1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MZ3036 *********************************************************************** MZ3036 DESIGNATION - 303K AZ MK MZ3036 PID - MZ3036 MZ3036 STATE/COUNTY- MA/WORCESTER MZ3036 USGS QUAD - SOUTHBRIDGE (1979) MZ3036 MZ3036 *CURRENT SURVEY CONTROL MZ3036 ___________________________________________________________________ MZ3036* NAD 83(1996)- 42 13 51.46986(N) 072 01 11.37109(W) ADJUSTED MZ3036* NAVD 88 - 202.6 (meters) 665. (feet) VERTCON MZ3036 ___________________________________________________________________ MZ3036 LAPLACE CORR- -2.68 (seconds) DEFLEC99 MZ3036 GEOID HEIGHT- -28.52 (meters) GEOID03 MZ3036 MZ3036 HORZ ORDER - SECOND MZ3036 MZ3036.The horizontal coordinates were established by classical geodetic methods MZ3036.and adjusted by the National Geodetic Survey in June 1998. MZ3036 MZ3036.The NAVD 88 height was computed by applying the VERTCON shift value to MZ3036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) MZ3036 MZ3036.The Laplace correction was computed from DEFLEC99 derived deflections. MZ3036 MZ3036.The geoid height was determined by GEOID03. MZ3036 MZ3036; North East Units Scale Factor Converg. MZ3036;SPC MA M - 886,853.605 157,089.950 MT 0.99996469 -0 20 57.1 MZ3036;SPC MA M - 2,909,618.87 515,385.94 sFT 0.99996469 -0 20 57.1 MZ3036;UTM 18 - 4,679,721.202 745,927.347 MT 1.00034423 +2 00 14.5 MZ3036;UTM 19 - 4,679,836.467 250,800.347 MT 1.00036417 -2 01 50.6 MZ3036 MZ3036! - Elev Factor x Scale Factor = Combined Factor MZ3036!SPC MA M - 0.99997270 x 0.99996469 = 0.99993739 MZ3036!UTM 18 - 0.99997270 x 1.00034423 = 1.00031692 MZ3036!UTM 19 - 0.99997270 x 1.00036417 = 1.00033686 MZ3036 MZ3036 SUPERSEDED SURVEY CONTROL MZ3036 MZ3036 NAD 83(1992)- 42 13 51.46932(N) 072 01 11.37048(W) AD( ) 2 MZ3036 NAD 83(1986)- 42 13 51.46948(N) 072 01 11.36745(W) AD( ) 2 MZ3036 NGVD 29 (10/06/93) 202.8 (m) 665. (f) VERT ANG MZ3036 MZ3036.Superseded values are not recommended for survey control. MZ3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MZ3036.See file dsdata.txt to determine how the superseded data were derived. MZ3036 MZ3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4592779721(NAD 83) MZ3036_MARKER: Z = SEE DESCRIPTION MZ3036_SETTING: 0 = UNSPECIFIED SETTING MZ3036_MARK LOGO: MAGS MZ3036_MAGNETIC: N = NO MAGNETIC MATERIAL MZ3036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MZ3036_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MZ3036+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004 MZ3036 MZ3036 HISTORY - Date Condition Report By MZ3036 HISTORY - 1973 MONUMENTED MAGS MZ3036 HISTORY - 20041106 GOOD GEOCAC MZ3036 MZ3036 STATION DESCRIPTION MZ3036 MZ3036'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1973 MZ3036'THE STATION IS LOCATED IN THE TOWN OF SPENCER AT THE JUNCTION OF STATE MZ3036'ROUTES 9 AND 49. MZ3036'THE STATION IS A 3/4 INCH BRASS PLUG SET INTO A DRILL HOLE IN LEDGE MZ3036'AND IS 48.8 M (160.1 FT) WEST OF THE CENTERLINE OF ROUTE 49, 42.7 M MZ3036'(140.1 FT) SOUTH OF THE CENTER OF ROUTE 9 AND 15.8 M (51.8 FT) WEST OF MZ3036'UTILITY POLE NUMBER 1-2. MZ3036 MZ3036 STATION RECOVERY (2004) MZ3036 MZ3036'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MZ3036'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MZ3023 *********************************************************************** MZ3023 DESIGNATION - 306 C MZ3023 PID - MZ3023 MZ3023 STATE/COUNTY- MA/WORCESTER MZ3023 USGS QUAD - SOUTHBRIDGE (1979) MZ3023 MZ3023 *CURRENT SURVEY CONTROL MZ3023 ___________________________________________________________________ MZ3023* NAD 83(1996)- 42 08 54.57415(N) 072 02 19.25422(W) ADJUSTED MZ3023* NAVD 88 - 223.18 (+/-2cm) 732.2 (feet) VERTCON MZ3023 ___________________________________________________________________ MZ3023 LAPLACE CORR- -3.47 (seconds) DEFLEC99 MZ3023 GEOID HEIGHT- -28.70 (meters) GEOID03 MZ3023 MZ3023 HORZ ORDER - SECOND MZ3023 VERT ORDER - THIRD ? (See Below) MZ3023 MZ3023.The horizontal coordinates were established by classical geodetic methods MZ3023.and adjusted by the National Geodetic Survey in June 1998. MZ3023 MZ3023.The NAVD 88 height was computed by applying the VERTCON shift value to MZ3023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) MZ3023.The vertical order pertains to the NGVD 29 superseded value. MZ3023 MZ3023.The Laplace correction was computed from DEFLEC99 derived deflections. MZ3023 MZ3023.The geoid height was determined by GEOID03. MZ3023 MZ3023; North East Units Scale Factor Converg. MZ3023;SPC MA M - 877,703.138 155,475.577 MT 0.99996496 -0 21 42.7 MZ3023;SPC MA M - 2,879,597.71 510,089.46 sFT 0.99996496 -0 21 42.7 MZ3023;UTM 18 - 4,670,508.738 744,689.331 MT 1.00033677 +1 59 17.5 MZ3023;UTM 19 - 4,670,733.572 248,917.646 MT 1.00037578 -2 02 24.7 MZ3023 MZ3023! - Elev Factor x Scale Factor = Combined Factor MZ3023!SPC MA M - 0.99996950 x 0.99996496 = 0.99993446 MZ3023!UTM 18 - 0.99996950 x 1.00033677 = 1.00030626 MZ3023!UTM 19 - 0.99996950 x 1.00037578 = 1.00034527 MZ3023 MZ3023 SUPERSEDED SURVEY CONTROL MZ3023 MZ3023 NAD 83(1992)- 42 08 54.57366(N) 072 02 19.25321(W) AD( ) 2 MZ3023 NAD 83(1986)- 42 08 54.57407(N) 072 02 19.25088(W) AD( ) 2 MZ3023 NGVD 29 (10/06/93) 223.38 (m) 732.9 (f) LEVELING 3 MZ3023 MZ3023.Superseded values are not recommended for survey control. MZ3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MZ3023.See file dsdata.txt to determine how the superseded data were derived. MZ3023 MZ3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4468970509(NAD 83) MZ3023_MARKER: DE = TRAVERSE STATION DISK MZ3023_SETTING: 66 = SET IN ROCK OUTCROP MZ3023_SP_SET: IN DRILL HOLE IN ROCK LEDGE MZ3023_STAMPING: 306 C MZ3023_MARK LOGO: MAGS MZ3023_MAGNETIC: N = NO MAGNETIC MATERIAL MZ3023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD MZ3023+STABILITY: POSITION/ELEVATION WELL MZ3023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MZ3023+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2004 MZ3023 MZ3023 HISTORY - Date Condition Report By MZ3023 HISTORY - 1985 MONUMENTED MAGS MZ3023 HISTORY - 20041111 GOOD GEOCAC MZ3023 MZ3023 STATION DESCRIPTION MZ3023 MZ3023'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1985 MZ3023'THE STATION IS LOCATED ABOUT 5.7 KM (3.55 MI) NORTHEAST OF STURBRIDGE, MZ3023'4.3 KM (2.65 MI) WEST OF CHARLTON CITY, ON THE WEST SIDE OF STATE MZ3023'ROUTE 49, ABOUT 6 FEET ABOVE THE LEVEL OF ROADWAY, AT HIGHWAY STATION MZ3023'81+31 AND IS IN THE TOWN OF STURBRIDGE. MZ3023'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 20 AND STATE ROUTE MZ3023'49 ABOUT 2 MILES NORTHEAST OF STURBRIDGE, GO NORTH ON ROUTE 49 FOR MZ3023'ABOUT 2.4 KM (1.50 MI) TO THE STATION ON THE LEFT. MZ3023'THE STATION IS A DISK SET IN A EXPOSED ROCK LEDGE AND IS 41.6 M MZ3023'(136.5 FT) NORTH OF CONCRETE STATION MARKER 80 AND 17.7 M (58.1 FT) MZ3023'WEST OF THE CENTERLINE OF ROUTE 49. MZ3023 MZ3023 STATION RECOVERY (2004) MZ3023 MZ3023'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MZ3023'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MZ3024 *********************************************************************** MZ3024 DESIGNATION - 306 D MZ3024 PID - MZ3024 MZ3024 STATE/COUNTY- MA/WORCESTER MZ3024 USGS QUAD - SOUTHBRIDGE (1979) MZ3024 MZ3024 *CURRENT SURVEY CONTROL MZ3024 ___________________________________________________________________ MZ3024* NAD 83(1996)- 42 09 10.61956(N) 072 02 10.65379(W) ADJUSTED MZ3024* NAVD 88 - 231.1 (meters) 758. (feet) VERTCON MZ3024 ___________________________________________________________________ MZ3024 LAPLACE CORR- -3.43 (seconds) DEFLEC99 MZ3024 GEOID HEIGHT- -28.69 (meters) GEOID03 MZ3024 MZ3024 HORZ ORDER - SECOND MZ3024 MZ3024.The horizontal coordinates were established by classical geodetic methods MZ3024.and adjusted by the National Geodetic Survey in June 1998. MZ3024 MZ3024.The NAVD 88 height was computed by applying the VERTCON shift value to MZ3024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) MZ3024 MZ3024.The Laplace correction was computed from DEFLEC99 derived deflections. MZ3024 MZ3024.The geoid height was determined by GEOID03. MZ3024 MZ3024; North East Units Scale Factor Converg. MZ3024;SPC MA M - 878,196.940 155,676.149 MT 0.99996489 -0 21 36.9 MZ3024;SPC MA M - 2,881,217.79 510,747.50 sFT 0.99996489 -0 21 36.9 MZ3024;UTM 18 - 4,671,010.536 744,869.552 MT 1.00033785 +1 59 23.9 MZ3024;UTM 19 - 4,671,221.487 249,132.684 MT 1.00037445 -2 02 19.5 MZ3024 MZ3024! - Elev Factor x Scale Factor = Combined Factor MZ3024!SPC MA M - 0.99996826 x 0.99996489 = 0.99993315 MZ3024!UTM 18 - 0.99996826 x 1.00033785 = 1.00030610 MZ3024!UTM 19 - 0.99996826 x 1.00037445 = 1.00034269 MZ3024 MZ3024 SUPERSEDED SURVEY CONTROL MZ3024 MZ3024 NAD 83(1992)- 42 09 10.61907(N) 072 02 10.65277(W) AD( ) 2 MZ3024 NAD 83(1986)- 42 09 10.61945(N) 072 02 10.65042(W) AD( ) 2 MZ3024 NGVD 29 (10/06/93) 231.3 (m) 759. (f) VERT ANG MZ3024 