1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 NF1389 *********************************************************************** NF1389 DESIGNATION - 33002 NF1389 PID - NF1389 NF1389 STATE/COUNTY- MI/INGHAM NF1389 USGS QUAD - LESLIE (1970) NF1389 NF1389 *CURRENT SURVEY CONTROL NF1389 ___________________________________________________________________ NF1389* NAD 83(1994)- 42 28 48.80264(N) 084 26 38.84645(W) ADJUSTED NF1389* NAVD 88 - 313.940 (meters) 1029.98 (feet) ADJUSTED NF1389 ___________________________________________________________________ NF1389 LAPLACE CORR- 2.07 (seconds) DEFLEC99 NF1389 GEOID HEIGHT- -33.91 (meters) GEOID03 NF1389 DYNAMIC HT - 313.840 (meters) 1029.66 (feet) COMP NF1389 MODELED GRAV- 980,292.3 (mgal) NAVD 88 NF1389 NF1389 HORZ ORDER - SECOND NF1389 VERT ORDER - FIRST CLASS II NF1389 NF1389.The horizontal coordinates were established by classical geodetic methods NF1389.and adjusted by the National Geodetic Survey in February 1997. NF1389 NF1389.The orthometric height was determined by differential leveling NF1389.and adjusted by the National Geodetic Survey in January 2002. NF1389 NF1389.The Laplace correction was computed from DEFLEC99 derived deflections. NF1389 NF1389.The geoid height was determined by GEOID03. NF1389 NF1389.The dynamic height is computed by dividing the NAVD 88 NF1389.geopotential number by the normal gravity value computed on the NF1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NF1389.degrees latitude (g = 980.6199 gals.). NF1389 NF1389.The modeled gravity was interpolated from observed gravity values. NF1389 NF1389; North East Units Scale Factor Converg. NF1389;SPC MI S - 108,883.661 3,993,631.512 MT 0.99993169 -0 03 09.8 NF1389;UTM 16 - 4,706,262.556 710,078.852 MT 1.00014302 +1 43 36.1 NF1389 NF1389! - Elev Factor x Scale Factor = Combined Factor NF1389!SPC MI S - 0.99995608 x 0.99993169 = 0.99988778 NF1389!UTM 16 - 0.99995608 x 1.00014302 = 1.00009910 NF1389 NF1389: Primary Azimuth Mark Grid Az NF1389:SPC MI S - 33001 177 24 09.4 NF1389:UTM 16 - 33001 175 37 23.5 NF1389 NF1389|---------------------------------------------------------------------| NF1389| PID Reference Object Distance Geod. Az | NF1389| dddmmss.s | NF1389| AH7864 33002 RM 1 8.686 METERS 08848 | NF1389| NF1388 LESLIE CO SHERRIF DEPT MAST 468.861 METERS 1122826.5 | NF1389| NF1387 33001 APPROX. 1.4 KM 1772059.6 | NF1389| NF1395 ONONDAGA TV STA WMSB WILX MAST APPROX.11.3 KM 2482723.1 | NF1389| AH7865 33002 RM 2 8.855 METERS 26859 | NF1389|---------------------------------------------------------------------| NF1389 NF1389 SUPERSEDED SURVEY CONTROL NF1389 NF1389 NAD 83(1986)- 42 28 48.80219(N) 084 26 38.86750(W) AD( ) 2 NF1389 NAD 27 - 42 28 48.66835(N) 084 26 38.96301(W) AD( ) 2 NF1389 NGVD 29 (07/19/86) 314.0 (m) 1030. (f) VERT ANG NF1389 NF1389.Superseded values are not recommended for survey control. NF1389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NF1389.See file dsdata.txt to determine how the superseded data were derived. NF1389 NF1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1007906263(NAD 83) NF1389_MARKER: DH = HORIZONTAL CONTROL DISK NF1389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NF1389_SP_SET: TOP OF SQUARE CONCRETE MONUMENT NF1389_STAMPING: 33002 MDSH AND T 1976 NF1389_MARK LOGO: MIDT NF1389_PROJECTION: FLUSH NF1389_MAGNETIC: N = NO MAGNETIC MATERIAL NF1389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NF1389+STABILITY: SURFACE MOTION NF1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR NF1389+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2005 NF1389 NF1389 HISTORY - Date Condition Report By NF1389 HISTORY - 1976 MONUMENTED MIDH NF1389 HISTORY - 1983 GOOD USPSQD NF1389 HISTORY - 