1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 OC2698 *********************************************************************** OC2698 DESIGNATION - BRACK OC2698 PID - OC2698 OC2698 STATE/COUNTY- ME/YORK OC2698 USGS QUAD - LIMINGTON (1983) OC2698 OC2698 *CURRENT SURVEY CONTROL OC2698 ___________________________________________________________________ OC2698* NAD 83(1996)- 43 43 35.04132(N) 070 42 55.29482(W) ADJUSTED OC2698* NAVD 88 - 130.9 (meters) 429. (feet) VERTCON OC2698 ___________________________________________________________________ OC2698 LAPLACE CORR- 1.43 (seconds) DEFLEC99 OC2698 GEOID HEIGHT- -26.88 (meters) GEOID03 OC2698 OC2698 HORZ ORDER - SECOND OC2698 OC2698.The horizontal coordinates were established by classical geodetic methods OC2698.and adjusted by the National Geodetic Survey in March 1998. OC2698 OC2698.The NAVD 88 height was computed by applying the VERTCON shift value to OC2698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) OC2698 OC2698.The Laplace correction was computed from DEFLEC99 derived deflections. OC2698 OC2698.The geoid height was determined by GEOID03. OC2698 OC2698; North East Units Scale Factor Converg. OC2698;SPC ME W - 99,361.147 855,791.136 MT 0.99999070 -0 22 45.4 OC2698;UTM 19 - 4,842,915.216 361,841.205 MT 0.99983478 -1 11 09.1 OC2698 OC2698! - Elev Factor x Scale Factor = Combined Factor OC2698!SPC ME W - 0.99998369 x 0.99999070 = 0.99997439 OC2698!UTM 19 - 0.99998369 x 0.99983478 = 0.99981847 OC2698 OC2698: Primary Azimuth Mark Grid Az OC2698:SPC ME W - MALOY 157 45 56.4 OC2698:UTM 19 - MALOY 158 34 20.1 OC2698 OC2698|---------------------------------------------------------------------| OC2698| PID Reference Object Distance Geod. Az | OC2698| dddmmss.s | OC2698| OC2697 BRACK RM 1 15.124 METERS 00008 | OC2698| OC2696 BRACK AZ MK 166.109 METERS 00710 | OC2698| OC2695 BRACK AZ MK A PT 179.716 METERS 01154 | OC2698| CE7253 BRACK RM 2 18.929 METERS 09449 | OC2698| OC2694 MALOY APPROX. 3.6 KM 1572311.0 | OC2698|---------------------------------------------------------------------| OC2698 OC2698 SUPERSEDED SURVEY CONTROL OC2698 OC2698 NAD 83(1992)- 43 43 35.04014(N) 070 42 55.29621(W) AD( ) 2 OC2698 NAD 83(1986)- 43 43 35.04730(N) 070 42 55.30154(W) AD( ) 2 OC2698 NAD 27 - 43 43 34.76704(N) 070 42 57.08744(W) AD( ) 2 OC2698 NGVD 29 (07/19/86) 131.1 (m) 430. (f) VERT ANG OC2698 OC2698.Superseded values are not recommended for survey control. OC2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OC2698.See file dsdata.txt to determine how the superseded data were derived. OC2698 OC2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6184142915(NAD 83) OC2698_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION OC2698_SETTING: 66 = SET IN ROCK OUTCROP OC2698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR OC2698+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2005 OC2698 OC2698 HISTORY - Date Condition Report By OC2698 HISTORY - 1976 MONUMENTED NGS OC2698 HISTORY - 20050612 GOOD GEOCAC OC2698 OC2698 STATION DESCRIPTION OC2698 OC2698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO) OC2698'THE STATION IS LOCATED ON STATE ROUTE 11 ABOUT 0.50 MILE OC2698'SOUTHWEST OF LIMINGTON, 3 MILES WEST OF THE YORK) OC2698'CUMBERLAND COUNTY LINE, 5 MILES NORTHEAST OF LIMERICK AND OC2698'ON PROPERTY OWNED BY THE STATE OF MAINE. OC2698' OC2698'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 11 AND OC2698'117 IN LIMINGTON, GO SOUTHWEST ON STATE ROUTE 11 FOR 0.45 MILE OC2698'TO THE STATION ON THE RIGHT JUST BEFORE AN APPLE ORCHARD. OC2698'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST OC2698'ON STATE ROUTE 11 FOR 0.15 MILE TO THE AZIMUTH MARK OC2698'ON THE LEFT. OC2698' OC2698'THE STATION MARK, STAMPED---BRACK 1976---, IS A STANDARD DISK OC2698'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK, WHICH OC2698'PROJECTS ABOUT 1 FOOT. OC2698'IT IS 26.0 FEET WEST OF THE CENTERLINE OF THE ROAD, OC2698'62.5 FEET SOUTHWEST OF A POLE NUMBERED 85, 3.3 FEET EAST OC2698'OF A METAL WITNESS POST AND 31.0 FEET SOUTHEAST