT HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS USFS 5255 B M. KS02605259http://www.geocaching.com/mark/details.asp?PID=KS02605259GeocacheGeocache5259USFSUSFS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5259</h1> <b> PID </b> KS0260 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> BUNKER HILL (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 04 41. (N) 120 29 47. (W) SCALED <br> <b> NAVD 88 </b> 1604.12 (+/-2cm) 5262.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -24.36 (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> 657,750. </td><td> 2,130,090. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1603.089 (m) 5259.47 (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: 10SGJ165284(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USFS <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>USFS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 36 MI SW FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 35.7 MILES SOUTHWEST ALONG THE SODA SPRINGS-FRENCH MEADOWS AND RALSTON RIDGE ROADS, IN THE TOP OF A CUT-OUT PLACE IN THE ROOT AT THE BASE OF THE WEST SIDE OF A SUGAR PINE TREE, 25.5 FEET SOUTH OF THE SOUTHEAST CORNER OF A CATTLE GUARD, 23.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 4.0 FEET HIGHER THAN THE ROAD, AND MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS USFS 5259 ON THE OUTSIDE OF THE TREE. KS02485285.9http://www.geocaching.com/mark/details.asp?PID=KS02485285.9GeocacheGeocache5285.9USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5285.9</h1> <b> PID </b> KS0248 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> BUNKER HILL (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 07 26. (N) 120 25 26. (W) SCALED <br> <b> NAVD 88 </b> 1612.29 (+/-2cm) 5289.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.89 (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> 662,940. </td><td> 2,136,280. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1611.181 (m) 5286.02 (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: 10SGJ226336(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 29.8 MI SW FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 29.55 MILES SOUTHWEST ALONG THE SODA SPRINGS-FRENCE MEADOWS ROAD, IN THE BASE OF A FIR TREE, IN A CUT OUT PLACE ON THE NORTHWEST SIDE OF THE TREE, 30.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND MARKED WITH A PAINTED BOARD WITH THE NUMBERS 5285.9 PAINTED ON IT AND NAILED TO THE TREE. KS02455299.8http://www.geocaching.com/mark/details.asp?PID=KS02455299.8GeocacheGeocache5299.8USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5299.8</h1> <b> PID </b> KS0245 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> ROYAL GORGE (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 08 01. (N) 120 24 50. (W) SCALED <br> <b> NAVD 88 </b> 1616.54 (+/-2cm) 5303.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.83 (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> 664,040. </td><td> 2,137,120. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1615.427 (m) 5299.95 (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: 10SGJ235347(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 28.8 MI SW FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 28.55 MILES SOUTHWEST ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, IN THE TOP OF A CUT OUT PLACE IN THE ROOT AT THE BASE OF A 10-INCH FIR TREE, ABOUT 50 YARDS NORTH OF B M H 869, 12 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND MARKED WITH A PAINTED BOARD WITH THE NUMBERS 5299.8 ON IT NAILED TO THE TREE. KS02445332.4http://www.geocaching.com/mark/details.asp?PID=KS02445332.4GeocacheGeocache5332.4USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5332.4</h1> <b> PID </b> KS0244 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> ROYAL GORGE (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 08 46. (N) 120 24 26. (W) SCALED <br> <b> NAVD 88 </b> 1626.45 (+/-2cm) 5336.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.76 (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> 665,430. </td><td> 2,137,670. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1625.334 (m) 5332.45 (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: 10SGJ240361(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 27.7 MI SW FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 27.45 MILES SOUTHWEST ALONG THE SODA SPRINGS-FRENCE MEADOWS ROAD, AT A Y JUNCTION OF A ROAD LEADING SOUTHEAST TO AHART CAMP GROUND, IN THE ROOT OF THE WEST SIDE OF A FIR TREE AT THE BASE OF THE TREE, 16 1/2 FEET WEST OF THE CENTER OF THE ROAD TO THE CAMP GROUND, 12 1/2 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, ABOUT LEVEL WITH THE ROAD, AND MARKED WITH A PAINTED BOARD WITH THE NUMBERS 5332.4 ON IT, NAILED TO THE TREE. KS02425411.9http://www.geocaching.com/mark/details.asp?PID=KS02425411.9GeocacheGeocache5411.9USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5411.9</h1> <b> PID </b> KS0242 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> ROYAL GORGE (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 24. (N) 120 23 54. (W) SCALED <br> <b> NAVD 88 </b> 1650.70 (+/-2cm) 5415.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.69 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 666,620. </td><td> 2,138,420. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1649.576 (m) 5411.98 (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: 10SGJ248373(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 26.8 MI SW FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 26.5 MILES SOUTHWEST ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, IN A ROOT AT THE BASE OF THE EAST SIDE OF A FIR TREE, 12.0 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 1.0 FOOT HIGHER THAN THE ROAD, AND MARKED WITH THE WHITE PAINTED NUMBERS 5411.9 ON A BOARD NAILED TO THE TREE. KS02405533.4http://www.geocaching.com/mark/details.asp?PID=KS02405533.4GeocacheGeocache5533.4USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5533.4</h1> <b> PID </b> KS0240 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> ROYAL GORGE (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 10 12. (N) 120 23 30. (W) SCALED <br> <b> NAVD 88 </b> 1687.74 (+/-2cm) 5537.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.63 (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> 668,110. </td><td> 2,138,970. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1686.593 (m) 5533.43 (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: 10SGJ253388(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 25.7 MI SW FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 25.45 MILES SOUTHWEST ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, IN A CUT IN THE BASE OF THE EAST SIDE OF A SUGAR PINE TREE, 108.0 FEET SOUTHWEST OF THE JUNCTION OF A ROAD LEADING TO TALBOT CAMP GROUND, 14 1/2 FEET NORTH WEST OF THE CENTER LINE OF THE ROAD, ABOUT 4 1/2 FEET HIGHER THAN THE ROAD, AND MARED WITH A WHITE PAINTED BOARD WITH THE NUMBERS 5533.4 ON IT, AND NAILED TO A TREE. KS02095820.9http://www.geocaching.com/mark/details.asp?PID=KS02095820.9GeocacheGeocache5820.9USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5820.9</h1> <b> PID </b> KS0209 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> GRANITE CHIEF (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 14 54. (N) 120 21 11. (W) SCALED <br> <b> NAVD 88 </b> 1775.33 (+/-2cm) 5824.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.36 (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> 676,860. </td><td> 2,142,150. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1774.158 (m) 5820.72 (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: 10SGJ284476(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>MARK LOGO: USGS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 9.2 MI S FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 9.0 MILES SOUTH ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, 0.6 MILE SOUTH OF THE CEDARS, A COPPER NAIL AND WASHER IN THE TOP OF THE SOUTH CONCRETE WING WALL OF A BRIDGE OVER THE NORTH FORK OF AMERICAN RIVER, 8 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE BRIDGE, 2.0 FEET SOUTHWEST OF THE SOUTH CORNER OF THE CONCRETE ABUTMENT OF THE BRIDGE, AND MARKED BY THE WHITE PAINTED LETTERS B M. NOTE-- THE ROAD IS IMPASSABLE AT THIS POINT DUE TO THE COLLAPSE OF THIS BRIDGE. KS02075844.6 RMhttp://www.geocaching.com/mark/details.asp?PID=KS02075844.6 RMGeocacheGeocache5844.6 RMUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5844.6 RM</h1> <b> PID </b> KS0207 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> NORDEN (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 15 18. (N) 120 21 11. (W) SCALED <br> <b> NAVD 88 </b> 1782.67 (+/-2cm) 5848.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.35 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 677,600. </td><td> 2,142,140. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1781.492 (m) 5844.78 (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: 10SGJ283484(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 8.6 MI S FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 8.4 MILES SOUTH ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, AT THE CEDARS, A COPPER NAIL AND WASHER IN THE ROOT OF A FIR TREE, 37.8 FEET WEST OF W L S 10 (USGS), 18 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 4.0 FEET HIGHER THAN THE ROAD, AND MARKED WITH A WHITE PAINTED BOARD WITH THE LETTERS AND NUMBERS USBM 5844/6 NAILED TO THE TREE. KS02375861.4http://www.geocaching.com/mark/details.asp?PID=KS02375861.4GeocacheGeocache5861.4USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5861.4</h1> <b> PID </b> KS0237 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> ROYAL GORGE (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 10 32. (N) 120 23 59. (W) SCALED <br> <b> NAVD 88 </b> 1787.70 (+/-2cm) 5865.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.64 (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> 668,710. </td><td> 2,138,260. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1786.564 (m) 5861.42 (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: 10SGJ246394(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 80 = SET IN A BOULDER <br>MARK LOGO: USGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 24.7 MI SW FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 24.45 MILES SOUTHWEST ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, ABOUT 40 YARDS WEST OF B.M. K 869, AT A SHARP TURN IN THE ROAD, AT THE WEST END OF A SMALL CLEARING, A CHISELED SQUARE ON TOP OF A SMALL BOULDER, 14 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 1.0 FOOT HIGHER THAN THE ROAD, AND MARKED BY A WHITE PAINTED BOARD WITH THE NUMBERS 5861.4 PAINTED ON IT, THERE IS A WHITE PAINTED CROSS ON THE BOULDER. KS02655865http://www.geocaching.com/mark/details.asp?PID=KS02655865GeocacheGeocache5865BPRBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>5865</h1> <b> PID </b> KS0265 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> TRUCKEE (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 18 45. (N) 120 12 15. (W) SCALED <br> <b> NAVD 88 </b> 1788.27 (+/-2cm) 5867.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.46 (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> 684,230. </td><td> 2,154,860. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1787.060 (m) 5863.05 (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: 10SGJ410551(NAD 83) <br>MARKER: C = CAP OF CAP-AND-BOLT PAIR <br>SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND <br>SP_SET: METAL PIPE DRIVEN INTO GROUND <br>STAMPING: 5865.18 685+67.00 1927 <br>MARK LOGO: BOR <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>1927 </td><td>MONUMENTED </td><td>BPR</td></tr><tr><td>1934 </td><td>POOR </td><td>CGS</td></tr><tr><td>1954 </td><td>MARK NOT FOUND </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1934 2 MI SW FROM TRUCKEE. IN PLACER COUNTY, 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY 89 FROM TRUCKEE, NEVADA COUNTY, 1.0 MILE SOUTH OF THE JUNCTION OF U.S. HIGHWAY 40, 12 POLES NORTH OF MILEPOST 210 ON THE LAKE TAHOE BRANCH OF THE SOUTHERN PACIFIC CO. RAILROAD, 100 YARDS NORTH OF HIGHWAY CULVERT 682+00, AND 24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY. A UNITED STATES BUREAU OF PUBLIC ROADS STANDARD CAP, STAMPED 5865.18 685+67.00 1927 AND FASTENED ON THE TOP OF A 2-1/2-INCH IRON PIPE PROJECTING 5 INCHES ABOVE GROUND. <p> <h2>STATION RECOVERY (1954) </h2> <p>RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954 MARK NOT FOUND. KS14856 3 STA 408+10.17http://www.geocaching.com/mark/details.asp?PID=KS14856 3 STA 408+10.17GeocacheGeocache6 3 STA 408+10.17CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6 3 STA 408+10.17</h1> <b> PID </b> KS1485 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> CHICAGO PARK (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 08 10.94608(N) 120 55 25.62033(W) ADJUSTED <br> <b> NAVD 88 </b> 924. (meters) 3031. (feet) SCALED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 8.56 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -25.99 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was scaled from a topographic map. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 663,696.450 2</td><td>093,039.467</td><td> MT </td><td>0.99991508</td><td> +0 ' 40 42.7"</td></tr><tr><td>SPC CA 2 </td><td>2,177,477.44 6</td><td>866,913.65 </td><td> sFT </td><td>0.99991508</td><td> +0 ' 40 42.7"</td></tr><tr><td>UTM 10 </td><td>4,333,962.917 </td><td>679,445.680</td><td> MT </td><td>0.99999650</td><td> +1 ' 18 38.8"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99985915 x 0.99991508 = 0.99977425 <br> <b>UTM 10 </b> 0.99985915 x 0.99999650 = 0.99985566 <br> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 08 10.93299(N) 120 55 25.60946(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 39 08 11.30100(N) 120 55 21.81300(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: 10SFJ7944633963(NAD 83) <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1949 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 SEE STATION KASPER KS02126050.1 RMhttp://www.geocaching.com/mark/details.asp?PID=KS02126050.1 RMGeocacheGeocache6050.1 RMUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6050.1 RM</h1> <b> PID </b> KS0212 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> GRANITE CHIEF (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 14 31. (N) 120 22 00. (W) SCALED <br> <b> NAVD 88 </b> 1845.92 (+/-2cm) 6056.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.40 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 676,130. </td><td> 2,140,990. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1844.754 (m) 6052.33 (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: 10SGJ272469(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 80 = SET IN A BOULDER <br>MARK LOGO: USGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 10.4 MI S FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 10.1 MILES SOUTH ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, AT A SMALL CAMP GROUND, A CHISELED SQUARE CUT IN THE TOP OF A 3 - BY 1 - FOOT GRANITE BOULDER, 124.3 FEET SOUTHEAST OF B M J R H 29 (USGS), 24.0 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 1.0 FOOT HIGHER THAN THE ROAD, AND MARKED WITH THE WHITE PAINTED LETTERS B M. KS02066068.1http://www.geocaching.com/mark/details.asp?PID=KS02066068.1GeocacheGeocache6068.1USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6068.1</h1> <b> PID </b> KS0206 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> NORDEN (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 16 06. (N) 120 21 34. (W) SCALED <br> <b> NAVD 88 </b> 1850.78 (+/-2cm) 6072.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.33 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 679,070. </td><td> 2,141,560. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1849.586 (m) 6068.18 (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: 10SGJ278498(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 7.5 MI S FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 7.25 MILES SOUTH ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, IN THE TOP OF A ROOT AT THE BASE OF A 70-INCH FIR TREE, 105.0 FEET SOUTH OF AND ACROSS THE ROAD FROM B M R 869, 9 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 1.0 FOOT HIGHER THAN THE ROAD, AND MARKED BY A WHITE PAINTED BOARD WITH THE LETTERS AND NUMBERS USBM 6068/1 NAILED TO THE TREE. KS02046111.2http://www.geocaching.com/mark/details.asp?PID=KS02046111.2GeocacheGeocache6111.2USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6111.2</h1> <b> PID </b> KS0204 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> NORDEN (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 16 19. (N) 120 21 57. (W) SCALED <br> <b> NAVD 88 </b> 1863.91 (+/-2cm) 6115.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.33 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 679,460. </td><td> 2,141,000. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1862.716 (m) 6111.26 (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: 10SGJ272502(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 6.4 MI S FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 6.15 MILES SOUTH ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, ON THE INSIDE OF A U TURN, AT THE BASE OF A LARGE SUGAR PINE TREE IN THE ROOT, 43.0 FEET EAST OF W L S 9 (USGS), 14 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT 2.0 FEET HIGHER THAN THE ROAD, AND MARKED WITH A WHITE PAINTED BOARD CONTAINING THE LETTERS AND NUMBERS USBM 6111/2 NAILED TO A BLAZED TREE. KS02786218http://www.geocaching.com/mark/details.asp?PID=KS02786218GeocacheGeocache6218USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6218</h1> <b> PID </b> KS0278 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> TAHOE CITY (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 10 31. (N) 120 11 21. (W) SCALED <br> <b> NAVD 88 </b> 1896.50 (+/-2cm) 6222.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.54 (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> 669,020. </td><td> 2,156,460. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1895.249 (m) 6218.00 (f) ADJUSTED 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ428399(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>CGS</td></tr><tr><td>20010508</td><td>MARK NOT FOUND </td><td>CADT</td></tr><tr><td>20010601</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1957 3 MI W FROM TAHOE CITY. 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT TAHOE CITY, THENCE 2.8 MILES WEST ALONG STATE HIGHWAY 89, NEAR THE CENTER OF A S CURVE, AT CORRUGATED METAL PIPE CULVERT B 165 + 61, IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD WALL, 49 1/2 FEET SOUTHWEST OF TELEPHONE POLE 406, 20 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 6.0 FEET SOUTHWEST OF THE WEST EDGE OF A 3- BY 3-FOOT GRANITE BOULDER WHICH IS MARKED BY THE WHITE PAINTED LETTERS AND NUMBERS US 6218 BM, AND ABOUT LEVEL WITH THE HIGHWAY. <p> <h2>STATION RECOVERY (2001) </h2> <p>RECOVERY NOTE BY CALTRANS 2001 (FTC) CULVERT HAS BEEN REPLACED. <p> <h2>STATION RECOVERY (2001) </h2> <p>RECOVERY NOTE BY CALTRANS 2001 (FTC) MARK NOT FOUND. THE CULVERT HAS BEEN REPLACED. KS02926242http://www.geocaching.com/mark/details.asp?PID=KS02926242GeocacheGeocache6242USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6242</h1> <b> PID </b> KS0292 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> HOMEWOOD (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 06 26. (N) 120 09 41. (W) SCALED <br> <b> NAVD 88 </b> 1903.92 (+/-2cm) 6246.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.68 (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> 661,520. </td><td> 2,159,010. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1902.705 (m) 6242.46 (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: 10SGJ454325(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BRIDGE <br>MARK LOGO: USGS <br>STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>CGS</td></tr><tr><td>20010508</td><td>MARK NOT FOUND </td><td>CADT</td></tr><tr><td>20010601</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1957 0.3 MI N FROM TAHOE PINES. 0.3 MILE NORTH ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT TAHOE PINES, AT STONE HIGHWAY BRIDGE 19-67 OVER BLACKWOOD CREEK, IN THE TOP OF THE CENTER OF THE WEST CURB, 15 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4.5 FEET EAST OF THE EAST EDGE OF THE WEST STONE HEAD WALL, ABOUT 1/2 FOOT HIGHER THAN THE HIGHWAY, AND MARKED BY THE YELLOW PAINTED LETTERS USBM. <p> <h2>STATION RECOVERY (2001) </h2> <p>RECOVERY NOTE BY CALTRANS 2001 (FTC) STONE BRIDGE REMAINS, BUT CURB HAS BEEN REMOVED. <p> <h2>STATION RECOVERY (2001) </h2> <p>RECOVERY NOTE BY CALTRANS 2001 (FTC) MARK NOT FOUND. THE BRIDGE REMAINS, BUT THE CURB HAS BEEN REMOVED. KS03186245http://www.geocaching.com/mark/details.asp?PID=KS03186245GeocacheGeocache6245USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6245</h1> <b> PID </b> KS0318 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> KINGS BEACH (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 13 08. (N) 120 05 14. (W) SCALED <br> <b> NAVD 88 </b> 1904.71 (+/-2cm) 6249.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.65 (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> 674,040. </td><td> 2,165,160. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1903.468 (m) 6244.96 (f) ADJUSTED 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ514451(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 80 = SET IN A BOULDER <br>MARK LOGO: USGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1935 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1935 5.3 MI NE FROM TAHOE. 5.3 MILES NORTHEAST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT TAHOE, PLACER COUNTY, 0.5 MILE SOUTHEAST OF THE CARNELIAN BAY RESORT, AT A CURVE CLOSE TO LAKE TAHOE, 14 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, ON THE TOP OF A GRANITE BOULDER, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY. A 1-INCH CHISELED SQUARE. KS03196246http://www.geocaching.com/mark/details.asp?PID=KS03196246GeocacheGeocache6246USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6246</h1> <b> PID </b> KS0319 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> KINGS BEACH (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 13 33. (N) 120 04 58. (W) SCALED <br> <b> NAVD 88 </b> 1905.23 (+/-2cm) 6250.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.64 (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> 674,820. </td><td> 2,165,530. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1903.982 (m) 6246.65 (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: 10SGJ518458(NAD 83) <br>MARKER: S = SPIKE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1935 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1935 5.9 MI NE FROM TAHOE. 5.9 MILES NORTHEAST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT TAHOE, PLACER COUNTY, NEAR THE CARNELIAN BAY RESORT SIGN, 13 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE SOUTH SIDE OF THE BASE OF A 3-FOOT SPRUCE TREE. THE EDGE OF THE HEAD OF A RAILROAD SPIKE. KS03086272http://www.geocaching.com/mark/details.asp?PID=KS03086272GeocacheGeocache6272USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6272</h1> <b> PID </b> KS0308 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> TAHOE CITY (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 10 39. (N) 120 07 57. (W) SCALED <br> <b> NAVD 88 </b> 1913.21 (+/-2cm) 6276.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.65 (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> 669,370. </td><td> 2,161,350. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1911.979 (m) 6272.88 (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: 10SGJ477403(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>STAMPING: USBM <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1957 </td><td>MARK NOT FOUND </td><td>CGS</td></tr><tr><td>19991020</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1957 0.8 MI NE FROM TAHOE CITY. 0.8 MILE NORTHEAST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT TAHOE, PLACER COUNTY, 17 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 8.8 FEET SOUTH OF POLE 44, 6 FEET NORTHEAST OF THE CENTER OF A GATE ACROSS A ROAD LEADING TO LAKE TAHOE, AT THE SOUTH SIDE OF THE BASE OF A 2-FOOT CEDAR TREE, AND FLUSH WITH THE GROUND. A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER, STAMPED USBM. <p> <h2>STATION RECOVERY (1999) </h2> <p>RECOVERY NOTE BY CALTRANS 1999 HIGHWAY MENTIONED IN DESCRIPTION IS HIGHWAY 29 NOT 89. KS02236381.2http://www.geocaching.com/mark/details.asp?PID=KS02236381.2GeocacheGeocache6381.2USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6381.2</h1> <b> PID </b> KS0223 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> ROYAL GORGE (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 12 33. (N) 120 25 15. (W) SCALED <br> <b> NAVD 88 </b> 1946.09 (+/-2cm) 6384.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.60 (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> 672,410. </td><td> 2,136,380. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1944.956 (m) 6381.08 (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: 10SGJ226431(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 17 MI S FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 16.8 MILES SOUTH ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, AT A Y JUNCTION OF A TRACK ROAD LEADING SOUTHWEST, IN THE BASE OF A ROOT ON THE EAST SIDE OF A LARGE CEDAR TREE, 63 1/2 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION, 23 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, ABOUT 6.0 FEET HIGHER THAN THE ROAD, AND MARKED BY A WHITE PAINTED BOARD WITH THE LETTERS AND NUMBERS USBM 6381/2 NAILED TO THE TREE. KS02026423.1http://www.geocaching.com/mark/details.asp?PID=KS02026423.1GeocacheGeocache6423.1USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6423.1</h1> <b> PID </b> KS0202 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> NORDEN (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 16 17. (N) 120 22 17. (W) SCALED <br> <b> NAVD 88 </b> 1958.98 (+/-2cm) 6427.1 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.34 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 679,390. </td><td> 2,140,520. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1957.790 (m) 6423.18 (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: 10SGJ267501(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 5.4 MI S FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 5.1 SOUTH ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, 0.2 MILE SOUTH OF A SHARP TURN IN THE ROAD, 0.15 MILE SOUTH OF B.M. Q 869, IN THE TOP OF THE BASE OF A FIR TREE ROOT, 16 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 5.0 FEET HIGHER THAN THE LEVEL OF THE ROAD, AND MARKED WITH A WHITE PAINTED BOARD CONTAINING THE LETTERS AND NUMBERS USBM 6423/1 NAILED TO THE TREE. KS02206470.0http://www.geocaching.com/mark/details.asp?PID=KS02206470.0GeocacheGeocache6470.0USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6470.0</h1> <b> PID </b> KS0220 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> ROYAL GORGE (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 13 25. (N) 120 24 34. (W) SCALED <br> <b> NAVD 88 </b> 1973.15 (+/-2cm) 6473.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.54 (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> 674,030. </td><td> 2,137,330. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1972.009 (m) 6469.83 (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: 10SGJ236447(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 15.2 MI S FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 14.95 MILES SOUTH ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, AT A SHARP CURVE IN THE ROAD, IN THE BASE OF A ROOT OF A FIR TREE, 19.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 5.0 FEET HIGHER THAN THE ROAD, AND MARKED WITH A WHITE PAINTED BOARD WITH THE LETTERS AND NUMBERS USBM 6470/0 NAILED TO THE TREE. KS02146482.0http://www.geocaching.com/mark/details.asp?PID=KS02146482.0GeocacheGeocache6482.0USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6482.0</h1> <b> PID </b> KS0214 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> ROYAL GORGE (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 14 31. (N) 120 23 28. (W) SCALED <br> <b> NAVD 88 </b> 1976.79 (+/-2cm) 6485.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.45 (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> 676,090. </td><td> 2,138,880. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1975.644 (m) 6481.76 (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: 10SGJ251468(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 11.8 MI S FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 11.55 MILES SOUTH ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, AT A SWITCH BACK IN THE ROAD, IN THE TOP OF A ROOT AT THE BASE OF A FIR TREE, 44 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AT THE CENTER OF THE SWITCH BACK, ABOUT LEVEL WITH THE ROAD, AND MARKED WITH A WHITE PAINTED BOARD CONTAINING THE LETTERS AND NUMBERS USBM 6482/0 NAILED TO THE TREE. KS03136499http://www.geocaching.com/mark/details.asp?PID=KS03136499GeocacheGeocache6499USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6499</h1> <b> PID </b> KS0313 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> KINGS BEACH (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 11 36. (N) 120 06 14. (W) SCALED <br> <b> NAVD 88 </b> 1982.27 (+/-2cm) 6503.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.68 (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> 671,180. </td><td> 2,163,780. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1981.047 (m) 6499.48 (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: 10SGJ501422(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 80 = SET IN A BOULDER <br>MARK LOGO: USGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1957 </td><td>MARK NOT FOUND </td><td>CGS</td></tr><tr><td>19990716</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1957 3 MI NE FROM TAHOE CITY. ABOUT 3 MILES NORTHEAST ALONG STATE HIGHWAY 89 FROM THE POST OFFICE AT TAHOE, PLACER COUNTY, AT THE TOP OF A LONG HILL, AT THE JUNCTION OF A DIRT ROAD LEADING EAST THROUGH TIMBER, 30 FEET SOUTHWEST OF POLE 105, 12 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND ON THE TOP OF A SMALL BOULDER. A CHISELED SQUARE. <p> <h2>STATION RECOVERY (1999) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1999 MARK NOT FOUND. KS02356551.3http://www.geocaching.com/mark/details.asp?PID=KS02356551.3GeocacheGeocache6551.3USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6551.3</h1> <b> PID </b> KS0235 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> ROYAL GORGE (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 11 01. (N) 120 24 36. (W) SCALED <br> <b> NAVD 88 </b> 1997.97 (+/-2cm) 6555.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.66 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 669,590. </td><td> 2,137,360. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1996.836 (m) 6551.29 (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: 10SGJ237403(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 22.7 MI SW FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 22.45 MILES SOUTHWEST ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, ABOUT 200.0 FEET NORTHWEST OF A SWITCH BACK IN THE ROAD, IN THE BASE OF THE ROOT OF A 34-INCH FIR TREE, 21.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND MARKED WITH A BOARD CONTAINING THE PAINTED NUMBERS 6551.3 NAILED TO THE TREE. KS02176562.1http://www.geocaching.com/mark/details.asp?PID=KS02176562.1GeocacheGeocache6562.1USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6562.1</h1> <b> PID </b> KS0217 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> ROYAL GORGE (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 13 46. (N) 120 23 04. (W) SCALED <br> <b> NAVD 88 </b> 2001.22 (+/-2cm) 6565.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.48 (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> 674,720. </td><td> 2,139,480. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 2000.069 (m) 6561.89 (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: 10SGJ257454(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 13.6 MI S FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 13.3 MILES SOUTH ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, IN A ROOT AT THE BASE OF A FIR TREE, NEAR A SIGN WESTERN PINE TREE FARM, 11 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, AND MARKED BY A WHITE PAINTED BOARD WITH THE LETTERS AND NUMBERS USBM 6562/1 NAILED TO THE TREE. KS02006732.4 RMhttp://www.geocaching.com/mark/details.asp?PID=KS02006732.4 RMGeocacheGeocache6732.4 RMUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6732.4 RM</h1> <b> PID </b> KS0200 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> NORDEN (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 16 29. (N) 120 22 31. (W) SCALED <br> <b> NAVD 88 </b> 2053.25 (+/-2cm) 6736.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.35 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 679,760. </td><td> 2,140,180. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 2052.059 (m) 6732.46 (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: 10SGJ264505(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 4.3 MI S FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 4.05 MILES SOUTH ALONG SODA SPRINGS-FRENCH MEADOWS ROAD, ON THE INSIDE OF A TURN, IN THE BASE OF A TREE, 90.0 FEET SOUTH OF AND ACROSS THE ROAD FROM USGS W L S 8, 21.0 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND MARKED WITH A WHITE PAINTED BOARD WITH THE LETTERS AND NUMBERS USBM 6732/4 FASTENED TO THE TREE. KS01976803.3http://www.geocaching.com/mark/details.asp?PID=KS01976803.3GeocacheGeocache6803.3USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6803.3</h1> <b> PID </b> KS0197 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> SODA SPRINGS (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 17 07. (N) 120 22 46. (W) SCALED <br> <b> NAVD 88 </b> 2074.86 (+/-2cm) 6807.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.34 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 680,920. </td><td> 2,139,800. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 2073.662 (m) 6803.34 (f) ADJUSTED 2 0 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ260517(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 3.3 MI S FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 3.05 MILES SOUTH ALONG THE SODA SPRINGS-FRENCH MEADOW ROAD, AT A SMALL CLEARING, IN THE ROOT AT THE NORTHWEST SIDE OF A LARGE FIR TREE, 47 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 25 1/2 FEET SOUTH OF THE CENTER OF A SMALL SANDY WASH, ABOUT 7 1/2 FEET HIGHER THAN THE LEVEL OF THE ROAD, AND MARKED WITH THE WHITE PAINTED LETTERS AND NUMBERS USBM 6803/3 ON A BOARD FASTENED TO THE TREE. A TRIANGULAR BLAZE AND A CROSS ARE PAINTED ON THE TREE. KS01966884.3 RMhttp://www.geocaching.com/mark/details.asp?PID=KS01966884.3 RMGeocacheGeocache6884.3 RMUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6884.3 RM</h1> <b> PID </b> KS0196 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> SODA SPRINGS (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 17 47. (N) 120 22 46. (W) SCALED <br> <b> NAVD 88 </b> 2099.57 (+/-2cm) 6888.3 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.31 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 682,160. </td><td> 2,139,780. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 2098.347 (m) 6884.33 (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: 10SGJ259529(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 2.3 MI S FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 2.05 MILES SOUTH ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, ABOUT 150 YARDS SOUTHEAST OF AND ACROSS THE ROAD FROM A CABIN ON THE EAST LAKE SHORE, IN THE TOP OF A CUT AT THE BASE OF A PINE TREE, NEAR A SIGN BOUNDARY STOCK DRIVEWAY TRAIL, 64.3 FEET SOUTHWEST OF THE B M W L S 7 (USGS), 19 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 2 1/2 FEET HIGHER THAN THE LEVEL OF THE ROAD, AND MARKED WITH THE WHITE PAINTED LETTERS AND NUMBERS USBM 6884/3 ON A BOARD NAILED TO THE TREE. THERE IS ALSO A WHITE PAINTED CROSS ON THE SIDE OF THE TREE. KS01936922.2http://www.geocaching.com/mark/details.asp?PID=KS01936922.2GeocacheGeocache6922.2USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6922.2</h1> <b> PID </b> KS0193 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> SODA SPRINGS (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 18 47. (N) 120 22 53. (W) SCALED <br> <b> NAVD 88 </b> 2111.10 (+/-2cm) 6926.2 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.26 (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> 684,000. </td><td> 2,139,580. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 2109.871 (m) 6922.14 (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: 10SGJ257547(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 1 MI S FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 0.8 MILE SOUTH ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, AT A JUNCTION OF A ROAD LEADING WEST TO CAMP PAHATSI, THE TOP OF A COPPER NAIL AND WASHER IN THE BASE OF THE EAST SIDE OF A TREE, 45 1/2 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF ROADS, 18.0 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 1.0 FOOT HIGHER THAN THE LEVEL OF THE GROUND, AND MARKED WITH THE WHITE PAINTED LETTERS AND NUMBERS USBM 6922/2 ON A BOARD FASTENED TO A TREE. KS02336928.8 RMhttp://www.geocaching.com/mark/details.asp?PID=KS02336928.8 RMGeocacheGeocache6928.8 RMUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>6928.8 RM</h1> <b> PID </b> KS0233 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> ROYAL GORGE (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 11 18. (N) 120 24 45. (W) SCALED <br> <b> NAVD 88 </b> 2112.99 (+/-2cm) 6932.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.65 (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> 670,110. </td><td> 2,137,140. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 2111.859 (m) 6928.66 (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: 10SGJ234408(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 21.6 MI SW FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 21.35 MILES SOUTHWEST ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, IN A ROOT AT THE BASE OF THE WEST SIDE OF A 12-INCH FIR TREE, 46.0 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 34.4 FEET NORTHWEST OF W L S 1 (USGS), ABOUT 14.0 FEET HIGHER THAN THE ROAD, AND MARKED WITH A WHITE PAINTED BOARD WITH THE NUMBERS 6928.8 ON IT, AND NAILED TO THE TREE. KS02277124.3http://www.geocaching.com/mark/details.asp?PID=KS02277124.3GeocacheGeocache7124.3USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>7124.3</h1> <b> PID </b> KS0227 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> ROYAL GORGE (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 11 38. (N) 120 25 52. (W) SCALED <br> <b> NAVD 88 </b> 2172.56 (+/-2cm) 7127.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.69 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 670,700. </td><td> 2,135,520. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 2171.443 (m) 7124.14 (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: 10SGJ218414(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 19.1 MI S FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 18.85 MILES SOUTH ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, IN A SADDLE OF A MOUNTAIN, IN THE ROOT OF THE BASE OF A FIR TREE, AT A JUNCTION OF A TRACK ROAD LEADING NORTHWEST, 29 1/2 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD, 23 1/2 FEET SOUTH OF THE CENTER LINE OF THE TRACK ROAD, ABOUT LEVEL WITH THE ROAD, AND MARKED BY A WHITE PAINTED BOARD WITH THE LETTERS AND NUMBERS USBM 7124.3 ON IT, AND NAILED TO A TREE. KS02297126.285http://www.geocaching.com/mark/details.asp?PID=KS02297126.285GeocacheGeocache7126.285USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>7126.285</h1> <b> PID </b> KS0229 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> ROYAL GORGE (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 11 12. (N) 120 26 03. (W) SCALED <br> <b> NAVD 88 </b> 2173.16 (+/-2cm) 7129.