MZ3024.Superseded values are not recommended for survey control. MZ3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MZ3024.See file dsdata.txt to determine how the superseded data were derived. MZ3024 MZ3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4487071011(NAD 83) MZ3024_MARKER: DE = TRAVERSE STATION DISK MZ3024_SETTING: 66 = SET IN ROCK OUTCROP MZ3024_SP_SET: IN DRILL HOLE IN ROCK LEDGE MZ3024_STAMPING: 306 D MZ3024_MARK LOGO: MAGS MZ3024_MAGNETIC: N = NO MAGNETIC MATERIAL MZ3024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD MZ3024+STABILITY: POSITION/ELEVATION WELL MZ3024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MZ3024+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004 MZ3024 MZ3024 HISTORY - Date Condition Report By MZ3024 HISTORY - 1985 MONUMENTED MAGS MZ3024 HISTORY - 20041128 GOOD GEOCAC MZ3024 MZ3024 STATION DESCRIPTION MZ3024 MZ3024'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1985 MZ3024'THE STATION IS LOCATED ABOUT 6.2 KM (3.85 MI) NORTHEAST OF STURBRIDGE, MZ3024'4.2 KM (2.60 MI) WEST OF CHARLTON CITY, ON THE EAST SIDE OF STATE MZ3024'ROUTE 49, ABOUT 2 FEET BELOW THE LEVEL OF THE ROAD, AT HIGHWAY STATION MZ3024'98+44 AND IS IN THE TOWN OF STURBRIDGE. MZ3024'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 20 AND STATE ROUTE MZ3024'49 ABOUT 2 MILES NORTHEAST OF STURBRIDGE, GO NORTH ON ROUTE 49 FOR MZ3024'ABOUT 3.0 KM (1.85 MI) TO THE STATION ON THE RIGHT. MZ3024'THE STATION IS A DISK SET IN LEDGE AND IS 20.1 M (65.9 FT) SOUTH OF A MZ3024'8-INCH CHERRY TREE AND 14.7 M (48.2 FT) EAST OF THE CENTERLINE OF MZ3024'ROUTE 49. MZ3024 MZ3024 STATION RECOVERY (2004) MZ3024 MZ3024'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MZ3024'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MZ3026 *********************************************************************** MZ3026 DESIGNATION - 306 F MZ3026 PID - MZ3026 MZ3026 STATE/COUNTY- MA/WORCESTER MZ3026 USGS QUAD - SOUTHBRIDGE (1979) MZ3026 MZ3026 *CURRENT SURVEY CONTROL MZ3026 ___________________________________________________________________ MZ3026* NAD 83(1996)- 42 10 24.89085(N) 072 01 49.37085(W) ADJUSTED MZ3026* NAVD 88 - 249.49 (+/-2cm) 818.5 (feet) VERTCON MZ3026 ___________________________________________________________________ MZ3026 LAPLACE CORR- -3.09 (seconds) DEFLEC99 MZ3026 GEOID HEIGHT- -28.65 (meters) GEOID03 MZ3026 MZ3026 HORZ ORDER - SECOND MZ3026 VERT ORDER - THIRD ? (See Below) MZ3026 MZ3026.The horizontal coordinates were established by classical geodetic methods MZ3026.and adjusted by the National Geodetic Survey in June 1998. MZ3026 MZ3026.The NAVD 88 height was computed by applying the VERTCON shift value to MZ3026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) MZ3026.The vertical order pertains to the NGVD 29 superseded value. MZ3026 MZ3026.The Laplace correction was computed from DEFLEC99 derived deflections. MZ3026 MZ3026.The geoid height was determined by GEOID03. MZ3026 MZ3026; North East Units Scale Factor Converg. MZ3026;SPC MA M - 880,485.368 156,179.004 MT 0.99996466 -0 21 22.6 MZ3026;SPC MA M - 2,888,725.74 512,397.28 sFT 0.99996466 -0 21 22.6 MZ3026;UTM 18 - 4,673,318.527 745,278.279 MT 1.00034032 +1 59 41.0 MZ3026;UTM 19 - 4,673,495.128 249,702.603 MT 1.00037093 -2 02 08.1 MZ3026 MZ3026! - Elev Factor x Scale Factor = Combined Factor MZ3026!SPC MA M - 0.99996537 x 0.99996466 = 0.99993003 MZ3026!UTM 18 - 0.99996537 x 1.00034032 = 1.00030567 MZ3026!UTM 19 - 0.99996537 x 1.00037093 = 1.00033628 MZ3026 MZ3026 SUPERSEDED SURVEY CONTROL MZ3026 MZ3026 NAD 83(1992)- 42 10 24.89033(N) 072 01 49.36992(W) AD( ) 2 MZ3026 NAD 83(1986)- 42 10 24.89068(N) 072 01 49.36741(W) AD( ) 2 MZ3026 NGVD 29 (10/06/93) 249.68 (m) 819.2 (f) LEVELING 3 MZ3026 MZ3026.Superseded values are not recommended for survey control. MZ3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MZ3026.See file dsdata.txt to determine how the superseded data were derived. MZ3026 MZ3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4527873319(NAD 83) MZ3026_MARKER: DE = TRAVERSE STATION DISK MZ3026_SETTING: 66 = SET IN ROCK OUTCROP MZ3026_SP_SET: IN DRILL HOLE IN ROCK LEDGE MZ3026_STAMPING: 306 F MZ3026_MARK LOGO: MAGS MZ3026_MAGNETIC: N = NO MAGNETIC MATERIAL MZ3026_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD MZ3026+STABILITY: POSITION/ELEVATION WELL MZ3026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MZ3026+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2004 MZ3026 MZ3026 HISTORY - Date Condition Report By MZ3026 HISTORY - 1985 MONUMENTED MAGS MZ3026 HISTORY - 20041110 GOOD GEOCAC MZ3026 MZ3026 STATION DESCRIPTION MZ3026 MZ3026'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1985 MZ3026'THE STATION IS LOCATED ABOUT 5.5 KM (3.40 MI) SOUTH OF SOUTH SPENCER, MZ3026'4.4 KM (2.75 MI) WEST OF CHARLTON DEPOT, ON A LEDGE OUTCROP ABOUT 12 MZ3026'FEET ABOVE THE LEVEL OF ROAD, ON THE EAST SIDE OF STATE ROUTE 49, AT MZ3026'HIGHWAY STATION 175+19 AND IS IN THE TOWN OF STURBRIDGE. MZ3026'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 20 AND STATE ROUTE MZ3026'49 ABOUT 2 MILES NORTHEAST OF STURBRIDGE, GO NORTH ON ROUTE 49 FOR MZ3026'ABOUT 5.3 KM (3.30 MI) TO THE STATION ON THE RIGHT. MZ3026'THE STATION IS A DISK SET IN LEDGE AND IS 21.8 M (71.5 FT) EAST OF THE MZ3026'CENTERLINE OF ROUTE 49 AND 16.8 M (55.1 FT) SOUTH OF A 18-INCH OAK MZ3026'TREE. MZ3026 MZ3026 STATION RECOVERY (2004) MZ3026 MZ3026'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MZ3026'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MZ3029 *********************************************************************** MZ3029 DESIGNATION - 306 J MZ3029 PID - MZ3029 MZ3029 STATE/COUNTY- MA/WORCESTER MZ3029 USGS QUAD - SOUTHBRIDGE (1979) MZ3029 MZ3029 *CURRENT SURVEY CONTROL MZ3029 ___________________________________________________________________ MZ3029* NAD 83(1996)- 42 11 21.03170(N) 072 01 57.86406(W) ADJUSTED MZ3029* NAVD 88 - 227.41 (+/-2cm) 746.1 (feet) VERTCON MZ3029 ___________________________________________________________________ MZ3029 LAPLACE CORR- -2.81 (seconds) DEFLEC99 MZ3029 GEOID HEIGHT- -28.61 (meters) GEOID03 MZ3029 MZ3029 HORZ ORDER - SECOND MZ3029 VERT ORDER - THIRD ? (See Below) MZ3029 MZ3029.The horizontal coordinates were established by classical geodetic methods MZ3029.and adjusted by the National Geodetic Survey in June 1998. MZ3029 MZ3029.The NAVD 88 height was computed by applying the VERTCON shift value to MZ3029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) MZ3029.The vertical order pertains to the NGVD 29 superseded value. MZ3029 MZ3029.The Laplace correction was computed from DEFLEC99 derived deflections. MZ3029 MZ3029.The geoid height was determined by GEOID03. MZ3029 MZ3029; North East Units Scale Factor Converg. MZ3029;SPC MA M - 882,218.695 155,994.902 MT 0.99996457 -0 21 28.3 MZ3029;SPC MA M - 2,894,412.50 511,793.27 sFT 0.99996457 -0 21 28.3 MZ3029;UTM 18 - 4,675,043.488 745,023.124 MT 1.00033877 +1 59 37.5 MZ3029;UTM 19 - 4,675,233.813 249,569.331 MT 1.00037175 -2 02 16.0 MZ3029 MZ3029! - Elev Factor x Scale Factor = Combined Factor MZ3029!SPC MA M - 0.99996882 x 0.99996457 = 0.99993339 MZ3029!UTM 18 - 0.99996882 x 1.00033877 = 1.00030758 MZ3029!UTM 19 - 0.99996882 x 1.00037175 = 1.00034056 MZ3029 MZ3029 SUPERSEDED SURVEY CONTROL MZ3029 MZ3029 NAD 83(1992)- 42 11 21.03115(N) 072 01 57.86322(W) AD( ) 2 MZ3029 NAD 83(1986)- 42 11 21.03148(N) 072 01 57.86062(W) AD( ) 2 MZ3029 NGVD 29 (10/06/93) 227.60 (m) 746.7 (f) LEVELING 3 MZ3029 MZ3029.Superseded values are not recommended for survey control. MZ3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MZ3029.See file dsdata.txt to determine how the superseded data were derived. MZ3029 MZ3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4502375043(NAD 83) MZ3029_MARKER: DE = TRAVERSE STATION DISK MZ3029_SETTING: 80 = SET IN A BOULDER MZ3029_SP_SET: IN DRILL HOLE IN A BOULDER MZ3029_STAMPING: 306 J MZ3029_MARK LOGO: MAGS MZ3029_MAGNETIC: N = NO MAGNETIC MATERIAL MZ3029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MZ3029+STABILITY: SURFACE MOTION MZ3029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MZ3029+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2004 MZ3029 MZ3029 HISTORY - Date Condition Report By MZ3029 HISTORY - 1985 MONUMENTED MAGS MZ3029 HISTORY - 20041110 GOOD GEOCAC MZ3029 MZ3029 STATION DESCRIPTION MZ3029 MZ3029'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1985 MZ3029'THE STATION IS LOCATED ABOUT 4.3 KM (2.65 MI) SOUTHEAST OF EAST MZ3029'BROOKFIELD, 3.7 KM (2.30 MI) SOUTH-SOUTHWEST OF SOUTH SPENCER, ON THE MZ3029'WEST SIDE OF STATE ROUTE 49, AT HIGHWAY STATION 54+66 AND IS IN THE MZ3029'TOWN OF EAST BROOKFIELD. MZ3029'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 9 AND 49 IN MZ3029'SPENCER, GO SOUTH ON ROUTE 49 FOR ABOUT 4.7 KM (2.90 MI) TO THE MZ3029'STATION ON THE RIGHT. MZ3029'THE STATION IS A DISK SET IN