OF THE END OC2698'OF AN EAST/WEST STONE WALL. OC2698' OC2698'REFERENCE MARK 1, STAMPED---BRACK NO 1 1976---, IS A STANDARD OC2698'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH OC2698'PROJECTS ABOUT 6 INCHES. IT IS 32.5 FEET WEST OF THE CENTERLINE OC2698'OF THE ROAD, 60.5 FEET WEST OF A POLE NUMBERED 85, 4.0 FEET OC2698'EAST OF A METAL WITNESS POST AND 19 FEET NORTHEAST OF THE END OC2698'OF AN EAST/WEST STONE WALL. OC2698' OC2698'REFERENCE MARK 2, STAMPED---BRACK NO 2 1976---, IS A STANDARD OC2698'DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK OC2698'FLUSH WITH THE GROUND SURFACE. IT IS 36.0 FEET EAST OF THE OC2698'CENTERLINE OF THE ROAD, 33.0 FEET SOUTH OF A POLE NUMBERED OC2698'85 AND 3.3 FEET WEST OF A METAL WITNESS POST. OC2698' OC2698'THE AZIMUTH MARK, STAMPED---BRACK AZ MK 1976---, IS A STANDARD OC2698'REFERENCE MARK DISK CEMENTED IN A DRILL HOLE IN OUTCROPPING OC2698'BEDROCK WHICH PROJECTS ABOUT 2 FEET. IT IS 26.5 FEET WEST OF OC2698'THE CENTERLINE OF THE ROAD, 3.6 FEET EAST OF A METAL WITNESS OC2698'POST, 67.5 FEET SOUTHWEST OF A POLE NUMBERED 83 AND 44.0 FEET OC2698'SOUTH-SOUTHEAST OF A POLE NUMBERED 83S. OC2698' OC2698'THE HEIGHT OF LIGHT ABOVE THE STATION MARK WAS 0.90 METERS. OC2698' OC2698'DESCRIBED BY PHILIP H. PARENT JR. OC2698 OC2698 STATION RECOVERY (2005) OC2698 OC2698'RECOVERY NOTE BY GEOCACHING 2005 (JKS) OC2698'RECOVERED THIS STATION IN GOOD CONDITION AT THE DESCRIBED LOCATION. OC2698' OC2698'MAIN DISK, BRACK 1976, IS IN GOOD CONDITION BUT HIDDEN UNDER LIGHT OC2698'EARTH AND HEAVY JUNIPER BUSHES. LIGHT STAMPING. THERE IS NO WITNESS OC2698'POST HERE. OC2698' OC2698'BRACK NO 1 1976, IS IN GOOD CONDITION BUT HIDDEN UNDER LIGHT EARTH AND OC2698'HEAVY JUNIPER BUSHES. THERE IS NO WITNESS POST HERE. OC2698' OC2698'BRACK NO 2 1976, IS IN GOOD CONDITION. HAS LIGHT STAMPING. THERE IS A OC2698'WITNESS POST AT THIS LOCATION. OC2698' OC2698'BRACK AZ MK 1976, WAS NOT RECOVERED. SEE LOG AT OC2696 FOR DETAILS. OC2698'SUBMITTED BY J.K. SNYDER OC2698' OC2698' 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 OC2696 *********************************************************************** OC2696 DESIGNATION - BRACK AZ MK OC2696 PID - OC2696 OC2696 STATE/COUNTY- ME/YORK OC2696 USGS QUAD - LIMINGTON (1983) OC2696 OC2696 *CURRENT SURVEY CONTROL OC2696 ___________________________________________________________________ OC2696* NAD 83(1996)- 43 43 40.38140(N) 070 42 54.36882(W) ADJUSTED OC2696* NAVD 88 - 132.7 (meters) 435. (feet) VERTCON OC2696 ___________________________________________________________________ OC2696 LAPLACE CORR- 1.40 (seconds) DEFLEC99 OC2696 GEOID HEIGHT- -26.89 (meters) GEOID03 OC2696 OC2696 HORZ ORDER - SECOND OC2696 OC2696.The horizontal coordinates were established by classical geodetic methods OC2696.and adjusted by the National Geodetic Survey in March 1998. OC2696 OC2696.The NAVD 88 height was computed by applying the VERTCON shift value to OC2696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) OC2696 OC2696.The Laplace correction was computed from DEFLEC99 derived deflections. OC2696 OC2696.The geoid height was determined by GEOID03. OC2696 OC2696; North East Units Scale Factor Converg. OC2696;SPC ME W - 99,525.816 855,812.951 MT 0.99999067 -0 22 44.8 OC2696;UTM 19 - 4,843,079.536 361,865.333 MT 0.99983470 -1 11 08.6 OC2696 OC2696! - Elev Factor x Scale Factor = Combined Factor OC2696!SPC ME W - 0.99998340 x 0.99999067 = 0.99997407 OC2696!UTM 19 - 0.99998340 x 0.99983470 = 0.99981811 OC2696 OC2696 SUPERSEDED SURVEY CONTROL OC2696 OC2696 NAD 83(1992)- 43 43 40.38022(N) 070 42 54.37021(W) AD( ) 2 OC2696 NAD 83(1986)- 43 43 40.38742(N) 070 42 54.37550(W) AD( ) 2 OC2696 NAD 27 - 43 43 40.10715(N) 070 42 56.16142(W) AD( ) 2 OC2696 NGVD 29 (07/19/86) 132.9 (m) 436. (f) VERT ANG OC2696 OC2696.Superseded values are not recommended for survey control. OC2696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OC2696.See file dsdata.txt to determine how the superseded data were derived. OC2696 OC2696_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ6186543080(NAD 