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.72 (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> 669,890. </td><td> 2,135,270. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 2172.043 (m) 7126.11 (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: 10SGJ216406(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 80 = SET IN A BOULDER <br>MARK LOGO: USGS <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 19.7 MI SW FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S .HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 19.45 MILES SOUTHWEST ALONG THE SODA SPRINGS-FRENCE MEADOWS ROAD, AT A JUNCTION OF THE FOREST HILLS ROAD, 69 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD TO SODA SPRINGS, 60.0 FEET NORTHEAST OF THE JUNCTION OF THE ROAD TO FOREST HILL, 42.0 FEET NORTH OF THE CENTER LINE OF THE ROAD TO FRENCH MEADOWS, ABOUT 6 1/2 FEET HIGHER THAN THE LEVEL OF THE FRENCH MEADOWS ROAD, IN THE TOP OF A GRANITE BOULDER PROJECTING 3.0 FEET ABOVE THE SURFACE OF THE GROUND, AND MARKED WITH THE WHITE PAINTED LETTERS B.M. KS02287126.285 RMhttp://www.geocaching.com/mark/details.asp?PID=KS02287126.285 RMGeocacheGeocache7126.285 RMUSGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>7126.285 RM</h1> <b> PID </b> KS0228 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> ROYAL GORGE (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 11 11. (N) 120 26 07. (W) SCALED <br> <b> NAVD 88 </b> 2169.71 (+/-2cm) 7118.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.72 (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> 669,860. </td><td> 2,135,170. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 2168.593 (m) 7114.79 (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: 10SGJ215405(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 19.7 MI SW FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 19.45 MILES SOUTHWEST ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, AT THE JUNCTION OF FOREST HILL DIVIDE ROAD, IN THE BASE OF A ROOT OF AN 18-INCH FIR TREE, 12.0 FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 9 1/2 FEET NORTHWEST OF THE CENTER LINE OF ROAD LEADING TO FOREST HILLS DIVIDE, AND ABOUT 1/2 FOOT HIGHER THAN THE ROAD. KS02317204.1http://www.geocaching.com/mark/details.asp?PID=KS02317204.1GeocacheGeocache7204.1USGSUSGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>7204.1</h1> <b> PID </b> KS0231 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> ROYAL GORGE (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 11 13. (N) 120 25 15. (W) SCALED <br> <b> NAVD 88 </b> 2196.91 (+/-2cm) 7207.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.68 (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> 669,950. </td><td> 2,136,420. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 2195.779 (m) 7203.98 (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: 10SGJ227406(NAD 83) <br>MARKER: N = NAIL <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: TREE <br>MARK LOGO: USGS <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>USGS</td></tr><tr><td>1952 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 20.6 MI SW FROM SODA SPRINGS. 0.25 MILE EAST ALONG U.S. HIGHWAY 40 FROM THE POST OFFICE AT SODA SPRINGS, THENCE 20.35 MILES SOUTHWEST ALONG THE SODA SPRINGS-FRENCH MEADOWS ROAD, IN A ROOT AT THE BASE OF A 20-INCH FIR TREE, 10.0 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD, AND MARKED WITH A WHITE PAINTED BOARD NAILED TO THE TREE CONTAINING THE LETTERS AND NUMBERS USBM 7204.1. JS3851800 R 376http://www.geocaching.com/mark/details.asp?PID=JS3851800 R 376GeocacheGeocache800 R 376BORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>800 R 376</h1> <b> PID </b> JS3851 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> AUBURN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 55 34. (N) 121 00 55. (W) SCALED <br> <b> NAVD 88 </b> 434.22 (+/-2cm) 1424.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.74 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 640,270. </td><td> 2,085,380. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 433.422 (m) 1421.99 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ720104(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER <br>SP_SET: ROCK CREVASE <br>STAMPING: 245 859 800 R 376 <br>MARK LOGO: BOR <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>1977 </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1980 </td><td>GOOD </td><td>WPRS</td></tr><tr><td>20040313</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1980 4.0 MI NE FROM AUBURN. 1.7 MILES NORTHEAST ALONG INTERSTATE 80 FROM AUBURN TO THE FORESTHILL AUBURN RAVINE OFF RAMP, THENCE 2.3 MILES NORTHEAST ALONG THE AUBURN FORESTHILL ROAD, 1.2 MILES EAST OF THE EAST END OF THE HIGH BRIDGE OVER THE AMERICAN RIVER, 33 FEET NORTH OF THE ROAD. THE MARK IS 2.0 FT ABOVE ROAD SHOULDER. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. JS3852800 R 377http://www.geocaching.com/mark/details.asp?PID=JS3852800 R 377GeocacheGeocache800 R 377BORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>800 R 377</h1> <b> PID </b> JS3852 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> AUBURN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 56 06. (N) 121 00 12. (W) SCALED <br> <b> NAVD 88 </b> 450.69 (+/-2cm) 1478.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.63 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 641,270. </td><td> 2,086,410. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 449.892 (m) 1476.02 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ730114(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 245 859 800 R 377 1977 <br>MARK LOGO: BOR <br>PROJECTION: PROJECTING 10 CENTIMETERS <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>1977 </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1980 </td><td>GOOD </td><td>WPRS</td></tr><tr><td>20040313</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1980 5.0 MI NE FROM AUBURN. 1.7 MILES NORTHEAST ALONG INTERSTATE 80 FROM AUBURN TO THE FORESTHILL AUBURN RAVINE OFF RAMP, THENCE 3.3 MILES NORTHEAST ALONG THE AUBURN FORESTHILL ROAD, 2.1 MILES NORTHEAST OF THE EAST END OF THE HIGH BRIDGE OVER THE AMERICAN RIVER. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. JS3853800 R 378http://www.geocaching.com/mark/details.asp?PID=JS3853800 R 378GeocacheGeocache800 R 378BORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>800 R 378</h1> <b> PID </b> JS3853 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> GREENWOOD (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 56 30. (N) 120 59 13. (W) SCALED <br> <b> NAVD 88 </b> 479.56 (+/-2cm) 1573.4 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.52 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 642,020. </td><td> 2,087,820. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 478.762 (m) 1570.74 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ744122(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 245 859 800 R 378 1977 <br>MARK LOGO: BOR <br>PROJECTION: PROJECTING 10 CENTIMETERS <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>1977 </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1980 </td><td>GOOD </td><td>WPRS</td></tr><tr><td>20040313</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1980 6.0 MI NE FROM AUBURN. 1.7 MILES NORTHEAST ALONG INTERSTATE 80 FROM AUBURN TO THE FORESTHILL AUBURN RAVINE OFF RAMP, THENCE 4.3 MILES NORTHEAST ALONG THE AUBURN FORESTHILL ROAD, 3.1 MILES NORTHEAST OF THE EAST END OF THE HIGH BRIDGE OVER THE AMERICAN RIVER, 44 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 33 FEET NORTH-NORTHEAST OF A POWER POLE. THE MARK IS 0.4 FT ABOVE ROAD TURNOUT. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. JS3854800 R 379http://www.geocaching.com/mark/details.asp?PID=JS3854800 R 379GeocacheGeocache800 R 379BORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>800 R 379</h1> <b> PID </b> JS3854 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> GREENWOOD (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 56 57. (N) 120 58 26. (W) SCALED <br> <b> NAVD 88 </b> 525.16 (+/-2cm) 1723.0 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.41 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 642,870. </td><td> 2,088,940. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 524.369 (m) 1720.37 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ755130(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 245 859 800 R 379 1977 <br>MARK LOGO: BOR <br>PROJECTION: FLUSH <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>1977 </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1980 </td><td>GOOD </td><td>WPRS</td></tr><tr><td>20040313</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1980 7.0 MI NE FROM AUBURN. 1.7 MILES NORTHEAST ALONG INTERSTATE 80 FROM AUBURN TO THE FORESTHILL AUBURN RAVINE OFF RAMP, THENCE 5.3 MILES NORTHEAST ALONG THE AUBURN FORESTHILL ROAD, 4.1 MILES NORTHEAST OF THE EAST END OF THE HIGH BRIDGE OVER THE AMERICAN RIVER, 31 FEET EAST OF THE CENTERLINE OF THE ROAD, 20 FEET SOUTHEAST OF THE MAIN GATE TO SIESMIC VAULT, 8 FEET NORTHEAST OF A POWE POLE, AND 2 FEET FROM A FENCE CORNER. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. JS3856800 R 380http://www.geocaching.com/mark/details.asp?PID=JS3856800 R 380GeocacheGeocache800 R 380BORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>800 R 380</h1> <b> PID </b> JS3856 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> GREENWOOD (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 57 10. (N) 120 57 36. (W) SCALED <br> <b> NAVD 88 </b> 571.43 (+/-2cm) 1874.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.33 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 643,280. </td><td> 2,090,140. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 570.639 (m) 1872.17 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ767135(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: ROCK OUTCROP <br>STAMPING: 245 859 800 R 380 1977 <br>MARK LOGO: BOR <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>1977 </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1980 </td><td>GOOD </td><td>WPRS</td></tr><tr><td>20040313</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1980 8.1 MI NE FROM AUBURN. 1.7 MILES NORTHEAST ALONG INTERSTATE 80 FROM AUBURN TO THE FORESTHILL AUBURN RAVINE OFF RAMP, THENCE 6.4 MILES NORTHEAST ALONG THE AUBURN FORESTHILL ROAD, 5.2 MILES NORTHEAST OF THE EAST END OF THE HIGH BRIDGE OVER THE AMERICAN RIVER, 33 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT SOUTH OF AN EAST-WEST FENCE. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. JS3858800 R 381http://www.geocaching.com/mark/details.asp?PID=JS3858800 R 381GeocacheGeocache800 R 381BORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>800 R 381</h1> <b> PID </b> JS3858 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> GREENWOOD (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 58 16. (N) 120 56 52. (W) SCALED <br> <b> NAVD 88 </b> 596.03 (+/-2cm) 1955.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.16 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 645,330. </td><td> 2,091,180. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 595.245 (m) 1952.90 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ777155(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES <br>SP_SET: FOUNDATION <br>STAMPING: 245 859 800 R 381 1977 <br>MARK LOGO: BOR <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>1977 </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1980 </td><td>GOOD </td><td>WPRS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1980 10.4 MI NE FROM AUBURN. 1.7 MILES NORTHEAST ALONG INTERSTATE 80 FROM AUBURN TO THE FORESTHILL AUBURN RAVINE OFF RAMP, THENCE 8.7 MILES NORTHEAST ALONG THE AUBURN FORESTHILL ROAD, 7.5 MILES NORTHEAST OF THE EAST END OF THE HIGH BRIDGE OVER THE AMERICAN RIVER, 150 FEET SOUTHEAT OF THE CENTERLINE OF THE ROAD, AND SET IN THE SOUTHEAST CORNER OF A HOUSE FOUNDATION. JS3859800 R 382http://www.geocaching.com/mark/details.asp?PID=JS3859800 R 382GeocacheGeocache800 R 382BORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>800 R 382</h1> <b> PID </b> JS3859 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> GREENWOOD (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 58 55. (N) 120 56 17. (W) SCALED <br> <b> NAVD 88 </b> 656.11 (+/-2cm) 2152.6 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -27.04 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 646,540. </td><td> 2,092,010. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 655.313 (m) 2149.97 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ786167(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 245 859 800 R 382 1977 <br>MARK LOGO: BOR <br>PROJECTION: FLUSH <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>1977 </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1980 </td><td>GOOD </td><td>WPRS</td></tr><tr><td>20040313</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1980 11.4 MI NE FROM AUBURN. 