19921116 GOOD NGS NF1389 HISTORY - 20000216 GOOD NGS NF1389 HISTORY - 20050423 GOOD USPSQD NF1389 NF1389 STATION DESCRIPTION NF1389 NF1389'DESCRIBED BY MI DEPT OF HIGHWAYS 1976 (PW) NF1389'THE STATION IS ABOUT 2-1/2 MILES NORTHWEST OF LESLIE (STRAIGHT LINE NF1389'MEASUREMENT) IN THE SOUTHWEST QUADRANT OF COVERT RD. AND US-127. NF1389'IT IS NEAR THE NORTH LINE OF THE NORTHEAST QUARTER OF SECTION 17, T NF1389'1 N, R 1 W, BEING LESLIE TWP. OF INGHAM CO. NF1389' NF1389'TO REACH THE STATION FROM THE POST OFFICE IN LESLIE, GO NORTH ON NF1389'MAIN ST. 1.4 MILES TO HILL RD.. GO NORTH ON HILL RD. 0.9 MILES TO NF1389'COVERT RD.. TURN LEFT ON COVERT RD. AND CROSS THE US-127 OVERPASS NF1389'TO THE STATION ON THE LEFT AS DESCRIBED. NF1389' NF1389'NO AZIMUTH MARK WAS SET, BECAUSE STATION 33001 MIDH WAS VISIBLE NF1389'TO THE SOUTH-SOUTHEAST, AND STATION 33003 MIDH WAS VISIBLE TO THE NF1389'NORTH-NORTHEAST. NF1389' NF1389'THE STATION MARK IS A 3-1/2 INCH BRASS DISK STAMPED HORIZONTAL NF1389'CONTROL MARKER, 33002, MDSH AND T, 1976. IT IS SET IN THE TOP OF A NF1389'12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND NF1389'SURFACE. IT IS 21 FEET SOUTH OF THE CENTERLINE OF COVERT RD., NF1389'30 FEET WEST OF THE SOUTHWEST CORNER OF THE COVERT RD. BRIDGE NF1389'OVER US-127, 4.0 FEET SOUTH OF A GUARD RAIL, AND 5.0 FEET NF1389'SOUTHWEST OF A STEEL WITNESS POST. THE UNDERGROUND MARK IS A 2 NF1389'INCH BRASS DISK STAMPED HCM, FA, ROW, 33002, SET IN THE TOP NF1389'OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE NF1389'GROUND SURFACE. NF1389' NF1389'REFERENCE MARK 1 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND NF1389'T, HCM, 33002, 1976, RM 1 SET IN THE TOP OF A 12 INCH CYLINDRICAL NF1389'CONCRETE MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND NF1389'SURFACE. IT IS 20.5 FEET SOUTH OF THE CENTERLINE OF COVERT RD., NF1389'5.0 FEET SOUTH OF A GUARD RAIL, AND 1.8 FEET WEST OF THE NF1389'SOUTHWEST WINGWALL OF THE COVERT RD. BRIDGE. NF1389' NF1389'REFERENCE MARK 2 IS A 3-1/2 INCH ALUMINUM DISK STAMPED MDSH AND NF1389'T, HCM, 33002, 1976, RM 2 SET IN THE TOP OF A 12 INCH CYLINDRICAL NF1389'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE. IT IS NF1389'3.0 FEET SOUTH OF A GUARD RAIL, AND 21.3 FEET SOUTH OF THE NF1389'CENTERLINE OF COVERT RD.. NF1389' NF1389'NEAREST TOWN--LESLIE. NF1389' NF1389'HEIGHT OF LIGHT ABOVE STATION MARK 1.36 METERS. NF1389 NF1389 STATION RECOVERY (1983) NF1389 NF1389'RECOVERY NOTE BY US POWER SQUADRON 1983 (MTM) NF1389'33002 MDSH AND T, 1976 - THE DIRECTOR - EXCELLENT CONDITION. NF1389' NF1389'MDSH AND T HCM, 33002, 1976 RM 1 EXCELLENT CONDITION. NF1389' NF1389'MDSH AND T HCM, 33002, 1976 - NOT MARKED. RM 2 IN EXCELLENT NF1389'CONDITION. NF1389' NF1389'ALL DIRECTIONS VERY GOOD AS RECORDED. NF1389 NF1389 STATION RECOVERY (1992) NF1389 NF1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK) NF1389'2.2 KM (1.35 MI) NORTHERLY ALONG MAIN STREET FROM THE POST OFFICE IN NF1389'LESLIE, THENCE 1.6 KM (1.00 MI) NORTHERLY ALONG HULL ROAD, THENCE 0.3 NF1389'KM (0.20 MI) EASTERLY ALONG COVERT ROAD, 25.5 M (83.7 FT) EAST OF THE NF1389'CENTERLINE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 127, 9.2 M (30.2 NF1389'FT) WEST OF THE SOUTHWEST CORNER OF AN OVERPASS, 6.4 M (21.0 FT) SOUTH NF1389'OF AND LEVEL WITH THE ROAD CENTER, 0.3 M (1.0 FT) NORTH OF A WITNESS NF1389'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE. NF1389 NF1389 STATION RECOVERY (2000) NF1389 NF1389'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR) NF1389'RECOVERED AS DESCRIBED. NF1389 NF1389 STATION RECOVERY (2005) NF1389 NF1389'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAD) NF1389'WITNESS POST IN PLACE, MARK IN PLACE AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 