83) OC2696_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION OC2696_SETTING: 66 = SET IN ROCK OUTCROP OC2696 OC2696 HISTORY - Date Condition Report By OC2696 HISTORY - 1976 MONUMENTED NGS OC2696 HISTORY - 20050612 MARK NOT FOUND GEOCAC OC2696 OC2696 STATION DESCRIPTION OC2696 OC2696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO) OC2696'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM OC2696'TRAVERSE STATION BRACK. SEE DESCRIPTION THEREOF. OC2696' OC2696'DESCRIBED BY JERRY E. ELLINGWOOD. OC2696' OC2696'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER. OC2696 OC2696 STATION RECOVERY (2005) OC2696 OC2696'RECOVERY NOTE BY GEOCACHING 2005 (JKS) OC2696'MARK WAS NOT FOUND. IT APPEARS TO HAVE BEEN PULLED FROM ITS HOLE. ALL OC2696'POINTS OF REFERENCE ARE HERE. THE BOULDER IT IS SUPPOSED TO BE IN HAS OC2696'OLD WHITE SURVEYORS PAINT ON THE FRONT AND OLD ORANGE SURVEYORS PAINT OC2696'ON THE TOP. THERE WERE SEVERAL INCHES OF DIRT COVERING THE TOP AND OC2696'WHEN IT WAS DUG OUT A DRILLED HOLE FILLED WITH DIRT IS CLEARLY VISIBLE OC2696'ON THE TOP. I SUSPECT THIS DISK IS GONE. OC2696'SUBMITTED BY J.K. SNYDER 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 OC2253 *********************************************************************** OC2253 DESIGNATION - FALSE 1900 OC2253 PID - OC2253 OC2253 STATE/COUNTY- ME/YORK OC2253 USGS QUAD - KITTERY (1989) OC2253 OC2253 *CURRENT SURVEY CONTROL OC2253 ___________________________________________________________________ OC2253* NAD 83(1996)- 43 04 19.34866(N) 070 41 43.77151(W) ADJUSTED OC2253* NAVD 88 - 2. (meters) 7. (feet) SCALED OC2253 ___________________________________________________________________ OC2253 LAPLACE CORR- 2.40 (seconds) DEFLEC99 OC2253 GEOID HEIGHT- -26.56 (meters) GEOID03 OC2253 OC2253 HORZ ORDER - THIRD OC2253 OC2253.The horizontal coordinates were established by classical geodetic methods OC2253.and adjusted by the National Geodetic Survey in March 1998. OC2253 OC2253.The orthometric height was scaled from a topographic map. OC2253 OC2253.The Laplace correction was computed from DEFLEC99 derived deflections. OC2253 OC2253.The geoid height was determined by GEOID03. OC2253 OC2253; North East Units Scale Factor Converg. OC2253;SPC ME W - 26,653.354 856,930.869 MT 0.99998948 -0 21 40.1 OC2253;UTM 19 - 4,770,209.901 361,963.409 MT 0.99983440 -1 09 29.0 OC2253 OC2253! - Elev Factor x Scale Factor = Combined Factor OC2253!SPC ME W - 1.00000389 x 0.99998948 = 0.99999337 OC2253!UTM 19 - 1.00000389 x 0.99983440 = 0.99983829 OC2253 OC2253: Primary Azimuth Mark Grid Az OC2253:SPC ME W - CHAMPERNOWNE HOTEL CUPOLA 302 10 47.0 OC2253:UTM 19 - CHAMPERNOWNE HOTEL CUPOLA 302 58 35.9 OC2253 OC2253|---------------------------------------------------------------------| OC2253| PID Reference Object Distance Geod. Az | OC2253| dddmmss.s | OC2253| OC2211 POCAHONTAS HOTEL CUPOLA APPROX. 1.0 KM 1392506.7 | OC2253| OC2295 NEW CASTLE CHURCH SPIRE APPROX. 1.7 KM 2665601.1 | OC2253| OC2241 FORT CONSTITUTION FLAGSTAFF APPROX. 1.2 KM 2675536.9 | OC2253| OC2457 PORTSMOUTH CATHOLIC CH SPIRE APPROX. 5.5 KM 2705738.5 | OC2253| OC2467 PORTSMOUTH ST JOHNS CH SPIRE APPROX. 4.9 KM 2782404.2 | OC2253| OC2264 PORTSMOUTH NAV YD DERRICK FLAG APPROX. 3.8 KM 2822831.7 | OC2253| OC2266 PORTSMOUTH NAV YD OFF BLDG FS APPROX. 3.7 KM 2862449.2 | OC2253| OC2290 JAM TOPL SIG APPROX. 2.4 KM 2914210.4 | OC2253| OC2235 CHAMPERNOWNE HOTEL CUPOLA APPROX. 1.6 KM 3014906.9 | OC2253| OC2298 KITTERY PT CONG CHURCH SPIRE APPROX. 1.9 KM 3033120.9 | OC2253| OC2242 APEX APPROX. 1.6 KM 3135817.5 | OC2253| OC2247 PARKFIELD HOTEL CUPOLA APPROX. 