THE TOP OF A BOULDER AND IS 39.0 M MZ3029'(128.0 FT) NORTHWEST OF THE END OF A CONCRETE DITCH AND 22.9 M MZ3029'(75.1 FT) WEST OF THE CENTERLINE OF ROUTE 49. MZ3029 MZ3029 STATION RECOVERY (2004) MZ3029 MZ3029'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MZ3029'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MZ3033 *********************************************************************** MZ3033 DESIGNATION - 306 N MZ3033 PID - MZ3033 MZ3033 STATE/COUNTY- MA/WORCESTER MZ3033 USGS QUAD - SOUTHBRIDGE (1979) MZ3033 MZ3033 *CURRENT SURVEY CONTROL MZ3033 ___________________________________________________________________ MZ3033* NAD 83(1996)- 42 13 07.42557(N) 072 01 21.73563(W) ADJUSTED MZ3033* NAVD 88 - 212.4 (meters) 697. (feet) VERTCON MZ3033 ___________________________________________________________________ MZ3033 LAPLACE CORR- -2.78 (seconds) DEFLEC99 MZ3033 GEOID HEIGHT- -28.55 (meters) GEOID03 MZ3033 MZ3033 HORZ ORDER - SECOND MZ3033 MZ3033.The horizontal coordinates were established by classical geodetic methods MZ3033.and adjusted by the National Geodetic Survey in June 1998. MZ3033 MZ3033.The NAVD 88 height was computed by applying the VERTCON shift value to MZ3033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) MZ3033 MZ3033.The Laplace correction was computed from DEFLEC99 derived deflections. MZ3033 MZ3033.The geoid height was determined by GEOID03. MZ3033 MZ3033; North East Units Scale Factor Converg. MZ3033;SPC MA M - 885,496.149 156,843.969 MT 0.99996460 -0 21 04.0 MZ3033;SPC MA M - 2,905,165.28 514,578.92 sFT 0.99996460 -0 21 04.0 MZ3033;UTM 18 - 4,678,354.273 745,737.232 MT 1.00034308 +2 00 05.9 MZ3033;UTM 19 - 4,678,486.272 250,514.529 MT 1.00036593 -2 01 55.9 MZ3033 MZ3033! - Elev Factor x Scale Factor = Combined Factor MZ3033!SPC MA M - 0.99997117 x 0.99996460 = 0.99993577 MZ3033!UTM 18 - 0.99997117 x 1.00034308 = 1.00031424 MZ3033!UTM 19 - 0.99997117 x 1.00036593 = 1.00033709 MZ3033 MZ3033 SUPERSEDED SURVEY CONTROL MZ3033 MZ3033 NAD 83(1992)- 42 13 07.42503(N) 072 01 21.73497(W) AD( ) 2 MZ3033 NAD 83(1986)- 42 13 07.42522(N) 072 01 21.73209(W) AD( ) 2 MZ3033 NGVD 29 (10/06/93) 212.5 (m) 697. (f) VERT ANG MZ3033 MZ3033.Superseded values are not recommended for survey control. MZ3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MZ3033.See file dsdata.txt to determine how the superseded data were derived. MZ3033 MZ3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4573778354(NAD 83) MZ3033_MARKER: DE = TRAVERSE STATION DISK MZ3033_SETTING: 0 = UNSPECIFIED SETTING MZ3033_STAMPING: 306 N MZ3033_MARK LOGO: MAGS MZ3033_MAGNETIC: N = NO MAGNETIC MATERIAL MZ3033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MZ3033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MZ3033+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004 MZ3033 MZ3033 HISTORY - Date Condition Report By MZ3033 HISTORY - 1985 MONUMENTED MAGS MZ3033 HISTORY - 20041106 GOOD GEOCAC MZ3033 MZ3033 STATION DESCRIPTION MZ3033 MZ3033'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1985 MZ3033'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) EAST OF EAST BROOKFIELD, MZ3033'0.8 KM (0.50 MI) WEST OF SOUTH SPENCER, ON TOP OF THE SOUTHEAST END MZ3033'POST OF THE STATE ROUTE 49 BRIDGE OVER THE PENN CENTRAL RAILROAD MZ3033'TRACKS AND IS IN THE TOWN OF SPENCER. MZ3033'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 9 AND 49 IN MZ3033'SPENCER, GO SOUTH ON ROUTE 49 FOR ABOUT 1.4 KM (0.85 MI) TO THE MZ3033'STATION ON THE LEFT. MZ3033'THE STATION IS A DISK AND IS 11.6 M (38.1 FT) SOUTH OF THE CENTER OF MZ3033'TWO SETS OF RAILROAD TRACKS AND 7.6 M (24.9 FT) EAST OF THE CENTERLINE MZ3033'OF ROUTE 49. MZ3033 MZ3033 STATION RECOVERY (2004) MZ3033 MZ3033'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MZ3033'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MZ3035 *********************************************************************** MZ3035 DESIGNATION - 306 Q MZ3035 PID - MZ3035 MZ3035 STATE/COUNTY- MA/WORCESTER MZ3035 USGS QUAD - SOUTHBRIDGE (1979) MZ3035 MZ3035 *CURRENT SURVEY CONTROL MZ3035 ___________________________________________________________________ MZ3035* NAD 83(1996)- 42 13 40.01196(N) 072 01 11.75614(W) ADJUSTED MZ3035* NAVD 88 - 194.9 (meters) 639. (feet) VERTCON MZ3035 ___________________________________________________________________ MZ3035 LAPLACE CORR- -2.69 (seconds) DEFLEC99 MZ3035 GEOID HEIGHT- -28.53 (meters) GEOID03 MZ3035 MZ3035 HORZ ORDER - SECOND MZ3035 MZ3035.The horizontal coordinates were established by classical geodetic methods MZ3035.and adjusted by the National Geodetic Survey in June 1998. MZ3035 MZ3035.The NAVD 88 height was computed by applying the VERTCON shift value to MZ3035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) MZ3035 MZ3035.The Laplace correction was computed from DEFLEC99 derived deflections. MZ3035 MZ3035.The geoid height was determined by GEOID03. MZ3035 MZ3035; North East Units Scale Factor Converg. MZ3035;SPC MA M - 886,500.145 157,078.966 MT 0.99996466 -0 20 57.3 MZ3035;SPC MA M - 2,908,459.23 515,349.91 sFT 0.99996466 -0 20 57.3 MZ3035;UTM 18 - 4,679,367.455 745,930.886 MT 1.00034425 +2 00 13.8 MZ3035;UTM 19 - 4,679,483.341 250,778.988 MT 1.00036430 -2 01 50.4 MZ3035 MZ3035! - Elev Factor x Scale Factor = Combined Factor MZ3035!SPC MA M - 0.99997390 x 0.99996466 = 0.99993857 MZ3035!UTM 18 - 0.99997390 x 1.00034425 = 1.00031815 MZ3035!UTM 19 - 0.99997390 x 1.00036430 = 1.00033820 MZ3035 MZ3035 SUPERSEDED SURVEY CONTROL MZ3035 MZ3035 NAD 83(1992)- 42 13 40.01140(N) 072 01 11.75552(W) AD( ) 2 MZ3035 NAD 83(1986)- 42 13 40.01156(N) 072 01 11.75253(W) AD( ) 2 MZ3035 NGVD 29 (10/06/93) 195.1 (m) 640. (f) VERT ANG MZ3035 MZ3035.Superseded values are not recommended for survey control. MZ3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MZ3035.See file dsdata.txt to determine how the superseded data were derived. MZ3035 MZ3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4593179367(NAD 83) MZ3035_MARKER: DE = TRAVERSE STATION DISK MZ3035_SETTING: 0 = UNSPECIFIED SETTING MZ3035_STAMPING: 306 Q MZ3035_MARK LOGO: MAGS MZ3035_MAGNETIC: N = NO MAGNETIC MATERIAL MZ3035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MZ3035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MZ3035+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004 MZ3035 MZ3035 HISTORY - Date Condition Report By MZ3035 HISTORY - 1985 MONUMENTED MAGS MZ3035 HISTORY - 20041106 GOOD GEOCAC MZ3035 MZ3035 STATION DESCRIPTION MZ3035 MZ3035'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1985 MZ3035'THE STATION S LOCATED ABOUT 2.4 KM (1.50 MI) EAST OF EAST BROOKFIELD, MZ3035'1.0 KM (0.60 MI) NORTHWEST OF SOUTH SPENCER, ON TOP OF THE SOUTHEAST MZ3035'END POST OF THE STATE ROUTE 49 BRIDGE OVER THE SEVENMILE RIVER AND IS MZ3035'IN THE TOWN OF SPENCER. MZ3035'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTES 9 AND 49 IN MZ3035'SPENCER, GO SOUTH ON ROUTE 49 FOR ABOUT 0.4 KM (0.25 MI) TO THE MZ3035'STATION ON THE LEFT. MZ3035'THE STATION IS A DISK AND IS 7.6 M (24.9 FT) EAST OF THE CENTERLINE OF MZ3035'ROUTE 49 AND 6.2 M (20.3 FT) NORTH OF CONCRETE STATION MARKER 50. MZ3035 MZ3035 STATION RECOVERY (2004) MZ3035 MZ3035'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MZ3035'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MZ3017 *********************************************************************** MZ3017 DESIGNATION - 409 G MZ3017 PID - MZ3017 MZ3017 STATE/COUNTY- MA/WORCESTER MZ3017 USGS QUAD - SOUTHBRIDGE (1979) MZ3017 MZ3017 *CURRENT SURVEY CONTROL MZ3017 ___________________________________________________________________ MZ3017* NAD 83(1996)- 42 07 40.65796(N) 072 02 59.87031(W) ADJUSTED MZ3017* NAVD 88 - 228.1 (meters) 748. (feet) VERTCON MZ3017 ___________________________________________________________________ MZ3017 LAPLACE CORR- -3.69 (seconds) DEFLEC99 MZ3017 GEOID HEIGHT- -28.74 (meters) GEOID03 MZ3017 MZ3017 HORZ ORDER - SECOND MZ3017 MZ3017.The horizontal coordinates were established by classical geodetic methods MZ3017.and adjusted by the National Geodetic Survey in June 1998. MZ3017 MZ3017.The NAVD 88 height was computed by applying the VERTCON shift value to MZ3017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) MZ3017 MZ3017.The Laplace correction was computed from DEFLEC99 derived deflections. MZ3017 MZ3017.The geoid height was determined by GEOID03. MZ3017 MZ3017; North East Units Scale Factor Converg. MZ3017;SPC MA M - 875,428.573 154,528.358 MT 0.99996535 -0 22 09.9 MZ3017;SPC MA M - 2,872,135.24 506,981.79 sFT 0.99996535 -0 22 09.9 MZ3017;UTM 18 - 4,668,196.399 743,835.845 MT 1.00033164 +1 58 47.4 MZ3017;UTM 19 - 4,668,486.790 247,903.812 MT 1.00038206 -2 02 49.0 MZ3017 MZ3017! - Elev Factor x Scale Factor = Combined Factor MZ3017!SPC MA M - 0.99996873 x 0.99996535 = 0.99993408 MZ3017!UTM 18 - 0.99996873 x 1.00033164 = 1.00030036 MZ3017!UTM 19 - 0.99996873 x 1.00038206 = 1.00035078 MZ3017 MZ3017: Primary Azimuth Mark Grid Az MZ3017:SPC MA M - 409 GA 016 26 47.4 MZ3017:UTM 18 - 409 GA 014 05 50.1 MZ3017:UTM 19 - 409 GA 018 07 26.5 MZ3017 MZ3017|---------------------------------------------------------------------| MZ3017| PID Reference Object Distance Geod. Az | MZ3017| dddmmss.s | MZ3017| MZ3018 409 GA APPROX. 