NF0116 *********************************************************************** NF0116 DESIGNATION - G 19 NF0116 PID - NF0116 NF0116 STATE/COUNTY- MI/INGHAM NF0116 USGS QUAD - LESLIE (1970) NF0116 NF0116 *CURRENT SURVEY CONTROL NF0116 ___________________________________________________________________ NF0116* NAD 83(1986)- 42 27 05. (N) 084 25 46. (W) SCALED NF0116* NAVD 88 - 285.474 (meters) 936.59 (feet) ADJUSTED NF0116 ___________________________________________________________________ NF0116 GEOID HEIGHT- -33.94 (meters) GEOID03 NF0116 DYNAMIC HT - 285.381 (meters) 936.29 (feet) COMP NF0116 MODELED GRAV- 980,288.5 (mgal) NAVD 88 NF0116 NF0116 VERT ORDER - FIRST CLASS II NF0116 NF0116.The horizontal coordinates were scaled from a topographic map and have NF0116.an estimated accuracy of +/- 6 seconds. NF0116 NF0116.The orthometric height was determined by differential leveling NF0116.and adjusted by the National Geodetic Survey in June 1991. NF0116 NF0116.The geoid height was determined by GEOID03. NF0116 NF0116.The dynamic height is computed by dividing the NAVD 88 NF0116.geopotential number by the normal gravity value computed on the NF0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NF0116.degrees latitude (g = 980.6199 gals.). NF0116 NF0116.The modeled gravity was interpolated from observed gravity values. NF0116 NF0116; North East Units Estimated Accuracy NF0116;SPC MI S - 105,680. 3,994,840. MT (+/- 180 meters Scaled) NF0116 NF0116 SUPERSEDED SURVEY CONTROL NF0116 NF0116 NGVD 29 (??/??/92) 285.599 (m) 937.00 (f) ADJ UNCH 1 2 NF0116 NF0116.Superseded values are not recommended for survey control. NF0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NF0116.See file dsdata.txt to determine how the superseded data were derived. NF0116 NF0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN113030(NAD 83) NF0116_MARKER: Q = CHISELED SQUARE NF0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE NF0116_SP_SET: DOORSILL NF0116_PROJECTION: FLUSH NF0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL NF0116 NF0116 HISTORY - Date Condition Report By NF0116 HISTORY - UNK MONUMENTED CGS NF0116 HISTORY - 1934 GOOD NGS NF0116 HISTORY - 1977 GOOD NGS NF0116 HISTORY - 19921111 MARK NOT FOUND NGS NF0116 HISTORY - 20050424 MARK NOT FOUND USPSQD NF0116 NF0116 STATION DESCRIPTION NF0116 NF0116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 NF0116'AT LESLIE. NF0116'AT LESLIE, INGHAM COUNTY, AT THE EAST SIDE OF THE MICHIGAN NF0116'CENTRAL RAILROAD STATION, AND ON THE DOORSILL AT THE NORTH NF0116'ENTRANCE. A CHISELED SQUARE, NEAR THE LETTERS U.S. NF0116 NF0116 STATION RECOVERY (1977) NF0116 NF0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 NF0116'AT LESLIE, INGHAM COUNTY, AT THE EAST SIDE OF THE MICHIGAN CENTRAL NF0116'RAILROAD STATION AT LESLIE, AND ON THE NORTH DOORSILL AT THE NORTH NF0116'ENTRANCE. A CHISELED SQUARE, NEAR THE LETTERS US. THE MICHIGAN NF0116'CENTRAL RAILROAD STATION IS NOW AMERICAN LEGION POST 491. NF0116 NF0116 STATION RECOVERY (1992) NF0116 NF0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK) NF0116'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK. NF0116 NF0116 STATION RECOVERY (2005) NF0116 NF0116'RECOVERY NOTE BY US POWER SQUADRON 2005 (AH) NF0116'THE MARK WAS COVERED BY AN ADDITION TO THE RAILROAD DEPOT TO WHICH IT NF0116'WAS ATTACHED. NOT RECOVERED. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 NF0117 *********************************************************************** NF0117 DESIGNATION - H 19 NF0117 PID - NF0117 NF0117 STATE/COUNTY- MI/INGHAM NF0117 USGS QUAD - LESLIE (1970) NF0117 NF0117 *CURRENT SURVEY CONTROL NF0117 ___________________________________________________________________ NF0117* NAD 83(1986)- 42 27 05. (N) 084 25 46. (W) SCALED NF0117* NAVD 88 - 285.084 (meters) 935.31 (feet) ADJUSTED NF0117 ___________________________________________________________________ NF0117 GEOID HEIGHT- -33.94 (meters) GEOID03 NF0117 DYNAMIC HT - 284.991 (meters) 935.01 (feet) COMP NF0117 MODELED GRAV- 980,288.5 (mgal) NAVD 88 NF0117 NF0117 VERT ORDER - FIRST CLASS II NF0117 NF0117.The horizontal coordinates were scaled from a topographic map and have NF0117.an estimated accuracy of +/- 6 seconds. NF0117 NF0117.The orthometric height was determined by differential leveling NF0117.and adjusted by the National Geodetic Survey in January 2002. NF0117 NF0117.The geoid height was determined by GEOID03. NF0117 NF0117.The dynamic height is computed by dividing the NAVD 88 NF0117.geopotential number by the normal gravity value computed on the NF0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 NF0117.degrees latitude (g = 980.6199 gals.). NF0117 NF0117.The modeled gravity was interpolated from observed gravity values. NF0117 NF0117; North East Units Estimated Accuracy NF0117;SPC MI S - 105,680. 3,994,840. MT (+/- 180 meters Scaled) NF0117 NF0117 SUPERSEDED SURVEY CONTROL NF0117 NF0117 NAVD 88 (06/15/91) 285.012 (m) 935.08 (f) UNKNOWN 1 2 NF0117 NGVD 29 (??/??/92) 285.137 (m) 935.49 (f) ADJ UNCH 1 2 NF0117 NF0117.Superseded values are not recommended for survey control. NF0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NF0117.See file dsdata.txt to determine how the superseded data were derived. NF0117 NF0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN113030(NAD 83) NF0117_MARKER: DB = BENCH MARK DISK NF0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NF0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT NF0117_STAMPING: H 19 1916 ELEV. 935.487 FT. NF0117_MARK LOGO: CGS NF0117_PROJECTION: FLUSH NF0117_MAGNETIC: N = NO MAGNETIC MATERIAL NF0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NF0117+STABILITY: SURFACE MOTION NF0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR NF0117+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2000 NF0117 NF0117 HISTORY - Date Condition Report By NF0117 HISTORY - 1916 MONUMENTED CGS NF0117 HISTORY - 1934 GOOD NGS NF0117 HISTORY - 1970 GOOD LOCENG NF0117 HISTORY - 1977 GOOD NGS NF0117 HISTORY - 19921116 GOOD NGS NF0117 HISTORY - 20000216 GOOD NGS NF0117 HISTORY - 20050423 POOR USPSQD NF0117 NF0117 STATION DESCRIPTION NF0117 NF0117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934 NF0117'AT LESLIE. NF0117'AT LESLIE, INGHAM COUNTY, 42 YARDS SOUTH OF THE MICHIGAN CENTRAL NF0117'RAILROAD STATION, AT THE SOUTHWEST CORNER OF THE LAWN, 42 FEET NF0117'NORTH OF THE CENTERLINE OF BELLEVUE STREET, AND 33.1 FEET WEST NF0117'OF THE WEST RAIL OF THE MAIN TRACK. A STANDARD DISK, STAMPED NF0117'ELEV 935.487 FT. H 19 1916 AND SET IN THE TOP OF A CONCRETE NF0117'POST PROJECTING 3 INCHES ABOVE GROUND. NF0117 NF0117 STATION RECOVERY (1970) NF0117 NF0117'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970 NF0117'RECOVERED IN GOOD CONDITION. NF0117 NF0117 STATION RECOVERY (1977) NF0117 NF0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 NF0117'AT LESLIE, INGHAM COUNTY, 42 YARDS SOUTH OF THE MICHIGAN CENTRAL NF0117'RAILROAD STATION, AT THE SOUTHWEST CORNER OF THE LAWN, 42 FEET NORTH NF0117'OF THE CENTERLINE OF BELLEVUE STREET, AND 33.1 FEET WEST OF THE WEST NF0117'RAIL OF THE MAIN TRACK. SET FLUSH WITH THE GROUND. NF0117 NF0117 STATION RECOVERY (1992) NF0117 NF0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RHK) NF0117'IN LESLIE, AT THE INTERSECTION OF THE CONRAIL RAILROAD AND BELLEVUE NF0117'STREET, 12.7 M (41.7 FT) NORTH OF THE STREET CENTERLINE, 11.6 M (38.1 NF0117'FT) EAST OF THE CENTERLINE