1.7 MILES NORTHEAST ALONG INTERSTATE 80 FROM AUBURN TO THE FORESTHILL AUBURN RAVINE OFF RAMP, THENCE 9.7 MILES NORTHEAST ALONG THE AUBURN FORESTHILL ROAD, 8.5 MILES NORTHEAST OF THE EAST END OF THE HIGH BRIDGE OVER THE AMERICAN RIVER, 28 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, AND 3 FEET FROM A FENCE. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. JS3861800 R 385http://www.geocaching.com/mark/details.asp?PID=JS3861800 R 385GeocacheGeocache800 R 385BORBOR Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>800 R 385</h1> <b> PID </b> JS3861 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> GEORGETOWN (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 59 53. (N) 120 52 17. (W) SCALED <br> <b> NAVD 88 </b> 854.95 (+/-2cm) 2804.9 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -26.60 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS I (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 648,400. </td><td> 2,097,760. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 854.126 (m) 2802.25 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ843187(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: 245 859 800 R 385 1977 <br>MARK LOGO: BOR <br>PROJECTION: FLUSH <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>1977 </td><td>MONUMENTED </td><td>BOR</td></tr><tr><td>1979 </td><td>GOOD </td><td>WPRS</td></tr><tr><td>20040313</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US WATER AND POWER RESOURCES SERVICE 1979 15.9 MI NE FROM AUBURN. 1.7 MILES NORTHEAST ALONG INTERSTATE 80 FROM AUBURN TO THE FORESTHILL AUBURN RAVINE OFF RAMP, THENCE 14.2 MILES NORTHEAST ALONG THE AUBURN FORESTHILL ROAD, 13.0 MILES NORTHEAST OF THE EAST END OF THE HIGH BRIDGE OVER THE AMERICAN RIVER, 51 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 39 FEET EAST OF A TELEPHONE POLE, AND 15 FEET WEST OF A 30- INCH CEDAR TREE. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. JS087093.5http://www.geocaching.com/mark/details.asp?PID=JS087093.5GeocacheGeocache93.5CGSNONE Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>93.5</h1> <b> PID </b> JS0870 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> LINCOLN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 58 15. (N) 121 22 05. (W) SCALED <br> <b> NAVD 88 </b> 29.247 (meters) 95.95 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.34 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 29.229 (meters) 95.90 (feet) COMP <br> <b> MODELED GRAV</b> 980,013.9 (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> 644,960. </td><td> 2,054,760. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 28.532 (m) 93.61 (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: 10SFJ413148(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE <br>SP_SET: HEADWALL <br>MARK LOGO: NONE <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - September 22, 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>CGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1986 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>19861001</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>19880822</td><td>GOOD </td><td>NGS</td></tr><tr><td>20000922</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 0.8 MI SE FROM SHERIDAN. 0.8 MILE SOUTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE POST OFFICE AT SHERIDAN, 0.1 MILE NORTHWEST OF BRIDGE 123.69 OVER BIG YANKEE SLOUGH, ABOUT 3 1/2 RAILS NORTHWEST OF MILEPOST 124, AT CONCRETE CULVERT 124.1, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEAD WALL, 11.7 FEET SOUTHWEST OF THE SOUTHWEST RAIL, AND ABOUT 3 FEET LOWER THAN THE TRACKS. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (DME) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (MEI) MARK NOT FOUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. 6.6 KM (4.10 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF 4TH STREET IN WHEATLAND. DELETE--3 1/2 RAILS NORTHWEST OF MILEPOST 124. <p> <h2>STATION RECOVERY (2000) </h2> <p>RECOVERY NOTE BY CALTRANS 2000 (FTC) RECOVERED IN GOOD CONDITION. JS086699.5http://www.geocaching.com/mark/details.asp?PID=JS086699.5GeocacheGeocache99.5CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>99.5</h1> <b> PID </b> JS0866 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> SHERIDAN (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 59 17. (N) 121 23 06. (W) SCALED <br> <b> NAVD 88 </b> 31.01 (+/-2cm) 101.7 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -29.30 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> FIRST CLASS II (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 646,860. </td><td> 2,053,280. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 30.345 (m) 99.56 (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: 10SFJ398166(NAD 83) <br>MARKER: Q = CHISELED SQUARE <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: SIGNAL BASE <br>STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>UNK </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1949 </td><td>GOOD </td><td>NGS</td></tr><tr><td>19880822</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1949 0.7 MI NW FROM SHERIDAN. ABOUT 3/4 MILE WEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT SHERIDAN, PLACER COUNTY, ON THE CONCRETE BASE OF BLOCK SIGNAL 1255, AND 10 FEET SOUTH OF THE TRACK. AN OUTLINED SQUARE. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. JS0956A 1200http://www.geocaching.com/mark/details.asp?PID=JS0956A 1200GeocacheGeocacheA 1200CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1200</h1> <b> PID </b> JS0956 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> CITRUS HEIGHTS (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 44 33. (N) 121 17 32. (W) SCALED <br> <b> NAVD 88 </b> 46.667 (meters) 153.11 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -30.15 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 46.637 (meters) 153.01 (feet) COMP <br> <b> MODELED GRAV</b> 979,972.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 619,660. </td><td> 2,061,530. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 45.895 (m) 150.57 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH484895(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: ABUTMENT <br>STAMPING: A 1200 1969 <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>1969 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1986 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>1986 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20040313</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1969 0.8 MI SW FROM ROSEVILLE. 0.75 MILE SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT ROSEVILLE, AT THE JUNCTION OF VERNON AND SECOND STREETS, SET VERTICALLY IN THE NORTHWEST FACE OF THE CONCRETE ABUTMENT OF STEEL TRUSS WALKWAY 105.85 OVER THE TRACKS, 17.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHEAST TRACK, 35 FEET NORTH OF THE CENTER OF THE JUNCTION, 25 FEET NORTHWEST OF THE CENTER LINE OF VERNON STREET, 1.3 FEET NORTHEAST OF THE WEST CORNER OF THE ABUTMENT, ABOUT 2 FEET HIGHER THAN THE TRACK AND 3 FEET LOWER THAN THE STREET. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (EH) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (DME) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. JS0687A 1201http://www.geocaching.com/mark/details.asp?PID=JS0687A 1201GeocacheGeocacheA 1201CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1201</h1> <b> PID </b> JS0687 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> GREENWOOD (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 59 20. (N) 120 59 42. (W) SCALED <br> <b> NAVD 88 </b> 584.009 (meters) 1916.04 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -27.22 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 583.599 (meters) 1914.69 (feet) COMP <br> <b> MODELED GRAV</b> 979,907.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 647,260. </td><td> 2,087,060. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 583.202 (m) 1913.39 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ736174(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: TUNNEL WALL <br>STAMPING: A 1201 1969 <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>1969 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1969 8.4 MI NE FROM AUBURN. 8.45 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT AURBURN, 9.15 MILES SOUTH OF COLFAX, 0.05 MILE SOUTH OF MILEPOST 133, AT A POINT WHERE THE WESTBOUND TRACK CROSSES OVER THE TUNNEL OF THE EASTBOUND TRACK, IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST PORTAL WALL OF THE TUNNEL OF THE EASTBOUND TRACK, 8.4 FEET EAST OF THE EAST RAIL OF THE WESTBOUND TRACK, 1.2 FEET SOUTHEAST OF THE NORTHWEST END OF THE WALL, ABOUT 2 FEET HIGHER THAN THE WESTBOUND TRAC, AND 50 FEET HIGHER THAN THE EASTBOUND TRACK. KS0390A 1202http://www.geocaching.com/mark/details.asp?PID=KS0390A 1202GeocacheGeocacheA 1202CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1202</h1> <b> PID </b> KS0390 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> BLUE CANYON (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 15 08. (N) 120 42 43. (W) SCALED <br> <b> NAVD 88 </b> 1438.789 (meters) 4720.43 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -24.53 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 1437.533 (meters) 4716.31 (feet) COMP <br> <b> MODELED GRAV</b> 979,703.4 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 676,790. </td><td> 2,111,170. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1437.797 (m) 4717.17 (f) ADJUSTED 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ974472(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: OUTCROP <br>STAMPING: A 1202 1969 <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>1969 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1969 5.4 MI SW FROM EMIGRANT GAP. 5.4 MILES SOUTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE SOUTHWEST END OF THE TUNNEL AT EMIGRANT GAP, 0.2 MILE NORTH OF MILEPOST 167, 3 RAILS SOUTH OF SEMAPHORE 1668, IN THE TOP OF A LEDGE OF AN OUTCROP IN A CUT, 18.5 FEET EAST OF THE EAST RAIL OF THE WESTBOUND TRACK, 1.3 FEET SOUTH OF A WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE TRACK. JS4597A 1446http://www.geocaching.com/mark/details.asp?PID=JS4597A 1446GeocacheGeocacheA 1446NGSNGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 1446</h1> <b> PID </b> JS4597 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> SHERIDAN (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 59 26. (N) 121 23 27. (W) SCALED <br> <b> NAVD 88 </b> 28.768 (meters) 94.38 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.31 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 28.751 (meters) 94.33 (feet) COMP <br> <b> MODELED GRAV</b> 980,014.4 (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> 647,140. </td><td> 2,052,770. </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: 10SFJ393169(NAD 83) <br>MARKER: I = METAL ROD <br>SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL <br>WITH SETTING: INFORMATION. <br>SP_SET: METAL ROD DRIVEN INTO GROUND <br>STAMPING: A 1446 1988 <br>MARK LOGO: NGS <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 - September 22, 2000 <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>20000922</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1988 3.6 KM (2.25 MI) SOUTHEASTERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF 4TH STREET IN WHEATLAND, 0.1 KM (0.05 MI) NORTHWEST OF THE INTERSECTION OF A DRIVEWAY, A METAL ROD DRIVEN 2.0 METERS AND FLUSH WITH THE GROUND, 58.2 M (190.9 FT) SOUTHWEST OF THE NEAR RAIL, 15.2 M (49.9 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 65, 7.9 M (25.9 FT) SOUTHEAST OF A UTILITY POLE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. <p> <h2>STATION RECOVERY (2000) </h2> <p>RECOVERY NOTE BY CALTRANS 2000 (FTC) RECOVERED IN GOOD CONDITION. JS0876A 380http://www.geocaching.com/mark/details.asp?PID=JS0876A 380GeocacheGeocacheA 380CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 380</h1> <b> PID </b> JS0876 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> LINCOLN (1981) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 55 58. (N) 121 20 44. (W) SCALED <br> <b> NAVD 88 </b> 35.770 (meters) 117.36 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.50 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 35.748 (meters) 117.28 (feet) COMP <br> <b> MODELED GRAV</b> 980,003.3 (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> 640,750. </td><td> 2,056,740. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 35.059 (m) 115.02 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ434106(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 380 1949 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1949 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>19861001</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>19880822</td><td>MARK NOT FOUND </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 4 MI NW FROM LINCOLN. 