1.4 KM 3290050.8 | OC2253|---------------------------------------------------------------------| OC2253 OC2253 SUPERSEDED SURVEY CONTROL OC2253 OC2253 NAD 83(1992)- 43 04 19.34771(N) 070 41 43.77169(W) AD( ) 3 OC2253 NAD 83(1986)- 43 04 19.35087(N) 070 41 43.77552(W) AD( ) 3 OC2253 NAD 27 - 43 04 19.02300(N) 070 41 45.60900(W) AD( ) 3 OC2253 OC2253.Superseded values are not recommended for survey control. OC2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OC2253.See file dsdata.txt to determine how the superseded data were derived. OC2253 OC2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6196370210(NAD 83) OC2253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR OC2253+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005 OC2253 OC2253 HISTORY - Date Condition Report By OC2253 HISTORY - 1900 MONUMENTED CGS OC2253 HISTORY - 1928 SEE DESCRIPTION CGS OC2253 HISTORY - 1953 SEE DESCRIPTION CGS OC2253 HISTORY - 20050607 GOOD GEOCAC OC2253 HISTORY - 20050607 GOOD GEOCAC OC2253 OC2253 STATION DESCRIPTION OC2253 OC2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1900 (WBF) OC2253'STATION IS ON GERRISH ISLAND ON THE FIRST POINT N FROM BILLINGS OC2253'POINT ON THE INSIDE OR NORTHERN SIDE OF THE ISLAND, AND SOME OC2253'300 YARDS S OF THE WHITNEY COTTAGE, ON SOLID ROCK LEDGE. THE OC2253'STATION IS MARKED BY A DRILL HOLE 1 INCH IN DIAMETER AND 1-1/2 OC2253'INCHES DEEP. OC2253 OC2253 STATION RECOVERY (1928) OC2253 OC2253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1928 (GCM) OC2253'STATION RECOVERED IN GOOD CONDITION. CHANGE DESCRIPTION TO OC2253'READ AS FOLLOWS--ON THE SW COAST OF GERRISH ISLAND. ON THE S OC2253'SIDE OF THE FIRST POINT SE OF THE MOST WESTERLY POINT OF THE OC2253'ISLAND AND ABOUT 10 METERS INSHORE FROM THE HIGH-WATER OC2253'LINE. ON AN OUTCROP OF LEDGE ONE OF SEVERAL IN VICINITY. OC2253' OC2253'STATION IS MARKED BY A DRILL HOLE SURROUNDED BY A TRIANGLE CUT OC2253'IN THE ROCK AND COVERED BY A CAIRN. OC2253' OC2253'ABOUT 20 METERS DIRECTLY OFFSHORE IS A LARGE ROCK ABOUT 12 OC2253'FEET HIGH WHICH IS COMPLETELY ISOLATED AT HIGH WATER. THIS OC2253'ROCK HAS A DRILL HOLE NEAR THE TOP. OC2253 OC2253 STATION RECOVERY (1953) OC2253 OC2253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (PT) OC2253'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED BY OC2253'G.C.M. IN 1928 WITH THE FOLLOWING EXCEPTION--THE STATION IS OC2253'18 M. INSHORE FROM THE HIGH WATERLINE. OC2253 OC2253 STATION RECOVERY (2005) OC2253 OC2253'RECOVERY NOTE BY GEOCACHING 2005 (DKA) OC2253'RECOVERED IN GOOD CONDITION. OC2253 OC2253 STATION RECOVERY (2005) OC2253 OC2253'RECOVERY NOTE BY GEOCACHING 2005 (DKA) OC2253'MEASURED FROM THE HIGHWATER MARK 39 FEET USING THE DISCRIPTION AND THE OC2253'12 FOOT HIGH ROCK DIRECTLY OFFSHORE AND FOUND A PILE OF ROCKS THAT OC2253'USED TO BE A CAIRN. A FOOT AWAY I FOUND A DRILLHOLE ABOUT 1 INCH DEEP OC2253'WITH PART OF A TRIANGLE THERE. THE COORDINATES I TOOK ARE N 43.04.19.7 OC2253'W 070.41.44.8. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 OC0457 *********************************************************************** OC0457 DESIGNATION - MOODY PT 153 AZ MK OC0457 PID - OC0457 OC0457 STATE/COUNTY- ME/YORK OC0457 USGS QUAD - WELLS (1979) OC0457 OC0457 *CURRENT SURVEY CONTROL OC0457 ___________________________________________________________________ OC0457* NAD 83(1986)- 43 17 34. (N) 070 34 08. (W) SCALED OC0457* NAVD 88 - 4.392 (meters) 14.41 (feet) ADJUSTED OC0457 ___________________________________________________________________ OC0457 GEOID HEIGHT- -26.42 (meters) GEOID03 OC0457 DYNAMIC HT - 4.391 (meters) 14.41 (feet) COMP OC0457 MODELED GRAV- 980,473.1 (mgal) NAVD 88 OC0457 OC0457 VERT ORDER - SECOND CLASS 0 OC0457 OC0457.The horizontal coordinates were scaled from a topographic map and have OC0457.an estimated accuracy of +/- 6 seconds. OC0457 OC0457.The orthometric height was determined by differential leveling OC0457.and adjusted by the National Geodetic Survey in June 1991. OC0457 OC0457.The geoid height was determined by GEOID03. OC0457 OC0457.The dynamic height is computed by dividing the NAVD 88 OC0457.geopotential number by the normal gravity value computed on the OC0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 OC0457.degrees latitude (g = 980.6199 gals.). OC0457 OC0457.The modeled gravity was interpolated from observed gravity values. OC0457 OC0457; North East Units Estimated Accuracy OC0457;SPC ME W - 51,120. 