OF CONVERT STREET, 10.0 M (32.8 FT) NF0117'WEST-NORTHWEST OF THE NEAR RAIL, 1.1 M (3.6 FT) EAST OF A 36-INCH OAK NF0117'TREE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREETS, 0.25 M (0.82 FT) NF0117'WEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) NF0117'BELOW THE GROUND SURFACE. NF0117 NF0117 STATION RECOVERY (2000) NF0117 NF0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (RLR) NF0117'RECOVERED AS DESCRIBED. NF0117 NF0117 STATION RECOVERY (2005) NF0117 NF0117'RECOVERY NOTE BY US POWER SQUADRON 2005 (DDD) NF0117'THE MARK WAS COVERED WITH A FRESH MOUND OF DIRT. SOMEONE MADE A ROUGH NF0117'BERM 4 FEET HIGH OVER THE MARK AND PLANTED A FEW FLOWERS ON THE BERM. NF0117'THEY ALSO DAMAGED THE WITNESS STAKE WHICH IS STILL BARELY VISIBLE. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 NF1388 *********************************************************************** NF1388 DESIGNATION - LESLIE CO SHERRIF DEPT MAST NF1388 PID - NF1388 NF1388 STATE/COUNTY- MI/INGHAM NF1388 USGS QUAD - LESLIE (1970) NF1388 NF1388 *CURRENT SURVEY CONTROL NF1388 ___________________________________________________________________ NF1388* NAD 83(1994)- 42 28 42.99370(N) 084 26 19.87815(W) ADJUSTED NF1388* NAVD 88 - NF1388 ___________________________________________________________________ NF1388 LAPLACE CORR- 2.02 (seconds) DEFLEC99 NF1388 GEOID HEIGHT- -33.91 (meters) GEOID03 NF1388 NF1388 HORZ ORDER - THIRD NF1388 NF1388.The horizontal coordinates were established by classical geodetic methods NF1388.and adjusted by the National Geodetic Survey in February 1997. NF1388 NF1388 NF1388.The Laplace correction was computed from DEFLEC99 derived deflections. NF1388 NF1388.The geoid height was determined by GEOID03. NF1388 NF1388; North East Units Scale Factor Converg. NF1388;SPC MI S - 108,704.046 3,994,064.570 MT 0.99993189 -0 02 56.9 NF1388;UTM 16 - 4,706,096.439 710,517.371 MT 1.00014529 +1 43 48.8 NF1388 NF1388 SUPERSEDED SURVEY CONTROL NF1388 NF1388 NAD 83(1986)- 42 28 42.99307(N) 084 26 19.89869(W) AD( ) 4 NF1388 NAD 27 - 42 28 42.85846(N) 084 26 19.99413(W) AD( ) 3 NF1388 NF1388.Superseded values are not recommended for survey control. NF1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NF1388.See file dsdata.txt to determine how the superseded data were derived. NF1388 NF1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1051706096(NAD 83) NF1388_MARKER: 42 = RADIO/TV MAST NF1388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR NF1388+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2005 NF1388 NF1388 HISTORY - Date Condition Report By NF1388 HISTORY - 1976 FIRST OBSERVED NGS NF1388 HISTORY - 20050423 GOOD USPSQD NF1388 NF1388 STATION DESCRIPTION NF1388 NF1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JCL) NF1388'THE STATION IS THE LIGHT ATOP AND CENTER OF THE LESLIE INGHAM COUNTY NF1388'SHERIFF DEPARTMENT RADIO MAST WON 23. IT IS A GUYED, TRUSS-WORK NF1388'MAST, PAINTED ALTERNATELY RED AND WHITE, AND IS APPROXIMATELY 150 NF1388'FEET HIGH. NF1388' NF1388'LOCATED 1.9 MILES NORTH OF LESLIE, 0.3 MILE EAST OF U.S. HIGHWAY NF1388'127, 0.1 MILE SOUTH OF COLVERT ROAD. NF1388 NF1388 STATION RECOVERY (2005) NF1388 NF1388'RECOVERY NOTE BY US POWER SQUADRON 2005 (AH) NF1388'THE TOWER IS INTACT AND FUNCTIONAL. 