4.0 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT LINCOLN, 3.8 MILES SOUTHEAST OF SHERIDAN, AT EWING SIDING, ABOUT 6 1/2 RAILS NORTHWEST OF MILEPOST 121, 51 1/2 FEET SOUTH OF THE CENTER OF ROAD CROSSING 121.0, 41 FEET SOUTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 46.0 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 21 FEET SOUTHEAST OF A FENCE CORNER, 1.3 FEET NORTHEAST OF A FENCE, 1.4 FEET NORTHWEST OF A WITNESS POST, ABOUT 1 FOOT LOWER THAN THE TRACK, 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 (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 MARK NOT FOUND. KS0305A 491http://www.geocaching.com/mark/details.asp?PID=KS0305A 491GeocacheGeocacheA 491CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 491</h1> <b> PID </b> KS0305 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> TAHOE CITY (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 10 08. (N) 120 08 32. (W) SCALED <br> <b> NAVD 88 </b> 1904.25 (+/-2cm) 6247.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.65 (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> 668,400. </td><td> 2,160,530. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1903.019 (m) 6243.49 (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: 10SGJ468394(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 491 1935 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1935 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1957 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1957 0.1 MI SW FROM TAHOE CITY. 0.1 MILE SOUTHWEST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT TAHOE CITY, AT THE Y JUNCTION OF A GRAVELED DRIVEWAY LEADING SOUTH TO THE SWEDISH FARMHOUSE MOTEL, 93 FEET SOUTH OF THE CENTER OF THE JUNCTION, 84.9 FEET NORTHEAST OF THE NORTH CORNER OF THE BANK OF AMERICA BUILDING, 43 1/2 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 38.0 FEET WEST OF THE WEST CORNER OF A SMALL VARIETY STORE BUILDING, 24 1/2 FEET WEST OF THE CENTER LINE OF THE DRIVE, 7.3 FEET NORTH OF A FIREPLUG, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND. JS0747A 566http://www.geocaching.com/mark/details.asp?PID=JS0747A 566GeocacheGeocacheA 566CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 566</h1> <b> PID </b> JS0747 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> ROSEVILLE (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 45 15. (N) 121 17 05. (W) SCALED <br> <b> NAVD 88 </b> 53.149 (meters) 174.37 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -30.11 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 53.114 (meters) 174.26 (feet) COMP <br> <b> MODELED GRAV</b> 979,968.5 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 620,960. </td><td> 2,062,170. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 52.372 (m) 171.82 (f) ADJ UNCH 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFH490908(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE <br>SP_SET: PIER <br>STAMPING: A 566 1938 <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 - August 25, 1988 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1938 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1969 </td><td>GOOD </td><td>NGS</td></tr><tr><td>1987 </td><td>POOR </td><td>USPSQD</td></tr><tr><td>19880825</td><td>GOOD </td><td>NGS</td></tr><tr><td>1990 </td><td>POOR </td><td>USPSQD</td></tr><tr><td>20040313</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 0.2 MI NW FROM ROSEVILLE. 0.2 MILE NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT ROSEVILLE, AT THE SIERRA BOULEVARD CONCRETE OVERPASS OVER THE RAILROAD, SET VERTICALLY IN THE CENTER OF THE SOUTHWEST FACE OF THE CONCRETE FOUNDATION FOR THE FIRST ROW OF CONCRETE PIERS NORTHEAST OF THE TRACKS, 27.9 FEET NORTHEAST OF THE NORTHEAST RAIL, 15.3 FEET NORTHWEST OF THE SOUTHEAST END OF THE FOUNDATION, ABOUT 10 1/2 FEET HIGHER THAN THE TRACK AND 0.4 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1987) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1987 (EH) MARK RECOVERED IN POOR CONDITION. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW TO REACH FOLLOWS. IN ROSEVILLE, AT THE INTERSECTION OF SIERRA BOULEVARD AND THE SOUTHERN PACIFIC RAILROAD. <p> <h2>STATION RECOVERY (1990) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1990 (EH) MARK RECOVERED IN POOR CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS0352A 569http://www.geocaching.com/mark/details.asp?PID=KS0352A 569GeocacheGeocacheA 569CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 569</h1> <b> PID </b> KS0352 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> COLFAX (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 07 29. (N) 120 55 52. (W) SCALED <br> <b> NAVD 88 </b> 794.577 (meters) 2606.87 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.08 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 794.001 (meters) 2604.98 (feet) COMP <br> <b> MODELED GRAV</b> 979,875.7 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 662,400. </td><td> 2,092,420. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 793.746 (m) 2604.15 (f) ADJUSTED 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ788326(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 569 1938 <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 13, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1938 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1969 </td><td>GOOD </td><td>NGS</td></tr><tr><td>20040313</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 3.9 MI NE FROM COLFAX. 3.9 MILES NORTHEAST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT COLFAX, 0.7 MILE NORTH OF THE NORTHEAST END OF A TUNNEL OF THE WESTBOUND TRACK, 0.6 MILE SOUTHWEST OF THE CROSSING OF AN ASPHALT ROAD, 0.45 MILE NORTH OF MILEPOST 145, IN THE TOP AND 1.3 FEET NORTH OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A CONCRETE BOX CULVERT, 7.7 FEET WEST OF THE WEST RAIL OF THE WESTBOUND TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS0350A 831http://www.geocaching.com/mark/details.asp?PID=KS0350A 831GeocacheGeocacheA 831CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 831</h1> <b> PID </b> KS0350 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> COLFAX (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 06 46. (N) 120 56 07. (W) SCALED <br> <b> NAVD 88 </b> 758.954 (meters) 2490.00 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -26.17 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 758.404 (meters) 2488.20 (feet) COMP <br> <b> MODELED GRAV</b> 979,876.8 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 661,070. </td><td> 2,092,080. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 758.123 (m) 2487.28 (f) ADJUSTED 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ785313(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: RETAINING WALL <br>STAMPING: A 831 1947 <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>1947 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1969 </td><td>GOOD </td><td>NGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY NATIONAL GEODETIC SURVEY 1969 2.8 MI NE FROM COLFAX. 2.8 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT COLFAX, 0.5 MILE SOUTHEAST OF THE EASTBOUND TRACK MILEAGE 144, ABOUT 3 RAILS SOUTHEAST ALONG THE EASTBOUND TRACK FROM THE NORTHWEST END OF A TUNNEL OF THE WESTBOUND TRACK, IN THE TOP AND 1.1 FEET SOUTHEAST OF THE NORTHWEST END OF A LONG CONCRETE RETAINING WALL WHICH PROJECTS ABOUT 2 1/2 FEET ABOVE THE GROUND, 8.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE EASTBOUND TRACK, AND ABOUT 2 FEET HIGHER THAN THE TRACK. KS0399A 835http://www.geocaching.com/mark/details.asp?PID=KS0399A 835GeocacheGeocacheA 835CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 835</h1> <b> PID </b> KS0399 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> BLUE CANYON (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 18 01. (N) 120 40 05. (W) SCALED <br> <b> NAVD 88 </b> 1598.970 (meters) 5245.95 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -24.09 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 1597.538 (meters) 5241.26 (feet) COMP <br> <b> MODELED GRAV</b> 979,673.5 (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. WARNING-Repeat measurements at this control monument indicate possible vertical movement. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 682,180. </td><td> 2,114,880. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1597.899 (m) 5242.44 (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: 10SGJ010526(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: UNDERPASS <br>STAMPING: A 835 1947 <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>1947 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1947 0.3 MI NE FROM EMIGRANT GAP. ABOUT 0.3 MILE NORTHEAST ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE STATION AT EMIGRANT GAP, 9.2 FEET SOUTH OF THE SOUTH RAIL OF THE EAST BOUND TRACK, SET ON TOP AND IN THE WEST CONCRETE ABUTMENT OF THE LARGE U.S. HIGHWAY NO. 40 UNDERPASS, 0.8 FOOT NORTH OF THE SOUTH EDGE OF THE ABUTMENT AND ABOUT 2 FEET LOWER THAN THE TRACK. KS0400A 835 RESEThttp://www.geocaching.com/mark/details.asp?PID=KS0400A 835 RESETGeocacheGeocacheA 835 RESETCGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 835 RESET</h1> <b> PID </b> KS0400 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> BLUE CANYON (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 18 02. (N) 120 40 04. (W) SCALED <br> <b> NAVD 88 </b> 1604.288 (meters) 5263.40 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -24.09 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 1602.851 (meters) 5258.69 (feet) COMP <br> <b> MODELED GRAV</b> 979,673.6 (mgal) NAVD 88 <br> <p> <b> VERT ORDER </b> FIRST CLASS I <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 682,210. </td><td> 2,114,900. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1603.261 (m) 5260.03 (f) ADJUSTED 1 1 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SGJ011527(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: TUNNEL <br>STAMPING: A 835 RESET 1961 <br>MARK LOGO: CGS <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><tr><td>1969 </td><td>GOOD </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1969 AT EMIGRANT GAP. AT EMIGRANT GAP, AT THE SOUTHWEST END OF A TUNNEL UNDER INTERSTATE HIGHWAY 80, 0.1 MILE SOUTHWEST OF MILEPOLE 172, IN THE TOP OF THE NORTHWEST PORTAL WALL OF THE TUNNEL, 7.6 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE WEST-BOUND TRACK, 2.4 FEET SOUTHEAST OF THE NORTHWEST END OF THE WALL, 0.7 FOOT NORTHEAST OF THE NORTHEAST END OF THE WEST RETAINING WALL, 3.3 FEET SOUTHEAST OF A FENCE, ABOUT 34 FEET HIGHER TAHN THE TRACK AND ABOUT 20 FEET LOWER THAN THE HIGHWAY. JS0897A 855http://www.geocaching.com/mark/details.asp?PID=JS0897A 855GeocacheGeocacheA 855CGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 855</h1> <b> PID </b> JS0897 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> ROSEVILLE (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 51 04. (N) 121 18 25. (W) SCALED <br> <b> NAVD 88 </b> 39.687 (meters) 130.21 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.84 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 39.661 (meters) 130.12 (feet) COMP <br> <b> MODELED GRAV</b> 979,974.3 (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> 631,710. </td><td> 2,060,160. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 38.976 (m) 127.87 (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: 10SFJ469016(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>SP_SET: CONCRETE POST <br>STAMPING: A 855 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 - August 24, 1988 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1949 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1975 </td><td>GOOD </td><td>CADH</td></tr><tr><td>1986 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>19861001</td><td>MARK NOT FOUND </td><td>USPSQD</td></tr><tr><td>19880824</td><td>GOOD </td><td>NGS</td></tr><tr><td>20040313</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 3 MI S FROM LINCOLN. 3.0 MILES SOUTH ALONG THE SOUTHERN PACIFIC CO. RAILROAD FROM THE STATION AT LINCOLN, 39 FEET EAST OF THE EAST RAIL, 31.6 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 99 E, 29.6 FEET EAST OF THE SOUTHEAST CORNER OF RAILROAD BLOCK SIGNAL 1140, 5.4 FEET NORTHEAST OF THE FIRST POLE NORTH OF MILEPOST 114, 1.7 FEET SOUTH OF A WITNESS POST, ABOUT 3 FEET HIGHER THAN THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE THE GROUND. <p> <h2>STATION RECOVERY (1975) </h2> <p>RECOVERY NOTE BY CA DIV OF HIGHWAYS 1975 RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (DME) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (1986) </h2> <p>RECOVERY NOTE BY US POWER SQUADRON 1986 (MEI) MARK NOT FOUND. <p> <h2>STATION RECOVERY (1988) </h2> <p>RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. 5.7 KM (3.55 MI) SOUTHERLY ALONG THE SOUTHERN PACIFIC RAILROAD FROM THE JUNCTION OF 5TH STREET IN LINCOLN, 36.2 M (118.8 FT) NORTH-NORTHEAST OF MILEPOST 114, 11.9 M (39.0 FT) EAST OF THE NEAR RAIL, 9.6 M (31.5 FT) WEST OF THE CENTERLINE OF INDUSTRIAL AVENUE, 2.0 M (6.6 FT) NORTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE AVENUE, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND IN A CONCRETE MONUMENT THAT IS RECESSED 0.02 M (0.1 FT) BELOW THE GROUND SURFACE. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. JS0931A 858http://www.geocaching.com/mark/details.asp?PID=JS0931A 858GeocacheGeocacheA 858CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 858</h1> <b> PID </b> JS0931 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> SHERIDAN (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 38 55 35. (N) 121 22 53. (W) SCALED <br> <b> NAVD 88 </b> 30.885 (meters) 101.33 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -29.64 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 30.866 (meters) 101.27 (feet) COMP <br> <b> MODELED GRAV</b> 980,001.2 (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> 640,020. </td><td> 2,053,640. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/92) 30.175 (m) 99.00 (f) ADJ UNCH 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ403098(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 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 NOT SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - March 13, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1949 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1987 </td><td>GOOD </td><td>USPSQD</td></tr><tr><td>20000922</td><td>GOOD </td><td>CADT</td></tr><tr><td>20040313</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1949 5.8 MI NW FROM LINCOLN. 3.4 MILES NORTHWEST ALONG THE SOUTHERN PACIFIC COMPANY RAILROAD FROM THE STATION AT LINCOLN, THENCE 2.4 MILES WEST ALONG A COUNTY ROAD, 90.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A STUCCO FARMHOUSE, 42 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 39 FEET EAST OF THE CENTER LINE OF THE DRIVEWAY LEADING TO THE BARNS, 10 1/2 FEET WEST OF A FORKED TREE, 3 FEET SOUTHEAST OF A BOARD FENCE CORNER, 2.4 FEET SOUTHWEST OF A WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 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 (2000) </h2> <p>RECOVERY NOTE BY CALTRANS 2000 (FTC) RECOVERED IN GOOD CONDITION. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS0423A 869http://www.geocaching.com/mark/details.asp?PID=KS0423A 869GeocacheGeocacheA 869CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 869</h1> <b> PID </b> KS0423 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> GREEK STORE (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 02 00. (N) 120 31 39. (W) SCALED <br> <b> NAVD 88 </b> 1607.36 (+/-2cm) 5273.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -24.68 (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> 652,740. </td><td> 2,127,480. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1606.370 (m) 5270.23 (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: 10SGJ140233(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 869 1952 <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>1952 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1952 34.6 MI NE FROM GEORGETOWN. 8.55 MILES NORTHEAST ALONG THE WENTWORTH SPRINGS ROAD FROM THE POST OFFICE AT GEORGETOWN, THENCE 26.0 MILES NORTHEAST ALONG THE RALSTON RIDGE ROAD, 3.75 MILES NORTHEAST OF THE BRUSHY GUARD STATION, 30.0 FEET NORTHEAST OF A LARGE PINE TREE MARKED USFS 5268, 23 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD, 12.0 FEET SOUTH OF AN OAK TREE, 2.0 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT HIGHER THAN THE GROUND, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE THE GROUND. KS0309A 920http://www.geocaching.com/mark/details.asp?PID=KS0309A 920GeocacheGeocacheA 920CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 920</h1> <b> PID </b> KS0309 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> TAHOE CITY (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 10 46. (N) 120 07 49. (W) SCALED <br> <b> NAVD 88 </b> 1915.62 (+/-2cm) 6284.8 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.65 (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> 669,590. </td><td> 2,161,530. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1914.388 (m) 6280.79 (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: 10SGJ478406(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 80 = SET IN A BOULDER <br>STAMPING: A 920 1957 <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1957 </td><td>MONUMENTED </td><td>CGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1957 0.9 MI NE FROM TAHOE CITY. 0.9 MILE NORTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT TAHOE CITY, IN A SMALL RESIDENTIAL DISTRICT, AT THE NORTHEAST END OF A CURVE, IN THE TOP OF AN 8- BY 8-FOOT LAVA BOULDER WHICH PROJECTS 1 1/2 FEET ABOVE THE GROUND, 118.9 FEET SOUTHWEST OF THE SOUTHEAST END OF CORRUGATED METAL PIPE CULVERT A 53 + 50, 56.0 FEET NORTHWEST OF THE NORTH CORNER OF A FRAME COTTAGE, 26 FEET NORTHWEST OF THE CENTER LINE OF AN ACCESS ROAD IN FRONT OF THE COTTAGE, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. KS0281A 924http://www.geocaching.com/mark/details.asp?PID=KS0281A 924GeocacheGeocacheA 924CGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>A 924</h1> <b> PID </b> KS0281 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> TAHOE CITY (1992) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 09 48. (N) 120 09 36. (W) SCALED <br> <b> NAVD 88 </b> 1901.49 (+/-2cm) 6238.5 (feet) VERTCON <br> <hr> <b> GEOID HEIGHT</b> -23.62 (meters) GEOID03 <br> <p> <b> VERT ORDER </b> SECOND CLASS 0 (See Below) <br> <p>The horizontal coordinates were scaled from a topographic map and have an estimated accuracy of +/- 6 seconds. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td> Units</td><td> Estimated Accuracy</td></tr><tr><td>SPC CA 2 </td><td> 667,750. </td><td> 2,159,000. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 1900.253 (m) 6234.41 (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: 10SGJ453387(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 30 = SET IN A LIGHT STRUCTURE <br>SP_SET: CULVERT <br>STAMPING: A 924 1957 <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>1957 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>20010508</td><td>MARK NOT FOUND </td><td>CADT</td></tr><tr><td>20010601</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1957 1.1 MI W FROM TAHOE CITY. 0.2 MILE SOUTHWEST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE AT TAHOE CITY, THENCE 0.9 MILE WEST ALONG STATE HIGHWAY 89, ON THE INSIDE OF A CURVE, AT 18-INCH CORRUGATED METAL PIPE CULVERT B 59 18, IN THE TOP OF THE EAST END OF THE NORTH CONCRETE HEAD WALL, 17 1/2 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY. <p> <h2>STATION RECOVERY (2001) </h2> <p>RECOVERY NOTE BY CALTRANS 2001 (FTC) CULVERT HAS BEEN REPLACED. <p> <h2>STATION RECOVERY (2001) </h2> <p>RECOVERY NOTE BY CALTRANS 2001 (FTC) MARK NOT FOUND. CULVERT HAS BEEN REPLACED. JS4094ABRAHAMhttp://www.geocaching.com/mark/details.asp?PID=JS4094ABRAHAMGeocacheGeocacheABRAHAMCADTUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ABRAHAM</h1> <b> PID </b> JS4094 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> GOLD HILL (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 53 28.49809(N) 121 11 41.11604(W) ADJUSTED <br> <b> NAVD 88 </b> 149.94 (+/-2cm) 491.9 (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 11.97 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -29.09 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> SECOND <br> <b> VERT ORDER </b> THIRD ? (See Below) <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) The vertical order pertains to the NGVD 29 superseded value. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 636,244.633 2</td><td>069,855.701</td><td> MT </td><td>0.99992034</td><td> +0 ' 30 27.7"</td></tr><tr><td>SPC CA 2 </td><td>2,087,412.60 6</td><td>790,851.58 </td><td> sFT </td><td>0.99992034</td><td> +0 ' 30 27.7"</td></tr><tr><td>UTM 10 </td><td>4,306,257.375 </td><td>656,563.928</td><td> MT </td><td>0.99990184</td><td> +1 ' 08 01.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99998104 x 0.99992034 = 0.99990138 <br> <b>UTM 10 </b> 0.99998104 x 0.99990184 = 0.99988288 <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> ABRAHAM AZ MK </td><td>065° 11' 57.3"</td></tr><tr><td>UTM 10 </td><td> ABRAHAM AZ MK </td><td>064° 34' 23.9"</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>DB4022</td><td>ABRAHAM RM 1 </td><td> 6.550 METERS</td><td>039° 46' </td></tr><tr><td>DB4021</td><td>ABRAHAM AZ MK </td><td> </td><td>065° 42' 25.0"</td></tr><tr><td>DB4023</td><td>ABRAHAM RM 2 </td><td> 6.010 METERS</td><td>323° 20' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 38 53 28.47865(N) 121 11 41.10342(W) AD(1984.00) 2 <br> <b> NAD 27 </b> 38 53 28.84308(N) 121 11 37.28749(W) AD( ) 2 <br> NGVD 29 (07/19/86) 149.18 (m) 489.4 (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: 10SFJ5656406257(NAD 83) <br>MARKER: DD = SURVEY DISK <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>1972 </td><td>MONUMENTED </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1972 (GAW) THE STATION IS ABOUT 3 MILES WEST OF NEWCASTLE, 5 MILES NORTH OF LOOMIS ON A SMALL ROUND TOP KNOLL SOUTH OF HIGHWAY 193. <p>TO REACH FROM THE U.S. POST OFFICE IN LINCOLN, GO EAST ON MC BEAN DRIVE, STATE HIGHWAY 193, 4.9 MILES TO MANDARIN HILL ROAD, TURN RIGHT AND GO 0.2 MILE TO DRIVEWAY ON LEFT, TURN LEFT AND GO 200 FEET, TURN LEFT THROUGH CYCLONE WIRE GATE, GO 750 FEET TO ROCK OUTCROP ON NORTH SLOPE OF HILL AND STATION. <p>STATION MARK IS DIVISION OF HIGHWAYS BRASS DISK STAMPED ABRAHAM 1972, SET IN EPOXY IN DRILL HOLE IN BOULDER IN SOUTHERLY MOST PILE OF BOULDERS ON NORTH SLOPE, 0.2 FOOT ABOVEGROUND. <p>REFERENCE MARK 1 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED ABRAHAM R.M. NO. 1 1972, SET IN EPOXY IN DRILL HOLE IN A 2 FT X 3 FT GRANITE BOULDER, 1.5 FEET ABOVEGROUND, 3.1 FEET LOWER THAN STATION AT EAST SIDE OF ROCK OUTCROP. <p>REFERENCE MARK 2 IS DIVISION OF HIGHWAYS BRASS DISK STAMPED ABRAHAM R.M. NO. 2 1972, SET IN EPOXY IN DRILL HOLE IN A 3 FT X 8 FT GRANITE BOULDER, 2 FEET ABOVEGROUND, 1.5 FEET LOWER THAN STATION, IN WESTERLY SIDE OF OUTCROP. <p>AZIMUTH MARK IS DIVISION OF HIGHWAYS BRASS DISK STAMPED ABRAHAM AZM MARK 1972, SET IN EPOXY IN DRILL HOLE IN GRANITE BOULDER, 80 FEET SOUTHEAST OF CENTERLINE OF HIGHWAY 193 AT POST MILE 5.87, IN CENTER OF PILE OF BOULDERS. <p>TO REACH AZIMUTH MARK FROM STATION, RETURN TO JUNCTION OF HIGHWAY 193 AND MANDARIN HILL DRIVE, TURN RIGHT AND GO 0.4 MILE TO LARGE ROCK PILE ON RIGHT SIDE OF HIGHWAY. <p>HEIGHT OF LIGHT ABOVE STATION MARK 1.59 METERS. AC9242AM 1 208http://www.geocaching.com/mark/details.asp?PID=AC9242AM 1 208GeocacheGeocacheAM 1 208USEUSE Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>AM 1 208</h1> <b> PID </b> AC9242 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> FOLSOM (1980) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 38 43 14.78483(N) 121 10 13.40606(W) ADJUSTED <br> <b> NAVD 88 </b> 150.7 (meters) 494. (feet) GPS OBS <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> X </b> -2,579,058.501 (meters) COMP <br> <b> Y </b> -4,263,502.645 (meters) COMP <br> <b> Z </b> 3,968,255.487 (meters) COMP <br> <b> LAPLACE CORR</b> 9.87 (seconds) DEFLEC99 <br> <b> ELLIP HEIGHT</b> 120.94 (meters) (06/13/97) GPS OBS <br> <b> GEOID HEIGHT</b> -29.71 (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 June 1997. 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> 617,340.984 2</td><td>072,141.976</td><td> MT </td><td>0.99993473</td><td> +0 ' 31 23.0"</td></tr><tr><td>SPC CA 2 </td><td>2,025,392.88 6</td><td>798,352.47 </td><td> sFT </td><td>0.99993473</td><td> +0 ' 31 23.0"</td></tr><tr><td>UTM 10 </td><td>4,287,380.118 </td><td>659,055.832</td><td> MT </td><td>0.99991154</td><td> +1 ' 08 40.9"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99998102 x 0.99993473 = 0.99991576 <br> <b>UTM 10 </b> 0.99998102 x 0.99991154 = 0.99989257 <br> <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: 10SFH5905687380(NAD 83) <br>MARKER: DB = BENCH MARK DISK <br>SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT <br>STAMPING: AM1-208 492.01 <br>MARK LOGO: USE <br>MAGNETIC: N = NO MAGNETIC MATERIAL <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br>SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR <br>SATELLITE: SATELLITE OBSERVATIONS - April 25, 2005 <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>USE</td></tr><tr><td>19940708</td><td>GOOD </td><td>CADT</td></tr><tr><td>20050425</td><td>GOOD </td><td>INDIV</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY CALTRANS 1994 (JCB) THE STATION IS LOCATED ON THE WEST SIDE OF FOLSOM LAKE IN THE BEALS POINT AREA OF THE FOLSOM LAKE STATE RECREATION AREA, ABOUT 19 MI (30.6 KM) NORTHEAST OF SACRAMENTO, 6 MI (9.7 KM) SOUTHEAST OF ROSEVILLE AND 3 MI (4.8 KM) NORTH OF FOLSOM. TO REACH THE STATION FROM THE INTERSTATE HIGHWAY 80/DOUGLAS BLVD INTERCHANGE IN ROSEVILLE, GO EAST ON DOUGLAS BLVD FOR 2.4 MI (3.9 KM) TO THE INTERSECTION WITH SIERRA COLLEGE BLVD. CONTINUE EAST ON DOUGLAS BLVD FOR 3.0 MI (4.8 KM) TO THE INTERSECTION WITH AUBURN-FOLSOM ROAD IN GRANITE BAY. TURN RIGHT AND GO SOUTH ON AUBURN-FOLSOM ROAD FOR 1.75 MI (2.82 KM) TO THE INTERSECTION WITH OAK HILL DRIVE ON THE RIGHT AND THE ENTRANCE ROAD TO THE BEALS POINT AREA ON THE LEFT. TURN LEFT AND GO EAST THEN NORTHEAST ON THE ENTRANCE ROAD FOR 0.2 MI (0.3 KM) TO THE STATE PARK ENTRANCE STATION. CONTINUE EAST ON THE ENTRANCE ROAD FOR 0.1 MI (0.2 KM) TO A STOP SIGN AT A BIKE PATH CROSSING AND THE STATION ON THE LEFT. CONTINUE EAST ON THE ENTRANCE ROAD FOR 0.05 MI (0.08 KM) TO A PARKING LOT FOR VEHICLE PARKING. THE STATION IS A DISK SET IN CONCRETE FLUSH WITH THE GROUND, 160 FT (48.8 M) NORTH OF THE CENTERLINE OF THE ENTRANCE ROAD, 80 FT (24.4 M) SOUTH OF THE CENTER OF THE EAST-WEST