867,360. MT (+/- 180 meters Scaled) OC0457 OC0457 SUPERSEDED SURVEY CONTROL OC0457 OC0457 NGVD 29 (??/??/92) 4.618 (m) 15.15 (f) ADJ UNCH 2 0 OC0457 OC0457.Superseded values are not recommended for survey control. OC0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OC0457.See file dsdata.txt to determine how the superseded data were derived. OC0457 OC0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH727945(NAD 83) OC0457_MARKER: DZ = AZIMUTH MARK DISK OC0457_SETTING: 30 = SET IN A LIGHT STRUCTURE OC0457_SP_SET: RETAINING WALL OC0457_STAMPING: MOODY PT 153 1943 OC0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY OC0457 OC0457 HISTORY - Date Condition Report By OC0457 HISTORY - 1941 MONUMENTED CGS OC0457 HISTORY - 1943 GOOD CGS OC0457 HISTORY - 1976 MARK NOT FOUND NGS OC0457 OC0457 STATION DESCRIPTION OC0457 OC0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 OC0457'2 MI SE FROM WELLS. OC0457'3.8 MILES SOUTHEAST OF WELLS, YORK COUNTY. THIS BENCH MARK MAY OC0457'BE REACHED FROM THE POST OFFICE BY GOING 2.2 MILES SOUTH ALONG OC0457'U.S. HIGHWAY 1, THENCE 1.1 MILES EAST ALONG LOWER BEACH ROAD, OC0457'AND THENCE 0.45 MILE NORTH ALONG A ROAD. IT IS ON MOODY POINT, OC0457'40 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BROWN SHINGLED OC0457'HOUSE, 40 FEET NORTH OF THE SMALL WAYS WHERE THE FISHING BOATS OC0457'ARE HAULED OUT OF THE WATER, AND IN THE TOP OF THE CONCRETE OC0457'RETAINING WALL ALONG THE SHORE. OC0457 OC0457 STATION RECOVERY (1976) OC0457 OC0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 OC0457'MARK NOT FOUND. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 OC2712 *********************************************************************** OC2712 CBN - This is a Cooperative Base Network Control Station. OC2712 DESIGNATION - PARSON OC2712 PID - OC2712 OC2712 STATE/COUNTY- ME/YORK OC2712 USGS QUAD - LIMERICK (1983) OC2712 OC2712 *CURRENT SURVEY CONTROL OC2712 ___________________________________________________________________ OC2712* NAD 83(1996)- 43 43 54.41842(N) 070 50 28.31783(W) ADJUSTED OC2712* NAVD 88 - 190.8 (meters) 626. (feet) GPS OBS OC2712 ___________________________________________________________________ OC2712 X - 1,514,994.304 (meters) COMP OC2712 Y - -4,360,564.435 (meters) COMP OC2712 Z - 4,386,719.041 (meters) COMP OC2712 LAPLACE CORR- 2.08 (seconds) DEFLEC99 OC2712 ELLIP HEIGHT- 163.77 (meters) (04/26/01) GPS OBS OC2712 GEOID HEIGHT- -27.01 (meters) GEOID03 OC2712 OC2712 HORZ ORDER - A OC2712 ELLP ORDER - FOURTH CLASS I OC2712 OC2712.The horizontal coordinates were established by GPS observations OC2712.and adjusted by the National Geodetic Survey in April 2001. OC2712 OC2712.The orthometric height was determined by GPS observations and a OC2712.high-resolution geoid model. OC2712 OC2712.The X, Y, and Z were computed from the position and the ellipsoidal ht. OC2712 OC2712.The Laplace correction was computed from DEFLEC99 derived deflections. OC2712 OC2712.The ellipsoidal height was determined by GPS observations OC2712.and is referenced to NAD 83. OC2712 OC2712.The geoid height was determined by GEOID03. OC2712 OC2712; North East Units Scale Factor Converg. OC2712;SPC ME W - 100,033.979 845,656.924 MT 1.00000298 -0 27 58.7 OC2712;UTM 19 - 4,843,730.537 351,718.930 MT 0.99987045 -1 16 22.9 OC2712 OC2712! - Elev Factor x Scale Factor = Combined Factor OC2712!SPC ME W - 0.99997432 x 1.00000298 = 0.99997730 OC2712!UTM 19 - 0.99997432 x 0.99987045 = 0.99984477 OC2712 OC2712: Primary Azimuth Mark Grid Az OC2712:SPC ME W - SAWYER 079 01 29.5 OC2712:UTM 19 - SAWYER 079 49 53.7 OC2712 OC2712|---------------------------------------------------------------------| OC2712| PID Reference Object Distance Geod. Az | OC2712| dddmmss.s | OC2712| OC2705 SAWYER APPROX. 