1 National Geodetic Survey, Retrieval Date = JUNE 3, 2005 NF1383 *********************************************************************** NF1383 DESIGNATION - ZAKRZEWSKI NF1383 PID - NF1383 NF1383 STATE/COUNTY- MI/INGHAM NF1383 USGS QUAD - LESLIE (1970) NF1383 NF1383 *CURRENT SURVEY CONTROL NF1383 ___________________________________________________________________ NF1383* NAD 83(1994)- 42 26 26.16243(N) 084 23 37.52388(W) ADJUSTED NF1383* NAVD 88 - 311.1 (meters) 1021. (feet) GPS OBS NF1383 ___________________________________________________________________ NF1383 X - 460,547.900 (meters) COMP NF1383 Y - -4,691,766.529 (meters) COMP NF1383 Z - 4,282,034.797 (meters) COMP NF1383 LAPLACE CORR- 2.14 (seconds) DEFLEC99 NF1383 ELLIP HEIGHT- 277.25 (meters) (07/17/02) GPS OBS NF1383 GEOID HEIGHT- -33.93 (meters) GEOID03 NF1383 NF1383 HORZ ORDER - FIRST NF1383 ELLP ORDER - FOURTH CLASS I NF1383 NF1383.The horizontal coordinates were established by classical geodetic methods NF1383.and adjusted by the National Geodetic Survey in February 1997. NF1383 NF1383.The orthometric height was determined by GPS observations and a NF1383.high-resolution geoid model. NF1383 NF1383.The X, Y, and Z were computed from the position and the ellipsoidal ht. NF1383 NF1383.The Laplace correction was computed from DEFLEC99 derived deflections. NF1383 NF1383.The ellipsoidal height was determined by GPS observations NF1383.and is referenced to NAD 83. NF1383 NF1383.The geoid height was determined by GEOID03. NF1383 NF1383; North East Units Scale Factor Converg. NF1383;SPC MI S - 104,480.048 3,997,771.266 MT 0.99993678 -0 01 06.4 NF1383;UTM 16 - 4,701,988.616 714,354.232 MT 1.00016536 +1 45 33.9 NF1383 NF1383! - Elev Factor x Scale Factor = Combined Factor NF1383!SPC MI S - 0.99995652 x 0.99993678 = 0.99989330 NF1383!UTM 16 - 0.99995652 x 1.00016536 = 1.00012187 NF1383 NF1383: Primary Azimuth Mark Grid Az NF1383:SPC MI S - WARNER 011 49 25.9 NF1383:UTM 16 - WARNER 010 02 45.6 NF1383 NF1383|---------------------------------------------------------------------| NF1383| PID Reference Object Distance Geod. Az | NF1383| dddmmss.s | NF1383| NF1279 WARNER APPROX.21.1 KM 0114819.5 | NF1383| NF1287 DANSVILLE INGHAM AGRI SCH STK APPROX.14.4 KM 0293857.4 | NF1383| NF1369 STOCKBRIDGE BLACK WATER TANK APPROX.17.7 KM 0863412.7 | NF1383| CH1638 ZAKRZEWSKI AZ MK 1765727.9 | NF1383| CH1639 ZAKRZEWSKI RM 1 41.974 METERS 18219 | NF1383| NF1390 ZAKRZEWSKI RM 3 17.993 METERS 26749 | NF1383| CH1640 ZAKRZEWSKI RM 2 26.304 METERS 32149 | NF1383| NF1291 MASON SMA CORPORATION TANK APPROX.16.6 KM 3435210.1 | NF1383| NF1292 MASON COURTHOUSE APPROX.16.0 KM 3453233.2 | NF1383|---------------------------------------------------------------------| NF1383 NF1383 SUPERSEDED SURVEY CONTROL NF1383 NF1383 ELLIP H (02/03/97) 277.28 (m) GP( ) 4 1 NF1383 NAD 83(1986)- 42 26 26.16289(N) 084 23 37.54399(W) AD( ) 1 NF1383 NAD 27 - 42 26 26.02858(N) 084 23 37.64623(W) AD( ) 1 NF1383 NGVD 29 (07/19/86) 312.0 (m) 1024. (f) VERT ANG NF1383 NF1383.Superseded values are not recommended for survey control. NF1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. NF1383.See file dsdata.txt to determine how the superseded data were derived. NF1383 NF1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TGN1435401989(NAD 83) NF1383_MARKER: DH = HORIZONTAL CONTROL DISK NF1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT NF1383_SP_SET: CONCRETE POST NF1383_MARK LOGO: CGS NF1383_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT NF1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO NF1383+STABILITY: SURFACE MOTION NF1383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR NF1383+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1991 NF1383 NF1383 HISTORY - Date Condition Report By NF1383 HISTORY - 1932 MONUMENTED CGS NF1383 HISTORY - 1934 SEE DESCRIPTION CGS NF1383 HISTORY - 1970 GOOD NGS NF1383 HISTORY - 1976 GOOD NGS NF1383 HISTORY - 1983 GOOD USPSQD NF1383 HISTORY - 19910131 GOOD MIDH NF1383 HISTORY - 20050423 MARK NOT FOUND USPSQD NF1383 NF1383 STATION DESCRIPTION NF1383 NF1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 NF1383'ABOUT 2 MILES NF1383'EAST AND 1 MILE NF1383'SOUTH