0.6 KM 0160437.5 | MZ3017| MZ3051 4904 33426 | MZ3017|---------------------------------------------------------------------| MZ3017 MZ3017 SUPERSEDED SURVEY CONTROL MZ3017 MZ3017 NAD 83(1992)- 42 07 40.65755(N) 072 02 59.86931(W) AD( ) 2 MZ3017 NAD 83(1986)- 42 07 40.65807(N) 072 02 59.86712(W) AD( ) 2 MZ3017 NGVD 29 (10/06/93) 228.3 (m) 749. (f) VERT ANG MZ3017 MZ3017.Superseded values are not recommended for survey control. MZ3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MZ3017.See file dsdata.txt to determine how the superseded data were derived. MZ3017 MZ3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4383668196(NAD 83) MZ3017_MARKER: DE = TRAVERSE STATION DISK MZ3017_SETTING: 66 = SET IN ROCK OUTCROP MZ3017_SP_SET: IN DRILL HOLE IN ROCK LEDGE MZ3017_STAMPING: 409 G MZ3017_MARK LOGO: MAGS MZ3017_MAGNETIC: N = NO MAGNETIC MATERIAL MZ3017_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD MZ3017+STABILITY: POSITION/ELEVATION WELL MZ3017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MZ3017+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004 MZ3017 MZ3017 HISTORY - Date Condition Report By MZ3017 HISTORY - 1984 MONUMENTED MAGS MZ3017 HISTORY - 20041128 GOOD GEOCAC MZ3017 MZ3017 STATION DESCRIPTION MZ3017 MZ3017'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1984 MZ3017'THE STATION IS LOCATED ABOUT 6.6 KM (4.10 MI) WEST OF CHARLTON, 3.5 KM MZ3017'(2.15 MI) NORTHEAST OF STURBRIDGE, AT US ROUTE 20 HIGHWAY STATION MZ3017'260+50, IN A TRAFFIC ISLAND FORMED BY THE JUNCTION OF US ROUTE 20 AND MZ3017'STATE ROUTE 49 AND IS IN THE TOWN OF STURBRIDGE. MZ3017'TO REACH THE STATION FROM THE JUNCTION OF I-86 AND US ROUTE 20 IN MZ3017'STURBRIDGE, GO NORTHEAST ON ROUTE 20 FOR ABOUT 3.1 KM (1.95 MI) TO THE MZ3017'STATION ON THE LEFT. MZ3017'THE STATION IS A DISK SET IN LEDGE AND IS 16.9 M (55.4 FT) WEST OF THE MZ3017'EDGE OF RAMP FROM ROUTE 49 TO ROUTE 20 EAST, 12.8 M (42.0 FT) NORTH OF MZ3017'THE CENTERLINE OF ROUTE 20 WEST BOUND, 15.0 M (49.2 FT) SOUTH OF THE MZ3017'WEST LEG OF A DOUBLE SIGN BOARD AND 8.3 M (27.2 FT) SOUTHEAST OF THE MZ3017'EDGE OF RAMP FROM ROUTE 49 TO ROUTE 20 WEST. MZ3017 MZ3017 STATION RECOVERY (2004) MZ3017 MZ3017'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MZ3017'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MZ3018 *********************************************************************** MZ3018 DESIGNATION - 409 GA MZ3018 PID - MZ3018 MZ3018 STATE/COUNTY- MA/WORCESTER MZ3018 USGS QUAD - SOUTHBRIDGE (1979) MZ3018 MZ3018 *CURRENT SURVEY CONTROL MZ3018 ___________________________________________________________________ MZ3018* NAD 83(1996)- 42 07 58.18966(N) 072 02 53.08217(W) ADJUSTED MZ3018* NAVD 88 - 238.9 (meters) 784. (feet) VERTCON MZ3018 ___________________________________________________________________ MZ3018 LAPLACE CORR- -3.61 (seconds) DEFLEC99 MZ3018 GEOID HEIGHT- -28.73 (meters) GEOID03 MZ3018 MZ3018 HORZ ORDER - SECOND MZ3018 MZ3018.The horizontal coordinates were established by classical geodetic methods MZ3018.and adjusted by the National Geodetic Survey in June 1998. MZ3018 MZ3018.The NAVD 88 height was computed by applying the VERTCON shift value to MZ3018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) MZ3018 MZ3018.The Laplace correction was computed from DEFLEC99 derived deflections. MZ3018 MZ3018.The geoid height was determined by GEOID03. MZ3018 MZ3018; North East Units Scale Factor Converg. MZ3018;SPC MA M - 875,968.470 154,687.734 MT 0.99996525 -0 22 05.4 MZ3018;SPC MA M - 2,873,906.56 507,504.67 sFT 0.99996525 -0 22 05.4 MZ3018;UTM 18 - 4,668,742.575 743,973.006 MT 1.00033246 +1 58 52.6 MZ3018;UTM 19 - 4,669,022.011 248,078.999 MT 1.00038097 -2 02 45.2 MZ3018 MZ3018! - Elev Factor x Scale Factor = Combined Factor MZ3018!SPC MA M - 0.99996704 x 0.99996525 = 0.99993230 MZ3018!UTM 18 - 0.99996704 x 1.00033246 = 1.00029949 MZ3018!UTM 19 - 0.99996704 x 1.00038097 = 1.00034800 MZ3018 MZ3018 SUPERSEDED SURVEY CONTROL MZ3018 MZ3018 NAD 83(1992)- 42 07 58.18926(N) 072 02 53.08113(W) AD( ) 2 MZ3018 NAD 83(1986)- 42 07 58.18975(N) 072 02 53.07890(W) AD( ) 2 MZ3018 NGVD 29 (10/06/93) 239.1 (m) 784. (f) VERT ANG MZ3018 MZ3018.Superseded values are not recommended for survey control. MZ3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MZ3018.See file dsdata.txt to determine how the superseded data were derived. MZ3018 MZ3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4397368743(NAD 83) MZ3018_MARKER: N = NAIL MZ3018_SETTING: 66 = SET IN ROCK OUTCROP MZ3018_SP_SET: IN DRILL HOLE IN ROCK LEDGE MZ3018_MARK LOGO: MAGS MZ3018_MAGNETIC: N = NO MAGNETIC MATERIAL MZ3018_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD MZ3018+STABILITY: POSITION/ELEVATION WELL MZ3018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MZ3018+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2004 MZ3018 MZ3018 HISTORY - Date Condition Report By MZ3018 HISTORY - 1984 MONUMENTED MAGS MZ3018 HISTORY - 20041128 GOOD GEOCAC MZ3018 MZ3018 STATION DESCRIPTION MZ3018 MZ3018'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1984 MZ3018'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) WEST OF CHARLTON CITY, MZ3018'3.9 KM (2.40 MI) NORTHEAST OF STURBRIDGE, ON THE WEST SIDE OF STATE MZ3018'ROUTE 49 WHERE IT CROSSES OVER THE MASS PIKE AND IS IN THE TOWN OF MZ3018'STURBRIDGE. MZ3018'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 49 AND US ROUTE MZ3018'20, ABOUT 2 MILES NORTHEAST OF STURBRIDGE, GO NORTH ON ROUTE 49 FOR MZ3018'ABOUT 0.6 KM (0.35 MI) TO THE STATION ON THE LEFT. MZ3018'THE STATION IS A BRASS NAIL SET IN LEAD IN A DRILL HOLE IN LEDGE AND MZ3018'IS 16.3 M (53.5 FT) WEST OF THE CENTERLINE OF ROUTE 49, 8.9 M MZ3018'(29.2 FT) WEST OF A STEEL BEAM GUARD RAIL, 8.8 M (28.9 FT) SOUTHWEST MZ3018'OF UTILITY POLE NUMBER 12 AND 7.2 M (23.6 FT) SOUTH OF A CHAIN LINK MZ3018'FENCE. MZ3018 MZ3018 STATION RECOVERY (2004) MZ3018 MZ3018'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MZ3018'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MZ3019 *********************************************************************** MZ3019 DESIGNATION - 4905 MZ3019 PID - MZ3019 MZ3019 STATE/COUNTY- MA/WORCESTER MZ3019 USGS QUAD - SOUTHBRIDGE (1979) MZ3019 MZ3019 *CURRENT SURVEY CONTROL MZ3019 ___________________________________________________________________ MZ3019* NAD 83(1996)- 42 07 59.77476(N) 072 02 50.59712(W) ADJUSTED MZ3019* NAVD 88 - 243.91 (+/-2cm) 800.2 (feet) VERTCON MZ3019 ___________________________________________________________________ MZ3019 LAPLACE CORR- -3.61 (seconds) DEFLEC99 MZ3019 GEOID HEIGHT- -28.73 (meters) GEOID03 MZ3019 MZ3019 HORZ ORDER - SECOND MZ3019 VERT ORDER - THIRD ? (See Below) MZ3019 MZ3019.The horizontal coordinates were established by classical geodetic methods MZ3019.and adjusted by the National Geodetic Survey in June 1998. MZ3019 MZ3019.The NAVD 88 height was computed by applying the VERTCON shift value to MZ3019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) MZ3019.The vertical order pertains to the NGVD 29 superseded value. MZ3019 MZ3019.The Laplace correction was computed from DEFLEC99 derived deflections. MZ3019 MZ3019.The geoid height was determined by GEOID03. MZ3019 MZ3019; North East Units Scale Factor Converg. MZ3019;SPC MA M - 876,017.008 154,745.117 MT 0.99996524 -0 22 03.7 MZ3019;SPC MA M - 2,874,065.80 507,692.94 sFT 0.99996524 -0 22 03.7 MZ3019;UTM 18 - 4,668,793.444 744,028.371 MT 1.00033280 +1 58 54.3 MZ3019;UTM 19 - 4,669,068.868 248,137.803 MT 1.00038061 -2 02 43.6 MZ3019 MZ3019! - Elev Factor x Scale Factor = Combined Factor MZ3019!SPC MA M - 0.99996625 x 0.99996524 = 0.99993149 MZ3019!UTM 18 - 0.99996625 x 1.00033280 = 1.00029904 MZ3019!UTM 19 - 0.99996625 x 1.00038061 = 1.00034685 MZ3019 MZ3019 SUPERSEDED SURVEY CONTROL MZ3019 MZ3019 NAD 83(1992)- 42 07 59.77430(N) 072 02 50.59617(W) AD( ) 2 MZ3019 NAD 83(1986)- 42 07 59.77480(N) 072 02 50.59392(W) AD( ) 2 MZ3019 NGVD 29 (10/06/93) 244.11 (m) 800.9 (f) LEVELING 3 MZ3019 MZ3019.Superseded values are not recommended for survey control. MZ3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MZ3019.See file dsdata.txt to determine how the superseded data were derived. MZ3019 MZ3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM4402868793(NAD 83) MZ3019_MARKER: DB = BENCH MARK DISK MZ3019_SETTING: 66 = SET IN ROCK OUTCROP MZ3019_SP_SET: IN DRILL HOLE IN ROCK LEDGE MZ3019_STAMPING: 4905 MZ3019_MARK LOGO: MAGS MZ3019_MAGNETIC: N = NO MAGNETIC MATERIAL MZ3019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD MZ3019+STABILITY: POSITION/ELEVATION WELL MZ3019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MZ3019+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2004 MZ3019 MZ3019 HISTORY - Date Condition Report By MZ3019 HISTORY - 1985 MONUMENTED MAGS MZ3019 HISTORY - 20041111 GOOD GEOCAC MZ3019 MZ3019 STATION DESCRIPTION MZ3019 MZ3019'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1985 MZ3019'THE STATION IS LOCATED ABOUT 5.2 KM (3.25 MI) WEST OF CHARLTON CITY, MZ3019'3.9 KM (2.40 MI) NORTHEAST OF STURBRIDGE, ON THE EAST SIDE OF STATE MZ3019'ROUTE 49 WHERE IT CROSSES OVER THE MASS PIKE AND IS IN THE TOWN OF MZ3019'STURBRIDGE. MZ3019'TO REACH THE STATION FROM THE JUNCTION OF US ROUTE 20 AND STATE ROUTE MZ3019'49, ABOUT 2 MILES NORTHEAST OF STURBRIDGE, GO NORTH ON ROUTE 49 FOR MZ3019'ABOUT 0.6 KM (0.35 MI) TO THE STATION ON THE RIGHT. MZ3019'THE STATION IS A DISK SET IN A LARGE ROCK LEDGE AND IS 13.3 M MZ3019'(43.6 FT) EAST OF THE CENTERLINE OF ROUTE 49 AND 11.1 M (36.4 FT) MZ3019'NORTHEAST OF A FENCE CORNER POST AND IS ABOUT 10 FEET ABOVE THE LEVEL MZ3019'OF THE ROADWAY. MZ3019 MZ3019 STATION RECOVERY (2004) MZ3019 MZ3019'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MZ3019'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MY2130 *********************************************************************** MY2130 DESIGNATION - A 39 X MY2130 PID - MY2130 MY2130 STATE/COUNTY- MA/WORCESTER MY2130 USGS QUAD - WEBSTER (1979) MY2130 MY2130 *CURRENT SURVEY CONTROL MY2130 ___________________________________________________________________ MY2130* NAD 83(1986)- 42 18 31. (N) 071 56 22. (W) SCALED MY2130* NAVD 88 - 337.880 (meters) 1108.53 (feet) ADJUSTED MY2130 ___________________________________________________________________ MY2130 GEOID HEIGHT- -28.39 (meters) GEOID03 MY2130 DYNAMIC HT - 337.770 (meters) 1108.17 (feet) COMP MY2130 MODELED GRAV- 980,287.4 (mgal) NAVD 88 MY2130 MY2130 VERT ORDER - FIRST CLASS II MY2130 MY2130.The horizontal coordinates were scaled from a topographic map and have MY2130.an estimated accuracy of +/- 6 seconds. MY2130 MY2130.The orthometric height was determined by differential leveling MY2130.and adjusted by the National Geodetic Survey in June 1991. MY2130 MY2130.The geoid height was determined by GEOID03. MY2130 MY2130.The dynamic height is computed by dividing the NAVD 88 MY2130.geopotential number by the normal gravity value computed on the MY2130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MY2130.degrees latitude (g = 980.6199 gals.). MY2130 MY2130.The modeled gravity was interpolated from observed gravity values. MY2130 MY2130; North East Units Estimated Accuracy MY2130;SPC MA M - 895,440. 163,770. MT (+/- 180 meters Scaled) MY2130 MY2130 SUPERSEDED SURVEY CONTROL MY2130 MY2130.No superseded survey control is available for this station. MY2130 MY2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG577882(NAD 83) MY2130_MARKER: DB = BENCH MARK DISK MY2130_SETTING: 66 = SET IN ROCK OUTCROP MY2130_SP_SET: BEDROCK MY2130_STAMPING: A 39 X 1978 MY2130_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD MY2130+STABILITY: POSITION/ELEVATION WELL MY2130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MY2130+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2004 MY2130 MY2130 HISTORY - Date Condition Report By MY2130 HISTORY - 1978 MONUMENTED NGS MY2130 HISTORY - 20041123 GOOD GEOCAC MY2130 MY2130 STATION DESCRIPTION MY2130 MY2130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 MY2130'IN PAXTON. MY2130'0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 31, WEST STREET FROM THE MY2130'JUNCTION OF STATE HIGHWAYS 122, 56, AND 31 IN PAXTON, TO THE MARK ON MY2130'THE LEFT, 80 FEET SOUTHWEST OF POWER POLE NUMBER 27 WITH STREET LIGHT, MY2130'63 FEET SOUTHEAST OF POWER POLE NUMBER 28, 25 FEET SOUTHEAST OF MY2130'CENTER LINE OF HIGHWAY. MY2130 MY2130 STATION RECOVERY (2004) MY2130 MY2130'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MY2130'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MY2131 *********************************************************************** MY2131 DESIGNATION - B 39 X MY2131 PID - MY2131 MY2131 STATE/COUNTY- MA/WORCESTER MY2131 USGS QUAD - WEBSTER (1979) MY2131 MY2131 *CURRENT SURVEY CONTROL MY2131 ___________________________________________________________________ MY2131* NAD 83(1986)- 42 18 42. (N) 071 57 35. (W) SCALED MY2131* NAVD 88 - 281.049 (meters) 922.07 (feet) ADJUSTED MY2131 ___________________________________________________________________ MY2131 GEOID HEIGHT- -28.37 (meters) GEOID03 MY2131 DYNAMIC HT - 280.960 (meters) 921.78 (feet) COMP MY2131 MODELED GRAV- 980,296.0 (mgal) NAVD 88 MY2131 MY2131 VERT ORDER - FIRST CLASS II MY2131 MY2131.The horizontal coordinates were scaled from a topographic map and have MY2131.an estimated accuracy of +/- 6 seconds. MY2131 MY2131.The orthometric height was determined by differential leveling MY2131.and adjusted by the National Geodetic Survey in June 1991. MY2131 MY2131.The geoid height was determined by GEOID03. MY2131 MY2131.The dynamic height is computed by dividing the NAVD 88 MY2131.geopotential number by the normal gravity value computed on the MY2131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MY2131.degrees latitude (g = 980.6199 gals.). MY2131 MY2131.The modeled gravity was interpolated from observed gravity values. MY2131 MY2131; North East Units Estimated Accuracy MY2131;SPC MA M - 895,790. 162,100. MT (+/- 180 meters Scaled) MY2131 MY2131 SUPERSEDED SURVEY CONTROL MY2131 MY2131.No superseded survey control is available for this station. MY2131 MY2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG560886(NAD 83) MY2131_MARKER: DB = BENCH MARK DISK MY2131_SETTING: 36 = SET IN A MASSIVE STRUCTURE MY2131_SP_SET: BRIDGE MY2131_STAMPING: B 39 X 1978 MY2131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MY2131_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MY2131+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2004 MY2131 MY2131 HISTORY - Date Condition Report By MY2131 HISTORY - 1978 MONUMENTED NGS MY2131 HISTORY - 20041123 GOOD GEOCAC MY2131 MY2131 STATION DESCRIPTION MY2131 MY2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 MY2131'1.85 MI SW FROM PAXTON. MY2131'1.65 MILES SOUTHWEST ALONG STATE HIGHWAY 31 THENCE 0.2 MILE NORTHWEST MY2131'ALONG A PAVED ROAD FROM THE JUNCTION OF STATE HIGHWAYS 122, 56, AND MY2131'31 IN PAXTON TO THE MARK ON THE LEFT, SET IN THE SOUTHWEST CORNER OF MY2131'A BRIDGE, 79 FEET SOUTHWEST OF POWER POLE NUMBER 78, 47 FEET NORTHWEST MY2131'OF A POWER POLE WITH NO NUMBER, 14 FEET WEST OF THE CENTER LINE MY2131'OF ROAD. MY2131 MY2131 STATION RECOVERY (2004) MY2131 MY2131'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MY2131'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MZ1542 *********************************************************************** MZ1542 DESIGNATION - BREEZELAND MZ1542 PID - MZ1542 MZ1542 STATE/COUNTY- MA/WORCESTER MZ1542 USGS QUAD - WALES (1979) MZ1542 MZ1542 *CURRENT SURVEY CONTROL MZ1542 ___________________________________________________________________ MZ1542* NAD 83(1996)- 42 10 45.83267(N) 072 09 37.82894(W) ADJUSTED MZ1542* NAVD 88 - 336. (meters) 1102. (feet) SCALED MZ1542 ___________________________________________________________________ MZ1542 LAPLACE CORR- -2.47 (seconds) DEFLEC99 MZ1542 GEOID HEIGHT- -28.43 (meters) GEOID03 MZ1542 MZ1542 HORZ ORDER - SECOND MZ1542 MZ1542.The horizontal coordinates were established by classical geodetic methods MZ1542.and adjusted by the National Geodetic Survey in June 1998. MZ1542 MZ1542.The orthometric height was scaled from a topographic map. MZ1542 MZ1542.The Laplace correction was computed from DEFLEC99 derived deflections. MZ1542 MZ1542.The geoid height was determined by GEOID03. MZ1542 MZ1542; North East Units Scale Factor Converg. MZ1542;SPC MA M - 881,206.532 145,432.858 MT 0.99996462 -0 26 37.3 MZ1542;SPC MA M - 2,891,091.76 477,140.97 sFT 0.99996462 -0 26 37.3 MZ1542;UTM 18 - 4,673,598.347 734,507.896 MT 1.00027672 +1 54 26.8 MZ1542 MZ1542! - Elev Factor x Scale Factor = Combined Factor MZ1542!SPC MA M - 0.99995179 x 0.99996462 = 0.99991641 MZ1542!UTM 18 - 0.99995179 x 1.00027672 = 1.00022850 MZ1542 MZ1542: Primary Azimuth Mark Grid Az MZ1542:SPC MA M - WARREN AIRWAY BEACON 263 05 36.0 MZ1542:UTM 18 - WARREN AIRWAY BEACON 260 44 31.9 MZ1542 MZ1542|---------------------------------------------------------------------| MZ1542| PID Reference Object Distance Geod. Az | MZ1542| dddmmss.s | MZ1542| MZ1546 WARREN AIRWAY BEACON APPROX. 