7.2 KM 0783330.8 | OC2712| OC2710 PARSON AZ MK 296.204 METERS 12346 | OC2712| OC2711 PARSON RM 1 12.337 METERS 13913 | OC2712| CE8363 PARSON RM 2 15.103 METERS 31003 | OC2712|---------------------------------------------------------------------| OC2712 OC2712 SUPERSEDED SURVEY CONTROL OC2712 OC2712 NAD 83(1996)- 43 43 54.41922(N) 070 50 28.31684(W) AD( ) 2 OC2712 NAD 83(1992)- 43 43 54.41831(N) 070 50 28.31848(W) AD( ) 2 OC2712 NAD 83(1986)- 43 43 54.42599(N) 070 50 28.32388(W) AD( ) 2 OC2712 NAD 27 - 43 43 54.15123(N) 070 50 30.09636(W) AD( ) 2 OC2712 NGVD 29 (07/19/86) 191.1 (m) 627. (f) VERT ANG OC2712 OC2712.Superseded values are not recommended for survey control. OC2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OC2712.See file dsdata.txt to determine how the superseded data were derived. OC2712 OC2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5171943731(NAD 83) OC2712_MARKER: DH = HORIZONTAL CONTROL DISK OC2712_SETTING: 80 = SET IN A BOULDER OC2712_SP_SET: IN A DRILL HOLE IN ROCK LEDGE OC2712_STAMPING: PARSON 1976 OC2712_MARK LOGO: NGS OC2712_MAGNETIC: O = OTHER; SEE DESCRIPTION OC2712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO OC2712+STABILITY: SURFACE MOTION OC2712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OC2712+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2005 OC2712 OC2712 HISTORY - Date Condition Report By OC2712 HISTORY - 1976 MONUMENTED NGS OC2712 HISTORY - 20000724 GOOD MEDT OC2712 HISTORY - 200107 GOOD NGS OC2712 HISTORY - 20050610 GOOD GEOCAC OC2712 OC2712 STATION DESCRIPTION OC2712 OC2712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO) OC2712'THE STATION IS LOCATED ABOUT 0.25 MILE SOUTHEAST OF EAST OC2712'PARSONSFIELD, 5.5 MILES SOUTH-SOUTHWEST OF CORNISH AND 4.0 OC2712'MILES NORTHWEST OF LIMERICK, WITHIN THE HIGHWAY RIGHT-OF OC2712'WAY. OC2712' OC2712'TO REACH THE STATION FROM THE POST OFFICE IN EAST PARSONSFIELD, OC2712'GO SOUTHEAST ON STATE ROUTE 160 FOR 0.25 MILE TO THE CORNISH- OC2712'PARSONSFIELD TOWN LINE AND THE STATION ON THE RIGHT 200 FEET OC2712'BEYOND. OC2712' OC2712'THE STATION MARK, STAMPED---PARSON 1976---, IS A STANDARD OC2712'DISK CEMENTED IN A DRILL HOLE IN AN IMBEDDED BOULDER WHICH OC2712'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT IS 45.0 FEET OC2712'WEST-SOUTHWEST OF THE CENTERLINE OF ROUTE 160, AND 15.5 FEET OC2712'WEST-SOUTHWEST OF A METAL WITNESS POST. OC2712' OC2712'REFERENCE MARK 1, STAMPED---PARSON NO 1 1976---, IS A STANDARD OC2712'DISK CEMENTED IN A DRILL HOLE IN AN IMBEDDED BOULDER WHICH OC2712'PROJECTS ABOUT 2 INCHES ABOVE THE GROUND SURFACE. IT IS OC2712'55.0 FEET WEST-SOUTHWEST OF THE CENTERLINE OF ROUTE 160, 47.0 OC2712'FEET SOUTH OF A METAL WITNESS POST AND 86.0 FEET WEST-NORTHWEST OC2712'OF A POLE NUMBERED 129/4. OC2712' OC2712'REFERENCE MARK 2, STAMPED---PARSON NO 2 1976---, IS A OC2712'STANDARD DISK CEMENTED IN A DRILL HOLE IN AN IMBEDDED OC2712'BOULDER WHICH IS FLUSH WITH THE GROUND SURFACE. IT IS 40.0 OC2712'FEET WEST-SOUTHWEST OF THE CENTERLINE OF ROUTE 160, 50.0 OC2712'FEET NORTHWEST A METAL WITNESS POST AND 45.0 FEET SOUTH OC2712'OF A POLE NUMBERED 130/5. OC2712' OC2712'THE AZIMUTH MARK, STAMPED---PARSON AZ MK 1976---, IS A OC2712'STANDARD REFERENCE MARK DISK CEMENTED IN A DRILL HOLE OC2712'IN THE LOWEST PART OF A LARGE BOULDER ABOUT 6 INCHES OC2712'ABOVE THE GROUND SURFACE. IT IS 4.5 FEET EAST-NORTHEAST OF OC2712'A METAL WITNESS POST, 31.0 FEET WEST-SOUTHWEST OF THE OC2712'TREE LINE OF THE APPLE ORCHARD, 29.0 FEET EAST-NORTHEAST OC2712'OF THE CENTERLINE OF ROUTE 160 AND 65.5 FEET NORTH-NORTHEAST OC2712'OF A POLE NUMBERED 91/1/126. OC2712' OC2712'TO REACH THE AZIMUTH FROM THE STATION, GO SOUTH-SOUTHEAST OC2712'ON ROUTE 160 FOR 0.30 MILE TO THE AZIMUTH MARK ON THE LEFT OC2712'IN A LARGE BOULDER IN FRONT OF AN APPLE ORCHARD. OC2712' OC2712'THE HEIGHT OF THE LIGHT ABOVE THE STATION WAS 1.2 METERS. OC2712' OC2712'DESCRIBED BY PHILIP H. PARENT JR. OC2712 OC2712 STATION RECOVERY (2000) OC2712 OC2712'RECOVERY NOTE BY MAINE DEPARTMENT OF TRANSPORTATION 2000 (TL) OC2712'RECOVERED AS DESCRIBED EXCEPT MILEAGE FROM POST OFFICE IS NOW 0.13 MI OC2712'(0.21 KM). OC2712 OC2712 STATION RECOVERY (2001) OC2712 OC2712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN) OC2712'RECOVERED AS DESCRIBED OC2712' OC2712 OC2712 STATION RECOVERY (2005) OC2712 OC2712'RECOVERY NOTE BY GEOCACHING 2005 (JKS) OC2712'THIS STATION WILL NOT BE HERE MUCH LONGER. HEAVY GRADING AND MANY OC2712'FLAGGED STAKES IN THE AREA INDICATE THAT TRACT HOUSING OR A TRAILER OC2712'PARK IS ABOUT TO HAPPEN AT THIS LOCATION. OC2712' OC2712'THE MAIN MARK, PARSON, WAS RECOVERED AT THE DESCRIBED LOCATION WITH OC2712'HEAVY, DEEP, SCRATCHES BUT IS OTHERWISE LEGIBLE AND FINE. OC2712' OC2712'PARSON RM 1, WAS RECOVERED AT THE DESCRIBED LOCATION IN GOOD OC2712'CONDITION. OC2712' OC2712'PARSON RM 2, WAS RECOVERED AT THE DESCRIBED LOCATION IN GOOD OC2712'CONDITION. OC2712' OC2712'PARSON AZ, WAS RECOVERED AT THE DESCRIBED LOCATION IN GOOD CONDITION. OC2712'SEE LOG AT OC2710 FOR DETAILS. OC2712' OC2712'THERE ARE NO WITNESS POSTS AT ANY OF THESE LOCATIONS. OC2712' OC2712'JOHN K. SNYDER, 10 JUNE 2005 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 OC2710 *********************************************************************** OC2710 DESIGNATION - PARSON AZ MK OC2710 PID - OC2710 OC2710 STATE/COUNTY- ME/YORK OC2710 USGS QUAD - LIMERICK (1983) OC2710 OC2710 *CURRENT SURVEY CONTROL OC2710 ___________________________________________________________________ OC2710* NAD 83(1996)- 43 43 49.08480(N) 070 50 17.31460(W) ADJUSTED OC2710* NAVD 88 - 184.1 (meters) 604. (feet) VERTCON OC2710 ___________________________________________________________________ OC2710 LAPLACE CORR- 2.12 (seconds) DEFLEC99 OC2710 GEOID HEIGHT- -27.01 (meters) GEOID03 OC2710 OC2710 HORZ ORDER - SECOND OC2710 OC2710.The horizontal coordinates were established by classical geodetic methods OC2710.and adjusted by the National Geodetic Survey in March 1998. OC2710 OC2710.The NAVD 88 height was computed by applying the VERTCON shift value to OC2710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) OC2710 OC2710.The Laplace correction was computed from DEFLEC99 derived deflections. OC2710 OC2710.The geoid height was determined by GEOID03. OC2710 OC2710; North East Units Scale Factor Converg. OC2710;SPC ME W - 99,867.373 845,901.831 MT 1.00000265 -0 27 51.0 OC2710;UTM 19 - 4,843,560.522 351,961.434 MT 0.99986956 -1 16 15.1 OC2710 OC2710! - Elev Factor x Scale Factor = Combined Factor OC2710!SPC ME W - 0.99997536 x 1.00000265 = 0.99997801 OC2710!UTM 19 - 0.99997536 x 0.99986956 = 0.99984493 OC2710 OC2710 SUPERSEDED SURVEY CONTROL OC2710 OC2710 NAD 83(1992)- 43 43 49.08389(N) 070 50 17.31624(W) AD( ) 2 OC2710 NAD 83(1986)- 43 43 49.09155(N) 070 50 17.32164(W) AD( ) 2 OC2710 NAD 27 - 43 43 48.81671(N) 070 50 19.09461(W) AD( ) 2 OC2710 NGVD 29 (07/19/86) 184.3 (m) 605. (f) VERT ANG OC2710 OC2710.Superseded values are not recommended for survey control. OC2710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OC2710.See file dsdata.txt to determine how the superseded data were derived. OC2710 OC2710_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCJ5196143561(NAD 83) OC2710_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION OC2710_SETTING: 80 = SET IN A BOULDER OC2710_SP_SET: IN A DRILL HOLE IN ROCK LEDGE OC2710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR OC2710+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2005 OC2710 OC2710 HISTORY - Date Condition Report By OC2710 HISTORY - 1976 MONUMENTED NGS OC2710 HISTORY - 20050610 GOOD GEOCAC OC2710 OC2710 STATION DESCRIPTION OC2710 OC2710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLO) OC2710'THIS STATION WAS ESTABLISHED BY AN EDM MEASUREMENT FROM OC2710'TRAVERSE STATION PARSON. SEE DESCRIPTION THEREOF. OC2710' OC2710'DESCRIBED BY JERRY E. ELLINGWOOD. OC2710' OC2710'THE HEIGHT OF LIGHT ABOVE THE STATION WAS 1.0 METER. OC2710 OC2710 STATION RECOVERY (2005) OC2710 OC2710'RECOVERY NOTE BY GEOCACHING 2005 (JKS) OC2710'THIS MARK, STAMPED PARSON AZ MK 1976, WAS RECOVERED AT THE DESCRIBED OC2710'LOCATION IN GOOD CONDITION. (SEE DESCRIPTION AT OC2712) OC2710' OC2710'THE BOULDER IS CLEARLY VISIBLE FROM THE ROAD. THE MARK IS ON THE BACK OC2710'SIDE ABOUT TWO INCHES BELOW GROUND LEVEL. THERE IS NO WITNESS POST. 