OF LESLIE, 1-1/3 MILES NORTH OF INGHAM-JACKSON COUNTY LINE, NF1383'ON PROPERTY OWNED AND OCCUPIED BY NF1383'FRANK ZAKRZEWSKI, IN CULTIVATED FIELD EAST OF NF1383'ROAD, ABOUT 40 FEET WEST OF HIGHEST POINT OF HILL, NF1383'84 FEET EAST OF CENTER LINE OF NF1383'ROAD, AND 138 FEET NORTH OF FENCE AT AOUTH EDGE OF ZAKRZEWSKIS NF1383'PROPERTY. TO REACH FROM NF1383'TRAFFIC LIGHT IN LESLIE, GO SOUTH AND EAST 1.1 MILES ON U. S. ROUTE NF1383'127 TO POINT WHERE IT TURNS NF1383'SOUTH, CONTINUE STRAIGHT AHEAD 1.0 MILE ON COUNTY ROUTE NF1383'204 TO CROSSROADS, AND PROCEED SOUTH 3/4 NF1383'MILE TO CREST OF RIDGE JUST SOUTH OF ZAKRZEWSKIS NF1383'TWO-STORY HOUSE ON WEST SIDE OF ROAD. SURFACE AND NF1383'UNDERGROUND MARKS ARE NF1383'STANDARD DISK STATION MARKS IN CONCRETE, NOTES 1A AND 7A. SURFACE NF1383'MARK IS 12 INCHES BELOW NF1383'SURFACE. REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE NF1383'DISKS IN CONCRETE, NOTE 11A. NO. NF1383'1 PROJECTS 4 INCHES, IS 1 FOOT NORTH OF PROPERTY-LINE NF1383'FENCE, 76 FEET EAST OF CENTER LINE OF ROAD, 48 FEET NF1383'EAST OF RIGHT-OF-WAY FENCE, NF1383'AND 137.65 FEET FROM STATION IN AZIMUTH 2 DEG 19 MIN. NO. 2 PROJECTS NF1383'5 INCHES, IS 29 FEET EAST OF NF1383'CENTER LINE OF ROAD, AND 86.31 FEET FROM STATION IN AZIMUTH 141 DEG NF1383'49 MIN. AZIMUTH MARK PROJECTS 8 NF1383'INCHES, IS ON RIGHT-OF-WAY OF FIRST ROAD SOUTH OF STATION, NF1383'1 FOOT SOUTH OF FENCE, 30 FEET NORTH OF NF1383'CENTER LINE OF ROAD, 150 FEET EAST OF CENTER NF1383'LINE OF NORTH-AND-SOUTH ROAD WHICH GOES BY STATION, AND NF1383'APPROXIMATELY 0.25 MILE FROM NF1383'STATION IN AZIMUTH 356 DEG 57 MIN 32 SEC. NF1383 NF1383 STATION RECOVERY (1970) NF1383 NF1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC) NF1383'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK WERE NF1383'RECOVERED IN GOOD CONDITION. THE DIRECTION TO REFERENCE MARK 1 NF1383'CHECKED, BUT A DISCREPANCY OF .05 OF A FOOT LONGER WAS FOUND IN THE NF1383'1932 DISTANCE AND CONFIRMED. THE DISTANCE TO REFERENCE MARK 2 NF1383'CHECKED, BUT A DISCREPANCY OF 1 MINUTE 35 SECONDS HIGHER WAS NF1383'FOUND IN THE 1932 DIRECTION. NF1383' NF1383'DUE TO AN OVERHEAD POWER LINE REFERENCE MARK 3 WAS ESTABLISHED AND NF1383'OCCUPIED. FOLLOWING IS A COMPLETE AND NEW DESCRIPTION. NF1383' NF1383'THE STATION IS 2 MILES SOUTHEAST OF LESLIE, 1-1/4 MILES NORTH OF THE NF1383'INGHAM-JACKSON COUNTY LINE AND ON PROPERTY OF MR. WILLIAM R. LOVE. NF1383' NF1383'TO REACH THE STATION FROM THE POST OFFICE IN LESLIE, GO SOUTH ON MAIN NF1383'STREET FOR 0.15 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO EAST ON NF1383'MILL STREET AND FITCHBURG ROAD FOR 1.0 MILE TO A SIDE ROAD RIGHT. NF1383'CONTINUE EAST ON FITCHBURG ROAD FOR 1.0 MILE TO A CROSSROAD. TURN NF1383'RIGHT AND GO SOUTH ON WRIGHT ROAD FOR 0.45 MILE TO THE HOME OF NF1383'MR. LOVE ON THE RIGHT. CONTINUE SOUTH ON WRIGHT ROAD FOR 0.05 NF1383'MILE TO THE STATION ON THE LEFT. NF1383' NF1383'THE STATION MARK, A STANDARD DISK STAMPED ZAKRZEWSKI 1932, IS SET IN NF1383'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT 12 INCHES BELOW THE NF1383'GROUND SURFACE. IT IS 135 FEET NORTH OF AN EAST-WEST WIRE FENCE, NF1383'58 FEET EAST OF A NORTH-SOUTH WIRE FENCE, 52.5 FEET SOUTH OF A NF1383'POWER LINE POLE AND DIRECTLY BENEATH A POWER LINE. NF1383' NF1383'REFERENCE MARK 1, A STANDARD DISK STAMPED ZAKRZEWSKI NO 1 1932, IS NF1383'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 NF1383'INCHES ABOVE THE GROUND SURFACE. IT IS 76 FEET EAST OF THE NF1383'CENTER OF WRIGHT ROAD, 48 FEET EAST OF A FENCE CORNER AND 1 FOOT NF1383'NORTH OF THE EAST-WEST WIRE FENCE. NF1383' NF1383'REFERENCE MARK 2, A STANDARD DISK STAMPED ZAKRZEWSKI NO 2 1932, IS NF1383'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE NF1383'GROUND SURFACE. IT IS 76 FEET NORTH OF A METAL WITNESS POST, 36 FEET NF1383'EAST OF THE CENTER OF WRIGHT ROAD AND 5 FEET EAST OF THE NORTH-SOUTH NF1383'WIRE FENCE. NF1383' NF1383'REFERENCE MARK 3, A STANDARD DISK STAMPED ZAKRZEWSKI 1932 NO 3 1970, NF1383'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH NF1383'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE. IT IS 30 FEET EAST OF NF1383'THE CENTER OF WRIGHT ROAD, 6 FEET NORTH OF THE METAL WITNESS POST AND NF1383'IN THE NORTH-SOUTH FENCE LINE. NF1383' NF1383'THE AZIMUTH MARK, A STANDARD REFERENCE DISK STAMPED ZAKRZEWSKI 1932 NF1383'AZIMUTH, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE NF1383'MONUMENT WHICH PROJECTS 8 INCHES ABOVE THE GROUND SURFACE. IT IS 30 NF1383'FEET NORTH OF THE CENTER OF OLDS ROAD, 18.9 FEET NORTHWEST OF THE NF1383'NORTH END OF A METAL CULVERT AND 1 FOOT NORTH OF A METAL WITNESS NF1383'POST. NF1383' NF1383'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON WRIGHT ROAD NF1383'FOR 0.3 MILE TO A T-ROAD. TURN LEFT AND GO EAST ON OLDS ROAD FOR NF1383'150 FEET TO THE MARK ON THE LEFT. NF1383 NF1383 STATION RECOVERY (1976) NF1383 NF1383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (LHW) NF1383'THE STATION MARK, REFERENCE MARKS 1, 2, AND 3, AND THE AZIMUTH MARK NF1383'WERE RECOVERED IN GOOD CONDITION. AN AZIMUTH MARK 2 WAS ESTABLISHED NF1383'AT THIS TIME, AS THE ORIGINAL AZIMUTH MARK WAS NOT VISIBLE FROM THE NF1383'GROUND AT ZAKRZEWSKI RM 3. NF1383' NF1383'STATION ZAKRZEWSKI WAS NOT OCCUPIED AT THIS TIME. NF1383' NF1383'A LONGER DISTANCE OF 0.015 METER TO ZAKRZEWSKI RM 3, AND A LONGER NF1383'DISTANCE OF 0.005 METER TO RM 1 WERE NOTED AND VERIFIED. NF1383' NF1383'FOR A ROUTE TO REACH AND A MORE COMPLETE DESCRIPTION SEE THE NF1383'DESCRIPTION FOR ZAKRZEWSKI RM 3. NF1383' NF1383'A 1/2 INCH RE-ENFORCEMENT ROD WAS SET AT ALL SURFACE MARKS. NF1383' NF1383'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES SOUTHEAST NF1383'OF LESLIE. NF1383 NF1383 STATION RECOVERY (1983) NF1383 NF1383'RECOVERY NOTE BY US POWER SQUADRON 1983 (MTM) NF1383'ZAKRZEWSKI NO 1 1932 ALL FOUND - GOOD CONDITION. NF1383' NF1383'AZIMUTH MARK IN CORNFIELD - COULD NOT LOCATE. NF1383' NF1383'WITNESS STAICE APPARENTLY PLOWED UNDER. NF1383 NF1383 STATION RECOVERY (1991) NF1383 NF1383'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1991 NF1383'STATION IS LOCATED IN QUAD 420842, IN THE SOUTHEAST 1/4 OF SECTION 26, NF1383'T-1-N, R-1-W, LESLIE TOWNSHIP, INGHAM COUNTY. IT IS ABOUT 10 MILES NF1383'WEST OF STOCKBRIDGE, ABOUT 5-1/2 MILES NORTHEAST OF RIVES JUNCTION, NF1383'AND 1-1/2 MILES EAST OF LESLIE, AND ON THE LESLIE QUADRANGLE MAP. ON NF1383'THE PROPERTY OF MR. WILLIAM LOVE SR., 4818 WRIGHT ROAD, LESLIE, NF1383'MICHIGAN, 49251, PHONE 517-589-8136. NF1383'TO REACH THE STATION FROM THE MAIN STREET AND BELLEVUE ROAD NF1383'INTERSECTION AT THE CENTER OF LESLIE, GO SOUTH FOR 0.25 MI (0.40 KM) NF1383'ON MAIN STREET TO MILL STREET ON THE LEFT, TURN LEFT GOING EAST ON NF1383'MILL STREET (FITCHBURG ROAD AT CITY LIMIT) FOR 1.0 MI (1.6 KM) TO A NF1383'CROSSROAD (WRIGHT ROAD), TURN RIGHT GOING SOUTH FOR 0.45 MI NF1383'(0.72 KM) TO THE LOVE RESIDENCE ON THE RIGHT, CONTINUE SOUTH FOR NF1383'0.05 MI (0.08 KM) TO THE STATION ON THE LEFT AS DESCRIBED. NF1383'STATION IS RECESSED 34 CM BELOW THE GROUND SURFACE. IT IS LOCATED NF1383'136.0 FT (41.5 M) NORTH OF A POWER POLE, 88.0 FT (26.8 M) EAST OF THE NF1383'CENTERLINE OF WRIGHT ROAD, 58.0 FT (17.7 M) EAST OF A NORTH-SOUTH NF1383'FENCE LINE, 52.5 FT (16.0 M) SOUTH OF A POWER POLE, AND DIRECTLY NF1383'BENEATH THE POWER LINES. NF1383 NF1383 STATION RECOVERY (2005) NF1383 NF1383'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAD) NF1383'MARK NOT FOUND.