4.2 KM 2623858.7 | MZ1542|---------------------------------------------------------------------| MZ1542 MZ1542 SUPERSEDED SURVEY CONTROL MZ1542 MZ1542 NAD 83(1992)- 42 10 45.83204(N) 072 09 37.82898(W) AD( ) 2 MZ1542 NAD 83(1986)- 42 10 45.83318(N) 072 09 37.82787(W) AD( ) 2 MZ1542 NAD 27 - 42 10 45.49500(N) 072 09 39.54900(W) AD( ) 2 MZ1542 MZ1542.Superseded values are not recommended for survey control. MZ1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MZ1542.See file dsdata.txt to determine how the superseded data were derived. MZ1542 MZ1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM3450873598(NAD 83) MZ1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MZ1542+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2004 MZ1542 MZ1542 HISTORY - Date Condition Report By MZ1542 HISTORY - 1908 MONUMENTED CGS MZ1542 HISTORY - 1938 SEE DESCRIPTION MAGS MZ1542 HISTORY - 20041114 GOOD GEOCAC MZ1542 MZ1542 STATION DESCRIPTION MZ1542 MZ1542'DESCRIBED BY MASSACHUSETTS GEODETIC SURVEY 1938 MZ1542'STATION IS LOCATED ABOUT 2-1/2 MILES SE OF WARREN ON E SIDE OF MZ1542'SOUTHBRIDGE ROAD, ON SUMMIT OF SMALL PROMINENT KNOLL ON HIGH MZ1542'RIDGE LYING BETWEEN SESSIONS BROOK AND BAKERS POND, 175 FEET N MZ1542'OF A PROMINENT LONE OAK TREE, 250 FEET E OF CENTER OF ROAD, 1250 MZ1542'FEET NW OF BARN AT BREEZELAND FARMS, 2500 FEET SE OF G. EARLES MZ1542'HOUSE ON NE CORNER OF ROAD INTERSECTION AND 5 FEET NW OF A MZ1542'SUMMER HOUSE. MZ1542' MZ1542'IT IS AN OCCUPIED FIRST-ORDER STATION MARKED BY A STATE SURVEY MZ1542'STANDARD DISK STAMPED BREEZELAND, 1908-1938 SET IN OLD DRILL MZ1542'HOLE IN OUTCROP OF LEDGE, SHOWING ABOUT 2-1/2 BY 2 FEET MARKING MZ1542'FORMER MASSACHUSETTS STATE SURVEY STATION BREEZELAND, 1908. MZ1542' MZ1542'REFERENCE MARKS ARE THREE REFERENCE MARKS LOCATED FROM STATION MZ1542'AS FOLLOWS-- MZ1542' MZ1542'REFERENCE MARK NO.1, 17.72 FEET E. MZ1542' MZ1542'REFERENCE MARK NO.2, 12.05 FEET NW. MZ1542' MZ1542'REFERENCE MARK NO.3, 32.71 FEET NE. MZ1542' MZ1542'DISTANCES BETWEEN REFERENCE MARKS-- MZ1542' MZ1542'REFERENCE MARK NO.1 TO REFERENCE MARK NO.2, 24.17 FEET. MZ1542' MZ1542'REFERENCE MARK NO.1 TO REFERENCE MARK NO.3, 50.41 FEET. MZ1542' MZ1542'REFERENCE MARK NO.2 TO REFERENCE MARK NO.3, 32.31 FEET. MZ1542' MZ1542'AZIMUTH MARK, WARREN AIRWAY BEACON, 1938 IS IN GEODETIC MZ1542'AZIMUTH 82 DEG 38 MIN 59.9 SEC. MZ1542 MZ1542 STATION RECOVERY (2004) MZ1542 MZ1542'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MZ1542'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MY0742 *********************************************************************** MY0742 DESIGNATION - D 29 MY0742 PID - MY0742 MY0742 STATE/COUNTY- MA/WORCESTER MY0742 USGS QUAD - OXFORD (1979) MY0742 MY0742 *CURRENT SURVEY CONTROL MY0742 ___________________________________________________________________ MY0742* NAD 83(1986)- 42 16 26. (N) 071 51 17. (W) SCALED MY0742* NAVD 88 - 202.625 (meters) 664.78 (feet) ADJUSTED MY0742 ___________________________________________________________________ MY0742 GEOID HEIGHT- -28.59 (meters) GEOID03 MY0742 DYNAMIC HT - 202.560 (meters) 664.57 (feet) COMP MY0742 MODELED GRAV- 980,294.4 (mgal) NAVD 88 MY0742 MY0742 VERT ORDER - SECOND CLASS 0 MY0742 MY0742.This mark is at Worcester Municipal Airport (ORH) MY0742 MY0742.The horizontal coordinates were scaled from a topographic map and have MY0742.an estimated accuracy of +/- 6 seconds. MY0742 MY0742.The orthometric height was determined by differential leveling MY0742.and adjusted by the National Geodetic Survey in June 1991. MY0742 MY0742.The geoid height was determined by GEOID03. MY0742 MY0742.The dynamic height is computed by dividing the NAVD 88 MY0742.geopotential number by the normal gravity value computed on the MY0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MY0742.degrees latitude (g = 980.6199 gals.). MY0742 MY0742.The modeled gravity was interpolated from observed gravity values. MY0742 MY0742; North East Units Estimated Accuracy MY0742;SPC MA M - 891,550. 170,740. MT (+/- 180 meters Scaled) MY0742 MY0742 SUPERSEDED SURVEY CONTROL MY0742 MY0742 NGVD 29 (??/??/92) 202.816 (m) 665.41 (f) ADJ UNCH 2 0 MY0742 MY0742.Superseded values are not recommended for survey control. MY0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MY0742.See file dsdata.txt to determine how the superseded data were derived. MY0742 MY0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG645841(NAD 83) MY0742_MARKER: DB = BENCH MARK DISK MY0742_SETTING: 30 = SET IN A LIGHT STRUCTURE MY0742_SP_SET: CULVERT MY0742_STAMPING: D 29 1962 MY0742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY MY0742 MY0742 HISTORY - Date Condition Report By MY0742 HISTORY - 1962 MONUMENTED CGS MY0742 HISTORY - 1978 POOR NGS MY0742 HISTORY - 20041126 MARK NOT FOUND GEOCAC MY0742 MY0742 STATION DESCRIPTION MY0742 MY0742'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 MY0742'IN WORCESTER. MY0742'FROM THE TERMINAL BUILDING AT THE WORCESTER MUNICIPAL AIRPORT, MY0742'GO 0.9 MILE SOUTHEASTERLY ON AIRPORT ROAD TO A REVERSE Y AND A MY0742'LARGE CONCRETE CULVERT. THE BENCH MARK IS AT THE REVERSE MY0742'Y, AND 27 FT. NORTH OF THE CENTER OF AIRPORT ROAD. THE DISK IS MY0742'CEMENTED IN A DRILL HOLE IN TOP OF THE CENTER OF THE NORTH MY0742'CONCRETE HEADWALL FOR A LARGE CULVERT UNDER AIRPORT ROAD, AND MY0742'IS ABOUT 2 FT. ABOVE THE LEVEL OF THE ROAD. MY0742 MY0742 STATION RECOVERY (1978) MY0742 MY0742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 MY0742'THE CONCRETE HEADWALL THE DISK IS SET IN IS IN VERY BAD CONDITION A MY0742'RESET MARK WAS SET ABOUT 60 FEET TO THE NORTH THIS MARK WAS LEFT IN MY0742'PLACE AT THIS TIME SEE DESCRIPTION FOR D 29 RESET 1978. MY0742 MY0742 STATION RECOVERY (2004) MY0742 MY0742'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MY0742'MARK NOT RECOVERED, NOT FOUND. THE TOP OF THE CONCRETE HEADWALL IS MY0742'COMPLETELY ERODED. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MY2310 *********************************************************************** MY2310 DESIGNATION - D 29 RESET 1978 MY2310 PID - MY2310 MY2310 STATE/COUNTY- MA/WORCESTER MY2310 USGS QUAD - OXFORD (1979) MY2310 MY2310 *CURRENT SURVEY CONTROL MY2310 ___________________________________________________________________ MY2310* NAD 83(1986)- 42 16 26. (N) 071 51 17. (W) SCALED MY2310* NAVD 88 - 205.30 (+/-2cm) 673.6 (feet) VERTCON MY2310 ___________________________________________________________________ MY2310 GEOID HEIGHT- -28.59 (meters) GEOID03 MY2310 MY2310 VERT ORDER - THIRD (See Below) MY2310 MY2310.This mark is at Worcester Municipal Airport (ORH) MY2310 MY2310.The horizontal coordinates were scaled from a topographic map and have MY2310.an estimated accuracy of +/- 6 seconds. MY2310 MY2310.The NAVD 88 height was computed by applying the VERTCON shift value to MY2310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) MY2310.The vertical order pertains to the NGVD 29 superseded value. MY2310 MY2310.The geoid height was determined by GEOID03. MY2310 MY2310; North East Units Estimated Accuracy MY2310;SPC MA M - 891,550. 170,740. MT (+/- 180 meters Scaled) MY2310 MY2310 SUPERSEDED SURVEY CONTROL MY2310 MY2310 NGVD 29 (04/22/98) 205.49 (m) 674.2 (f) RESET 3 MY2310 MY2310.Superseded values are not recommended for survey control. MY2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. MY2310.See file dsdata.txt to determine how the superseded data were derived. MY2310 MY2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG645841(NAD 83) MY2310_MARKER: DB = BENCH MARK DISK MY2310_SETTING: 80 = SET IN A BOULDER MY2310_STAMPING: D 29 RESET 1978 MY2310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO MY2310+STABILITY: SURFACE MOTION MY2310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MY2310+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004 MY2310 MY2310 HISTORY - Date Condition Report By MY2310 HISTORY - 1978 MONUMENTED NGS MY2310 HISTORY - 20041126 GOOD GEOCAC MY2310 MY2310 STATION DESCRIPTION MY2310 MY2310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 MY2310'IN WORCESTER. MY2310'FROM THE TERMINAL BUILDING AT THE WORCESTER MUNICIPAL AIRPORT GO MY2310'EASTERLY ON AIRPOOT ROAD FOR 0.9 MILE TO A CONCRETE CULVERTAND THE MY2310'MARK ON THE LEFT, 86 FEET NORTH OF THE CENTER OF AIRPORT ROAD, MY2310'71 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE CONCRETE HEADWALL MY2310'62 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE HEADWALL MY2310'AND 55.5 FEET NORTHEAST OF POWERLINE POLE NUMBER 24. MY2310 MY2310 STATION RECOVERY (2004) MY2310 MY2310'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MY2310'HANDHELD GPS COORDINATES N42 16 20.7 W071 51 33.0 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MZ1105 *********************************************************************** MZ1105 DESIGNATION - G 46 MZ1105 PID - MZ1105 MZ1105 STATE/COUNTY- MA/WORCESTER MZ1105 USGS QUAD - SOUTHBRIDGE (1979) MZ1105 MZ1105 *CURRENT SURVEY CONTROL MZ1105 ___________________________________________________________________ MZ1105* NAD 83(1986)- 42 18 51. (N) 072 04 38. (W) SCALED MZ1105* NAVD 88 - 333.064 (meters) 1092.73 (feet) ADJUSTED MZ1105 ___________________________________________________________________ MZ1105 GEOID HEIGHT- -28.24 (meters) GEOID03 MZ1105 DYNAMIC HT - 332.964 (meters) 1092.40 (feet) COMP MZ1105 MODELED GRAV- 980,312.4 (mgal) NAVD 88 MZ1105 MZ1105 VERT ORDER - FIRST CLASS II MZ1105 MZ1105.The horizontal coordinates were scaled from a topographic map and have MZ1105.an estimated accuracy of +/- 6 seconds. MZ1105 MZ1105.The orthometric height was determined by differential leveling MZ1105.and adjusted by the National Geodetic Survey in June 1991. MZ1105 MZ1105.The geoid height was determined by GEOID03. MZ1105 MZ1105.The dynamic height is computed by dividing the NAVD 88 MZ1105.geopotential number by the normal gravity value computed on the MZ1105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MZ1105.degrees latitude (g = 980.6199 gals.). MZ1105 MZ1105.The modeled gravity was interpolated from observed gravity values. MZ1105 MZ1105; North East Units Estimated Accuracy MZ1105;SPC MA M - 896,130. 