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 OC2210 *********************************************************************** OC2210 DESIGNATION - WHITE ISLAND 1842 OC2210 PID - OC2210 OC2210 STATE/COUNTY- ME/YORK OC2210 USGS QUAD - KITTERY (1989) OC2210 OC2210 *CURRENT SURVEY CONTROL OC2210 ___________________________________________________________________ OC2210* NAD 83(1996)- 43 03 35.15304(N) 070 41 18.22828(W) ADJUSTED OC2210* NAVD 88 - 1. (meters) 3. (feet) SCALED OC2210 ___________________________________________________________________ OC2210 LAPLACE CORR- 2.07 (seconds) DEFLEC99 OC2210 GEOID HEIGHT- -26.57 (meters) GEOID03 OC2210 OC2210 HORZ ORDER - THIRD OC2210 OC2210.The horizontal coordinates were established by classical geodetic methods OC2210.and adjusted by the National Geodetic Survey in March 1998. OC2210 OC2210.The orthometric height was scaled from a topographic map. OC2210 OC2210.The Laplace correction was computed from DEFLEC99 derived deflections. OC2210 OC2210.The geoid height was determined by GEOID03. OC2210 OC2210; North East Units Scale Factor Converg. OC2210;SPC ME W - 25,285.925 857,500.256 MT 0.99998888 -0 21 22.4 OC2210;SPC NH - 62,645.836 379,689.333 MT 1.00004476 +0 40 04.7 OC2210;UTM 19 - 4,768,834.900 362,513.638 MT 0.99983254 -1 09 10.6 OC2210 OC2210! - Elev Factor x Scale Factor = Combined Factor OC2210!SPC ME W - 1.00000405 x 0.99998888 = 0.99999293 OC2210!SPC NH - 1.00000405 x 1.00004476 = 1.00004881 OC2210!UTM 19 - 1.00000405 x 0.99983254 = 0.99983659 OC2210 OC2210: Primary Azimuth Mark Grid Az OC2210:SPC ME W - LOCKS POINT FLAGPOLE 214 50 43.6 OC2210:SPC NH - LOCKS POINT FLAGPOLE 213 49 16.5 OC2210:UTM 19 - LOCKS POINT FLAGPOLE 215 38 31.8 OC2210 OC2210|---------------------------------------------------------------------| OC2210| PID Reference Object Distance Geod. Az | OC2210| dddmmss.s | OC2210| OC2211 POCAHONTAS HOTEL CUPOLA APPROX. 0.6 KM 0050332.0 | OC2210| OC2190 SEWARDS SUMMERHOUSE CENTER APPROX. 1.4 KM 0360024.0 | OC2210| OC2163 DUCK ISLAND BEACON APPROX. 9.2 KM 1313448.7 | OC2210| MY4791 APPRDORE HOTEL CUPOLA APPROX. 9.9 KM 1424530.9 | OC2210| MY4797 APPLEDORE WINDMILL APPROX.10.2 KM 1441550.5 | OC2210| MY4804 STAR ISLAND CHURCH SPIRE APPROX.11.1 KM 1464345.6 | OC2210| MY4805 STAR ISLAND HOTEL FLAGSTAFF APPROX.11.0 KM 1464652.7 | OC2210| MY5192 LOCKS POINT FLAGPOLE APPROX. 9.1 KM 2142921.2 | OC2210| OC2269 OCEAN WAVE HOTEL CUPOLA APPROX. 6.4 KM 2165455.0 | OC2210| OC2275 WILLIS SANDS LIFE SAV STA CUP APPROX. 5.5 KM 2204641.1 | OC2210| OC2229 ODIORNES PT EASTMANS HOUSE CUP APPROX. 2.7 KM 2262852.7 | OC2210| OC2282 WENTWORTH HOTEL OLD HIGH CUP APPROX. 3.1 KM 2701216.2 | OC2210| OC2235 CHAMPERNOWNE HOTEL CUPOLA APPROX. 3.0 KM 3183649.1 | OC2210|---------------------------------------------------------------------| OC2210 OC2210 SUPERSEDED SURVEY CONTROL OC2210 OC2210 NAD 83(1992)- 43 03 35.15212(N) 070 41 18.22850(W) AD( ) 3 OC2210 NAD 83(1986)- 43 03 35.15488(N) 070 41 18.23216(W) AD( ) 3 OC2210 NAD 27 - 43 03 34.83100(N) 070 41 20.06600(W) AD( ) 3 OC2210 OC2210.Superseded values are not recommended for survey control. OC2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OC2210.See file dsdata.txt to determine how the superseded data were derived. OC2210 OC2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TCH6251468835(NAD 83) OC2210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OC2210+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2005 OC2210 OC2210 HISTORY - Date Condition Report By OC2210 HISTORY - 1842 MONUMENTED COASUR OC2210 HISTORY - 1898 SEE DESCRIPTION CGS OC2210 HISTORY - 20050607 GOOD GEOCAC OC2210 OC2210 STATION DESCRIPTION OC2210 OC2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1898 OC2210'STATION IS ON SEAWARD SIDE OF LARGE CRACK IN THE ROCK, ON THE OC2210'HIGHEST PART OF THE ISLAND. STATION IS MARKED BY A HOLE OC2210'DRILLED IN SOLID ROCK 1-1/2 INCHES IN DIAMETER AND 4 INCHES DEEP. OC2210 OC2210 STATION RECOVERY (2005) OC2210 OC2210'RECOVERY NOTE BY GEOCACHING 2005 (DKA) OC2210'RECOVERED IN GOOD CONDITION.