PORTION OF THE BIKE PATH, 72.0 FT (21.9 M) EAST-NORTHEAST OF AND ACROSS THE BIKE PATH FROM A 3.5 FT (1.1 M) DIAMETER PINE TREE, 34.7 FT (10.6 M) EAST OF THE CENTERLINE OF THE NORTH-SOUTH PORTION OF THE BIKE PATH, 4.5 FT (1.4 M) SOUTHEAST OF AN IRON PIPE GUARD POST, 4.5 FT (1.4 M) WEST OF AN IRON PIPE GUARD POST, 4.5 FT (1.4 M) NORTH OF AN IRON PIPE GUARD POST, 2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS POST AND ABOUT 5 FT (1.5 M) HIGHER THAN THE BIKE PATH. THIS STATION WAS OCCUPIED AS PART OF A CALIFORNIA HPGN DENSIFICATION SURVEY. <p> <h2>STATION RECOVERY (2005) </h2> <p>RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (HSI) TALL VEGETATION IMMEDIATELY TO THE NORTH IS ENCROACHING THE MONUMENT. SUGGEST OCCUPYING WHEN HIGH NUMBER OF SATELLITES ARE OBSERVABLE, AS DENSE TREES BLOCK SKY WINDOW TO THE EAST, VEGETATION TO THE NORTH. KS2007ANDERSONhttp://www.geocaching.com/mark/details.asp?PID=KS2007ANDERSONGeocacheGeocacheANDERSONUSGSUnknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>ANDERSON</h1> <b> PID </b> KS2007 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> NORDEN (1979) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 15 32.70438(N) 120 17 49.63916(W) ADJUSTED <br> <b> NAVD 88 </b> 2647.9 (meters) 8687. (feet) VERTCON <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 2.57 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -23.36 (meters) GEOID03 <br> <p> <b> HORZ ORDER </b> THIRD <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The NAVD 88 height was computed by applying the VERTCON shift value to the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 678,144.506 2</td><td>146,954.254</td><td> MT </td><td>0.99991929</td><td> +1 ' 04 25.0"</td></tr><tr><td>SPC CA 2 </td><td>2,224,879.10 7</td><td>043,799.08 </td><td> sFT </td><td>0.99991929</td><td> +1 ' 04 25.0"</td></tr><tr><td>UTM 10 </td><td>4,349,010.544 </td><td>733,208.404</td><td> MT </td><td>1.00026969</td><td> +1 ' 42 40.4"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99958841 x 0.99991929 = 0.99950773 <br> <b>UTM 10 </b> 0.99958841 x 1.00026969 = 0.99985799 <br> <p> <table border=1><tr><td>PID </td><td>Reference Object </td><td> Distance </td><td>Geod. Az </td></tr><tr><td>CS6371</td><td>ANDERSON RM 2 </td><td> 6.940 METERS</td><td>093° 53' </td></tr><tr><td>CS6370</td><td>ANDERSON RM 1 </td><td> 8.617 METERS</td><td>341° 11' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1990)</b> 39 15 32.69820(N) 120 17 49.61485(W) AD(1984.00) 3 <br> NGVD 29 (09/12/91) 2646.6 (m) 8683. (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: 10SGJ3320849011(NAD 83) <br>MARKER: DD = SURVEY DISK <br>SETTING: 80 = SET IN A BOULDER <br>STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO <br>STABILITY: SURFACE MOTION <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1949 </td><td>MONUMENTED </td><td>USGS</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY US GEOLOGICAL SURVEY 1949 LOCATED ABOUT 10.4 MI NW. OF TAHOE CITY, 7.8 MI SW. OF TRUCKEE. ON EAST END OF PROMINENT MOUNTAIN KNOWN AS ANDERSON PEAK. <p>TO REACH FROM TAHOE CITY POST OFFICE, DRIVE 6.0 MI NW. ALONG STATE HWY. 89 TO RD. FORKS. TAKE LEFT FORK 2.0 MI (KEEPING ON NORTH SIDE OF SQUAW VALLEY) TO BUD JONES RANCH (HORSES CAN BE OBTAINED HERE). RIDE ABOUT 6.0 MI NW. ALONG TRAIL TO TINKER KNOB. LEAVE TRAIL WHERE IT CROSSES OVER MAIN RIDGE JUST SE. OF TINKER KNOB. CONTINUE NW. ALONG TOP OF MAIN RIDGE ABOUT 1.5 MI TO ANDERSON PEAK AND STATION. <p>STATION MARK--STANDARD TABLET STAMPED---ANDERSON 1949---, CEMENTED IN ROCK. <p>RM 1--STANDARD RM TABLET STAMPED---ANDERSON 1949 1---, CEMENTED IN ROCK. <p>RM 2--STANDARD RM TABLET STAMPED---ANDERSON 1949 2---, CEMENTED IN ROCK. KS0327APPLEGATEhttp://www.geocaching.com/mark/details.asp?PID=KS0327APPLEGATEGeocacheGeocacheAPPLEGATECGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>APPLEGATE</h1> <b> PID </b> KS0327 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> COLFAX (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1992)</b> 39 00 22.85033(N) 120 58 40.26830(W) ADJUSTED <br> <b> NAVD 88 </b> 713.140 (meters) 2339.69 (feet) ADJUSTED <br> <hr> <b> EPOCH DATE </b> 1991.35 <br> <b> LAPLACE CORR</b> 6.95 (seconds) DEFLEC99 <br> <b> GEOID HEIGHT</b> -27.03 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 712.635 (meters) 2338.04 (feet) COMP <br> <b> MODELED GRAV</b> 979,895.7 (mgal) NAVD 88 <br> <p> <b> HORZ ORDER </b> FIRST <br> <b> VERT ORDER </b> FIRST CLASS II <br> <p>The horizontal coordinates were established by classical geodetic methods and adjusted by the National Geodetic Survey in March 1994. The horizontal coordinates are valid at the epoch date displayed above. The epoch date for horizontal control is a decimal equivalence of Year/Month/Day. <p>The orthometric height was determined by differential leveling and adjusted by the National Geodetic Survey in June 1991. <p>The Laplace correction was computed from DEFLEC99 derived deflections. <p>The geoid height was determined by GEOID03. <p>The dynamic height is computed by dividing the NAVD 88 geopotential number by the normal gravity value computed on the Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 degrees latitude (g = 980.6199 gals.). <p>The modeled gravity was interpolated from observed gravity values. <p> <table border=1><tr><td> </td><td> North </td><td> East </td><td>Units</td><td>Scale Fact</td><td>r Converg.</td></tr><tr><td>SPC CA 2 </td><td> 649,209.484 2</td><td>088,527.729</td><td> MT </td><td>0.99991560</td><td> +0 ' 38 40.0"</td></tr><tr><td>SPC CA 2 </td><td>2,129,948.12 6</td><td>852,111.39 </td><td> sFT </td><td>0.99991560</td><td> +0 ' 38 40.0"</td></tr><tr><td>UTM 10 </td><td>4,319,426.138 </td><td>675,093.302</td><td> MT </td><td>0.99997751</td><td> +1 ' 16 23.1"</td></tr> </table> <p> <b> </b> Elev Factor x Scale Factor = Combined Factor <br> <b>SPC CA 2 </b> 0.99989236 x 0.99991560 = 0.99980797 <br> <b>UTM 10 </b> 0.99989236 x 0.99997751 = 0.99986988 <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> APPLEGATE AZ MK </td><td>223° 04' 45.2"</td></tr><tr><td>UTM 10 </td><td> APPLEGATE AZ MK </td><td>222° 27' 02.1"</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>KS1479</td><td>SACRAMENTO RENO AIRWAY BCN 11B </td><td>APPROX.11.1 KM</td><td>009° 27' 24.3"</td></tr><tr><td>KS0328</td><td>APPLEGATE RM 1 </td><td> 14.012 METERS</td><td>018° 38' </td></tr><tr><td>DB6178</td><td>APPLEGATE AZ MK </td><td> </td><td>223° 43' 25.2"</td></tr><tr><td>JS4077</td><td>SACRAMENTO RENO AIRWAY BCN 11A </td><td>APPROX. 6.9 KM</td><td>257° 49' 15.9"</td></tr><tr><td>KS0329</td><td>APPLEGATE RM 2 </td><td> 6.423 METERS</td><td>276° 56' </td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> <b> NAD 83(1986)</b> 39 00 22.83518(N) 120 58 40.25616(W) AD(1984.00) 1 <br> <b> NAD 27 </b> 39 00 23.19900(N) 120 58 36.46600(W) AD( ) 1 <br> NGVD 29 (??/??/??) 712.360 (m) 2337.13 (f) ADJUSTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ7509319426(NAD 83) <br>MARKER: DS = TRIANGULATION STATION DISK <br>SETTING: 66 = SET IN ROCK OUTCROP <br>SP_SET: OUTCROP <br>STAMPING: APPLEGATE 1940 <br>MARK LOGO: CGS <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 13, 2004 <br> </table> <p> <h2>History</h2><table border=1><tr><td>Date </td><td>Condition </td><td>Report By</td></tr><tr><td>1940 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1947 </td><td>GOOD </td><td>CGS</td></tr><tr><td>1949 </td><td>SEE DESCRIPTION </td><td>CGS</td></tr><tr><td>20040313</td><td>GOOD </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (JCS) LOCATED ABOUT 9.0 MILES NORTHEAST OF AUBURN AND 1.0 MILE NORTHEAST OF APPLEGATE ON HIGHEST POINT OF PROMINENT ROUND-TOP HILL, NO LARGE TIMBER ON HILL BUT COVERED WITH MANZANITA BRUSH. <p>TO REACH FROM AUBURN GO NORTHEAST ON U.S. HIGHWAY 40 TO APPLEGATE STORE, CONTINUE ON U.S. HIGHWAY 40 FOR 1.1 MILES (0.85 MILE BEYOND UNDERPASS), TURN RIGHT ON DIRT ROAD, UPGRADE, 0.15 MILE TO HOUSE ON LEFT. TURN RIGHT THROUGH TIMBER ABOUT 0.1 MILE TO FOOT OF STEEP SLOPE AND END OF TRUCK TRAVEL. PACK SOUTH UP STEEP SLOPE ABOUT 200 YARDS TO STATION. <p>STATION AND REFERENCE MARKS ARE IN BARE ROCK AND EASILY LOCATED. <p>AZIMUTH MARK IS 0.6 MILE SOUTHWEST ON THE SOUTH SIDE OF U.S. HIGHWAY 40 IN THE CONCRETE STEP OF THE CONCRETE PORCH OF LUNDYS STORE. <p>AIRWAY BEACON 11-A IS ABOUT 4.7 MILES WEST-SOUTHWEST ON RIDGE, VISIBLE FROM GROUND. AIRWAY BEACON 11-B IS ABOUT 7.3 MILES NORTH-NORTHEAST ON RIDGE, VISIBLE FROM GROUND. <p>SURFACE AND REFERENCE MARKS ARE SET AS DESCRIBED IN NOTES 2 AND 12A RESPECTIVELY. NO UNDERGROUND MARK IS PRESENT. <p>HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS. <p> <h2>STATION RECOVERY (1947) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 1.5 MI SE FROM APPLEGATE. ABOUT 1.1 MILE EAST ALONG U.S. HIGHWAY NO. 40 FROM THE POST OFFICE AT APPLEGATE, THENCE 0.1 MILE SOUTH ALONG A PRIVATE DRIVEWAY, THENCE 0.3 MILE WEST CROSS COUNTRY TO THE TOP OF A HILL, SET IN THE TOP OF A ROCK OUTCROP WHICH PROJECTS ABOUT 2 FEET ABOVE THE GROUND AND IS THE HIGHEST POINT ON THE HILL. <p> <h2>STATION RECOVERY (1949) </h2> <p>RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (WRH) THE STATION WAS RECOVERED AS DESCRIBED. ALL THE MARKS WERE IN GOOD CONDITION. A COMPLETE DESCRIPTION FOLLOWS. <p>THE STATION IS LOCATED ON THE HIGHEST POINT OF A PROMINENT BRUSH COVERED HILL. IT IS ABOUT 9 MILES AIRLINE NORTHEAST OF AUBURN, ABOUT 7 MILES AIRLINE SOUTH OF COLFAX AND ABOUT 1.0 MILE AIRLINE NORTHEAST OF APPLEGATE STORE. <p>THE STATION IS IN AN OPEN SPOT IN THE HEAVY BRUSH AND IS ON THE HIGHEST POINT OF THE HILL. IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS 1 FOOT ABOVE THE GROUND. THE DISK IS STAMPED--APPLEGATE 1940. <p>REFERENCE MARK NUMBER ONE IS ABOUT 2-1/2 FEET LOWER THAN THE STATION. IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS 3 INCHES ABOVE THE GROUND. THE DISK IS STAMPED--APPLEGATE NO 1 1940. <p>REFERENCE MARK NUMBER TWO IS ABOUT 2 FEET LOWER THAN THE STATION. IT IS A STANDARD DISK SET IN A DRILL HOLE IN BEDROCK THAT PROJECTS 10 INCHES ABOVE THE GROUND. THE DISK IS STAMPED--APPLEGATE NO 2 1940. <p>THE AZIMUTH MARK IS ALONG THE SOUTH SIDE OF U.S. HIGHWAY 40. IT IS 80 YARDS SOUTHEAST OF A RAILROAD OVERPASS THAT IS 0.3 MILE EAST OF THE APPLEGATE STORE. IT IS A STANDARD DISK SET IN A DRILL HOLE IN THE NORTHEAST CORNER OF THE CONCRETE PORCH OF THE HAPPY DAY LODGE. IT IS ABOUT 1 FOOT ABOVE THE GROUND. THE DISK IS STAMPED--APPLEGATE 1940. <p>TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN THE APPLEGATE STORE GO EAST ON U.S. HIGHWAY 40 FOR 0.35 MILE TO THE HAPPY DAY LODGE ON THE RIGHT AND THE MARK IS IN THE NORTHEAST CORNER OF THE FRONT PORCH OF THE LODGE AS DESCRIBED. <p>TO REACH THE STATION FROM THE POST OFFICE IN THE APPLEGATE STORE GO EAST ON U.S. HIGHWAY 40 FOR 1.1 MILE TO A DIRT ROAD TO THE RIGHT. TURN RIGHT AND GO 0.2 MILE TO A TRAIL THROUGH THE BRUSH TO THE RIGHT. FROM THIS POINT PACK SOUTH-SOUTHWEST ON THE TRAIL TO THE SUMMIT OF THE HILL AND THE STATION AS DESCRIBED. NOTE--THE PACK WILL REQUIRE ABOUT 5 MINUTES. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) RECOVERED IN GOOD CONDITION. KS0330APPLEGATE AZ MKhttp://www.geocaching.com/mark/details.asp?PID=KS0330APPLEGATE AZ MKGeocacheGeocacheAPPLEGATE AZ MKCGSCGS Unknown CacheRegular11United StatesCaliforniaNGS Datasheet <h1>APPLEGATE AZ MK</h1> <b> PID </b> KS0330 <br> <b> STATE/COUNTY</b> CA/PLACER <br> <b> USGS QUAD </b> COLFAX (1973) <br> <p> <h2>Current Survey Control</h2> <hr> <b> NAD 83(1986)</b> 39 00 00. (N) 120 59 08. (W) SCALED <br> <b> NAVD 88 </b> 590.029 (meters) 1935.79 (feet) ADJUSTED <br> <hr> <b> GEOID HEIGHT</b> -27.10 (meters) GEOID03 <br> <b> DYNAMIC HT </b> 589.611 (meters) 1934.42 (feet) COMP <br> <b> MODELED GRAV</b> 979,900.3 (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> 648,500. </td><td> 2,087,870. </td><td> MT</td><td> (+/- 180 meters Scaled)</td></tr> </table> <p> <h2>Superseded Survey Control</h2>
<p> NGVD 29 (??/??/??) 589.248 (m) 1933.22 (f) ADJUSTED 1 2 <br>
<p>Superseded values are not recommended for survey control. NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. See file dsdata.txt to determine how the superseded data were derived. <p> <h2>Marker Information</h2>U.S. NATIONAL GRID SPATIAL ADDRESS: 10SFJ744187(NAD 83) <br>MARKER: DZ = AZIMUTH MARK DISK <br>SETTING: 36 = SET IN A MASSIVE STRUCTURE <br>SP_SET: BUILDING <br>STAMPING: APPLEGATE 1940 <br>MARK LOGO: CGS <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>1940 </td><td>MONUMENTED </td><td>CGS</td></tr><tr><td>1947 </td><td>GOOD </td><td>CGS</td></tr><tr><td>20040313</td><td>MARK NOT FOUND </td><td>CADT</td></tr> </table> <p> <h2>STATION DESCRIPTION </h2> <p>DESCRIBED BY COAST AND GEODETIC SURVEY 1947 0.4 MI E FROM APPLEGATE. ABOUT 0.4 MILE EAST ALONG U.S. HIGHWAY NO. 40 FROM THE POST OFFICE AT APPLEGATE, ABOUT 150 FEET SOUTHEAST OF A RAILROAD OVERPASS, AT THE MAIN ENTRANCE TO THE HAPPY DAY LODGE, ABOUT 95 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY NO. 40, SET ON TOP AND AT THE EAST END OF THE BOTTOM CONCRETE STEP AT THE ENTRANCE TO THE LODGE, 0.8 FOOT WEST OF THE EAST END OF THE STEP. <p> <h2>STATION RECOVERY (2004) </h2> <p>RECOVERY NOTE BY CALTRANS 2004 (DWM) MARK NOT FOUND. KS0328APPLEGATE RM 1http://www.geocaching.com/mark/details.asp?PID=KS0328APPLEGATE RM 1GeocacheGeocacheAPPLEGATE RM 1CGSUnknown CacheRegular11United States