152,420. MT (+/- 180 meters Scaled) MZ1105 MZ1105 SUPERSEDED SURVEY CONTROL MZ1105 MZ1105.No superseded survey control is available for this station. MZ1105 MZ1105_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM408887(NAD 83) MZ1105_MARKER: DB = BENCH MARK DISK MZ1105_SETTING: 66 = SET IN ROCK OUTCROP MZ1105_SP_SET: BEDROCK MZ1105_STAMPING: G 46 1978 MZ1105_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD MZ1105+STABILITY: POSITION/ELEVATION WELL MZ1105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MZ1105+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2004 MZ1105 MZ1105 HISTORY - Date Condition Report By MZ1105 HISTORY - 1978 MONUMENTED NGS MZ1105 HISTORY - 20041204 GOOD GEOCAC MZ1105 MZ1105 STATION DESCRIPTION MZ1105 MZ1105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 MZ1105'2.8 MI EAST FROM NEW BRAINTREE. MZ1105'1.75 MILES EAST ALONG UTLEY ROAD FROM THE JUNCTION OF UTLEY, WINE AND MZ1105'BROOKFIELD ROADS IN NEW BRAINTREE TO THE JUNCTION OF UTLEY , MOORE AND MZ1105'NEW BRAINTREE ROADS, THENCE 1.05 MILES EAST ALONG MOORE ROAD TO THE MZ1105'MARK ON THE LEFT, SET IN TOP OF BEDROCK DIRECTLY ACROSS THE HIGHWAY MZ1105'FROM POWER POLE NUMBER 38, 0.1 MILE WEST OF CHARLES LAND, 0.05 MILE MZ1105'EAST OF IAGO ROAD, 31.8 FEET NORTH OF THE POWER POLE, 21.5 FEET MZ1105'NORTH OF THE CENTER LINE OF THE ROAD. MZ1105 MZ1105 STATION RECOVERY (2004) MZ1105 MZ1105'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MZ1105'1978 DESCRIPTION SHOULD NOW REFERENCE POWER POLE 37 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MZ1106 *********************************************************************** MZ1106 DESIGNATION - H 46 MZ1106 PID - MZ1106 MZ1106 STATE/COUNTY- MA/WORCESTER MZ1106 USGS QUAD - SOUTHBRIDGE (1979) MZ1106 MZ1106 *CURRENT SURVEY CONTROL MZ1106 ___________________________________________________________________ MZ1106* NAD 83(1986)- 42 18 48. (N) 072 05 46. (W) SCALED MZ1106* NAVD 88 - 307.071 (meters) 1007.45 (feet) ADJUSTED MZ1106 ___________________________________________________________________ MZ1106 GEOID HEIGHT- -28.23 (meters) GEOID03 MZ1106 DYNAMIC HT - 306.979 (meters) 1007.15 (feet) COMP MZ1106 MODELED GRAV- 980,314.4 (mgal) NAVD 88 MZ1106 MZ1106 VERT ORDER - FIRST CLASS II MZ1106 MZ1106.The horizontal coordinates were scaled from a topographic map and have MZ1106.an estimated accuracy of +/- 6 seconds. MZ1106 MZ1106.The orthometric height was determined by differential leveling MZ1106.and adjusted by the National Geodetic Survey in June 1991. MZ1106 MZ1106.The geoid height was determined by GEOID03. MZ1106 MZ1106.The dynamic height is computed by dividing the NAVD 88 MZ1106.geopotential number by the normal gravity value computed on the MZ1106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MZ1106.degrees latitude (g = 980.6199 gals.). MZ1106 MZ1106.The modeled gravity was interpolated from observed gravity values. MZ1106 MZ1106; North East Units Estimated Accuracy MZ1106;SPC MA M - 896,040. 150,860. MT (+/- 180 meters Scaled) MZ1106 MZ1106 SUPERSEDED SURVEY CONTROL MZ1106 MZ1106.No superseded survey control is available for this station. MZ1106 MZ1106_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM393886(NAD 83) MZ1106_MARKER: DB = BENCH MARK DISK MZ1106_SETTING: 66 = SET IN ROCK OUTCROP MZ1106_SP_SET: BEDROCK MZ1106_STAMPING: H 46 1978 MZ1106_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD MZ1106+STABILITY: POSITION/ELEVATION WELL MZ1106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MZ1106+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2004 MZ1106 MZ1106 HISTORY - Date Condition Report By MZ1106 HISTORY - 1978 MONUMENTED NGS MZ1106 HISTORY - 20041204 GOOD GEOCAC MZ1106 MZ1106 STATION DESCRIPTION MZ1106 MZ1106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 MZ1106'1.85 MI EAST FROM NEW BRAINTREE. MZ1106'1.75 MILES EAST ALONG UTLEY ROAD FROM THE JUNCTION OF UTLEY, WINE AND MZ1106'BROOKFIELD ROADS IN NEW BRAINTREE TO THE JUNCTION OF UTLEY, MOORE AND MZ1106'NEW BRAINTREE ROADS, THENCE 0.1 MILE EAST ALONG MOORE ROAD TO THE MZ1106'MARK ON THE LEFT, SET IN TOP OF BEDROCK DIRECTLY IN FRONT OF MR MZ1106'PERRYS HOUSE, 44 FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, MZ1106'40.6 FEET EAST OF POWER POLE NUMBER 4, 19 FEET NORTH OF THE CENTER MZ1106'LINE OF THE ROAD. MZ1106 MZ1106 STATION RECOVERY (2004) MZ1106 MZ1106'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MZ1106'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MZ1108 *********************************************************************** MZ1108 DESIGNATION - K 46 MZ1108 PID - MZ1108 MZ1108 STATE/COUNTY- MA/WORCESTER MZ1108 USGS QUAD - WALES (1979) MZ1108 MZ1108 *CURRENT SURVEY CONTROL MZ1108 ___________________________________________________________________ MZ1108* NAD 83(1986)- 42 19 01. (N) 072 07 33. (W) SCALED MZ1108* NAVD 88 - 298.702 (meters) 979.99 (feet) ADJUSTED MZ1108 ___________________________________________________________________ MZ1108 GEOID HEIGHT- -28.20 (meters) GEOID03 MZ1108 DYNAMIC HT - 298.617 (meters) 979.71 (feet) COMP MZ1108 MODELED GRAV- 980,327.8 (mgal) NAVD 88 MZ1108 MZ1108 VERT ORDER - FIRST CLASS II MZ1108 MZ1108.The horizontal coordinates were scaled from a topographic map and have MZ1108.an estimated accuracy of +/- 6 seconds. MZ1108 MZ1108.The orthometric height was determined by differential leveling MZ1108.and adjusted by the National Geodetic Survey in June 1991. MZ1108 MZ1108.The geoid height was determined by GEOID03. MZ1108 MZ1108.The dynamic height is computed by dividing the NAVD 88 MZ1108.geopotential number by the normal gravity value computed on the MZ1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MZ1108.degrees latitude (g = 980.6199 gals.). MZ1108 MZ1108.The modeled gravity was interpolated from observed gravity values. MZ1108 MZ1108; North East Units Estimated Accuracy MZ1108;SPC MA M - 896,460. 148,410. MT (+/- 180 meters Scaled) MZ1108 MZ1108 SUPERSEDED SURVEY CONTROL MZ1108 MZ1108.No superseded survey control is available for this station. MZ1108 MZ1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM368889(NAD 83) MZ1108_MARKER: DB = BENCH MARK DISK MZ1108_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) MZ1108_SP_SET: STAINLESS STEEL ROD MZ1108_STAMPING: K 46 1978 MZ1108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MZ1108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MZ1108+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2004 MZ1108 MZ1108 HISTORY - Date Condition Report By MZ1108 HISTORY - 1978 MONUMENTED NGS MZ1108 HISTORY - 20041119 GOOD GEOCAC MZ1108 MZ1108 STATION DESCRIPTION MZ1108 MZ1108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 MZ1108'IN NEW BRAINTREE. MZ1108'IN NEW BRAINTREE AT THE JUNCTIONS OF UTLEY, WINE AND BROOKFIELD MZ1108'ROADS SET IN THE CITY CENTER SQUARE BETWEEN A FLAG POLE AND A MZ1108'COMMEMORATIVE HEAD STONE FOR THE PEOPLE OF NEW BRAINTREE WHO SERVED MZ1108'IN THE WARS, 2 FEET SOUTH OF THE HEAD STONE, 6.4 FEET NORTH OF THE MZ1108'FLAG POLE, 41 FEET SOUTH OF THE CENTER LINE OF UTLEY ROAD, 48.5 FEET MZ1108'EAST OF POWER POLE NUMBER 1 WITH A STREET LIGHT, ROD DRIVEN TO MZ1108'REFUSAL. MZ1108 MZ1108 STATION RECOVERY (2004) MZ1108 MZ1108'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MZ1108'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MZ1112 *********************************************************************** MZ1112 DESIGNATION - P 46 MZ1112 PID - MZ1112 MZ1112 STATE/COUNTY- MA/WORCESTER MZ1112 USGS QUAD - WALES (1979) MZ1112 MZ1112 *CURRENT SURVEY CONTROL MZ1112 ___________________________________________________________________ MZ1112* NAD 83(1986)- 42 19 22. (N) 072 10 39. (W) SCALED MZ1112* NAVD 88 - 190.497 (meters) 624.99 (feet) ADJUSTED MZ1112 ___________________________________________________________________ MZ1112 GEOID HEIGHT- -28.17 (meters) GEOID03 MZ1112 DYNAMIC HT - 190.443 (meters) 624.81 (feet) COMP MZ1112 MODELED GRAV- 980,337.3 (mgal) NAVD 88 MZ1112 MZ1112 VERT ORDER - FIRST CLASS II MZ1112 MZ1112.The horizontal coordinates were scaled from a topographic map and have MZ1112.an estimated accuracy of +/- 6 seconds. MZ1112 MZ1112.The orthometric height was determined by differential leveling MZ1112.and adjusted by the National Geodetic Survey in June 1991. MZ1112 MZ1112.The geoid height was determined by GEOID03. MZ1112 MZ1112.The dynamic height is computed by dividing the NAVD 88 MZ1112.geopotential number by the normal gravity value computed on the MZ1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MZ1112.degrees latitude (g = 980.6199 gals.). MZ1112 MZ1112.The modeled gravity was interpolated from observed gravity values. MZ1112 MZ1112; North East Units Estimated Accuracy MZ1112;SPC MA M - 897,140. 144,160. MT (+/- 180 meters Scaled) MZ1112 MZ1112 SUPERSEDED SURVEY CONTROL MZ1112 MZ1112.No superseded survey control is available for this station. MZ1112 MZ1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 18TYM325894(NAD 83) MZ1112_MARKER: DB = BENCH MARK DISK MZ1112_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) MZ1112_SP_SET: STAINLESS STEEL ROD MZ1112_STAMPING: P 46 1978 MZ1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MZ1112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MZ1112+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2004 MZ1112 MZ1112 HISTORY - Date Condition Report By MZ1112 HISTORY - 1978 MONUMENTED NGS MZ1112 HISTORY - 20030817 MARK NOT FOUND GEOCAC MZ1112 HISTORY - 20041204 GOOD GEOCAC MZ1112 MZ1112 STATION DESCRIPTION MZ1112 MZ1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 MZ1112'2.05 MI NE FROM GILBERTVILLE. MZ1112'2.05 MILES NORTHEAST ALONG LOWER FOAD FROM THE POST OFFICE IN MZ1112'GILBERTVILLE TO THE JUNCTION OF LOWER, UTLEY AND GODDARD ROADS, MZ1112'SET IN THE SOUTHEAST CORNER OF GODDARD ROAD, 34 FEET NORTHWEST OF THE MZ1112'CENTER LINE OF LOWER ROAD, 25.5 FEET SOUTHWEST OF THE CENTER LINE MZ1112'OF GODDARD ROAD, 5 FEET SOUTHWEST OF POWER POLE NUMBER 43, ROD DRIVEN MZ1112'TO REFUSAL IN BEDROCK. MZ1112 MZ1112 STATION RECOVERY (2003) MZ1112 MZ1112'RECOVERY NOTE BY GEOCACHING 2003 (RPM) MZ1112'PLEASE NOTE THAT STREET NAMES IN DESCRIPTION APPEAR TO BE MZ1112'INACCURATE - THEY MAY HAVE CHANGED. MZ1112 MZ1112 STATION RECOVERY (2004) MZ1112 MZ1112'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MZ1112'THE MARK IS LOCATED 3.4 KM (2.1 MI) NORTHEAST OF GILBERTVILLE. MZ1112'TO REACH THE STATION FROM THE JUNCTION OF STATE RTE 32 AND 32A IN MZ1112'GILBERTVILLE, GO 3.4 KM (2.1 MI) NORTHEAST ALONG RTE 32 TO THE JUCTION MZ1112'OF CREAMERY AND UNITAS ROADS TO THE MARK ON THE LEFT. MZ1112'THE MARK IS SET IN THE SOUTHEAST CORNER OF CREAMERY ROAD, 10.4 M (34 MZ1112'FT) NORTHWEST OF THE CENTER LINE OF RTE 32, 7.8 M (25.5 FT) SOUTHWEST MZ1112'OF THE CENTER LINE OF CREAMERY ROAD, AND 1.5 M (5 FT) SOUTHWEST OF MZ1112'POWER POLE NUMBER 43. MZ1112'THE MARK IS APPROX 15 CM (6 IN) BELOW GROUND SURFACE. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MY2126 *********************************************************************** MY2126 DESIGNATION - W 38 MY2126 PID - MY2126 MY2126 STATE/COUNTY- MA/WORCESTER MY2126 USGS QUAD - OXFORD (1979) MY2126 MY2126 *CURRENT SURVEY CONTROL MY2126 ___________________________________________________________________ MY2126* NAD 83(1986)- 42 16 49. (N) 071 52 21. (W) SCALED MY2126* NAVD 88 - 244.780 (meters) 803.08 (feet) ADJUSTED MY2126 ___________________________________________________________________ MY2126 GEOID HEIGHT- -28.55 (meters) GEOID03 MY2126 DYNAMIC HT - 244.699 (meters) 802.82 (feet) COMP MY2126 MODELED GRAV- 980,288.2 (mgal) NAVD 88 MY2126 MY2126 VERT ORDER - FIRST CLASS II MY2126 MY2126.The horizontal coordinates were scaled from a topographic map and have MY2126.an estimated accuracy of +/- 6 seconds. MY2126 MY2126.The orthometric height was determined by differential leveling MY2126.and adjusted by the National Geodetic Survey in June 1991. MY2126 MY2126.The geoid height was determined by GEOID03. MY2126 MY2126.The dynamic height is computed by dividing the NAVD 88 MY2126.geopotential number by the normal gravity value computed on the MY2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MY2126.degrees latitude (g = 980.6199 gals.). MY2126 MY2126.The modeled gravity was interpolated from observed gravity values. MY2126 MY2126; North East Units Estimated Accuracy MY2126;SPC MA M - 892,270. 169,280. MT (+/- 180 meters Scaled) MY2126 MY2126 SUPERSEDED SURVEY CONTROL MY2126 MY2126.No superseded survey control is available for this station. MY2126 MY2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG631848(NAD 83) MY2126_MARKER: DB = BENCH MARK DISK MY2126_SETTING: 36 = SET IN A MASSIVE STRUCTURE MY2126_SP_SET: FOUNDATION MY2126_STAMPING: W 38 1978 MY2126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MY2126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MY2126+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004 MY2126 MY2126 HISTORY - Date Condition Report By MY2126 HISTORY - 1978 MONUMENTED NGS MY2126 HISTORY - 20041126 GOOD GEOCAC MY2126 MY2126 STATION DESCRIPTION MY2126 MY2126'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 MY2126'5.1 MI NW FROM WORCESTER. MY2126'5.1 MILES NORTHWEST ALONG STATE HIGHWAY 122 FROM THE JUNCTION OF STATE MY2126'HIGHWAYS 122 AND 290 OVERPASS TO THE MARK ON THE LEFT, SET IN THE MY2126'NORTHEAST CORNER OF A LARGE CONCRETE FOUNDATION, 49 FEET WEST OF MY2126'POWER POLE NUMBER 121 S, 42 FEET NORTHEAST OF POWER POLLE NUMBER 1, MY2126'31 FEET SOUTH OF CENTER OF HIGHWAYS, AND 300 FEET EAST OF CENTER OF MY2126'DRIVE TO AIRPORT. MY2126 MY2126 STATION RECOVERY (2004) MY2126 MY2126'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MY2126'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = APRIL 6, 2005 MY2128 *********************************************************************** MY2128 DESIGNATION - Y 38 MY2128 PID - MY2128 MY2128 STATE/COUNTY- MA/WORCESTER MY2128 USGS QUAD - WEBSTER (1979) MY2128 MY2128 *CURRENT SURVEY CONTROL MY2128 ___________________________________________________________________ MY2128* NAD 83(1986)- 42 17 54. (N) 071 54 24. (W) SCALED MY2128* NAVD 88 - 343.927 (meters) 1128.37 (feet) ADJUSTED MY2128 ___________________________________________________________________ MY2128 GEOID HEIGHT- -28.45 (meters) GEOID03 MY2128 DYNAMIC HT - 343.814 (meters) 1128.00 (feet) COMP MY2128 MODELED GRAV- 980,281.5 (mgal) NAVD 88 MY2128 OBS GRAVITY - 980,281.3 (mgal) GRAV_OBS MY2128 MY2128 VERT ORDER - FIRST CLASS II MY2128 MY2128.The horizontal coordinates were scaled from a topographic map and have MY2128.an estimated accuracy of +/- 6 seconds. MY2128 MY2128.The orthometric height was determined by differential leveling MY2128.and adjusted by the National Geodetic Survey in June 1991. MY2128 MY2128.The geoid height was determined by GEOID03. MY2128 MY2128.The dynamic height is computed by dividing the NAVD 88 MY2128.geopotential number by the normal gravity value computed on the MY2128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 MY2128.degrees latitude (g = 980.6199 gals.). MY2128 MY2128.The modeled gravity was interpolated from observed gravity values. MY2128.The observed gravity was obtained from relative gravimeter ties MY2128.to the IGSN71 gravity network. MY2128 MY2128; North East Units Estimated Accuracy MY2128;SPC MA M - 894,290. 166,470. MT (+/- 180 meters Scaled) MY2128 MY2128 SUPERSEDED SURVEY CONTROL MY2128 MY2128.No superseded survey control is available for this station. MY2128 MY2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 19TBG603869(NAD 83) MY2128_MARKER: DB = BENCH MARK DISK MY2128_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) MY2128_SP_SET: STAINLESS STEEL ROD MY2128_STAMPING: Y 38 1978 MY2128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL MY2128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR MY2128+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2004 MY2128 MY2128 HISTORY - Date Condition Report By MY2128 HISTORY - 1978 MONUMENTED NGS MY2128 HISTORY - 1982 GOOD NGS MY2128 HISTORY - 20041126 GOOD GEOCAC MY2128 MY2128 STATION DESCRIPTION MY2128 MY2128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 MY2128'7.4 MI NW FROM WORCESTER. MY2128'7.4 MILES NORTHWEST ALONG STATE HIGHWAY 122 FROM THE JUNCTION OF STATE MY2128'HIGHWAYS 122 AND 290 OVERPASS IN WORCESTER TO THE MARK ON THE RIGHT, MY2128'0.2 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAYS 122 AND 56, 21 FEET MY2128'EAST OF THE CENTER LINE OF HIGHWAY, 115 FEET NORTH OF POWER POLE MY2128'NUMBER 69, 2 FEET SOUTH OF POWER POLE NUMBER 68 WITH STREET LIGHT. MY2128'ROD DRIVEN TO REFUSAL. MY2128 MY2128 STATION RECOVERY (1982) MY2128 MY2128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 MY2128'RECOVERED IN GOOD CONDITION. MY2128 MY2128 STATION RECOVERY (2004) MY2128 MY2128'RECOVERY NOTE BY GEOCACHING 2004 (JLH) MY2128'RECOVERED IN GOOD CONDITION.