1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 ME0077 *********************************************************************** ME0077 DESIGNATION - PTS 55 Y ME0077 PID - ME0077 ME0077 STATE/COUNTY- MI/BERRIEN ME0077 USGS QUAD - NILES WEST (1980) ME0077 ME0077 *CURRENT SURVEY CONTROL ME0077 ___________________________________________________________________ ME0077* NAD 83(1986)- 41 49 46. (N) 086 15 17. (W) SCALED ME0077* NAVD 88 - 209.698 (meters) 687.98 (feet) ADJUSTED ME0077 ___________________________________________________________________ ME0077 GEOID HEIGHT- -33.61 (meters) GEOID03 ME0077 DYNAMIC HT - 209.622 (meters) 687.73 (feet) COMP ME0077 MODELED GRAV- 980,253.3 (mgal) NAVD 88 ME0077 OBS GRAVITY - 980,262.8 (mgal) GRAV_OBS ME0077 ME0077 VERT ORDER - FIRST CLASS II ME0077 ME0077.The horizontal coordinates were scaled from a topographic map and have ME0077.an estimated accuracy of +/- 6 seconds. ME0077 ME0077.The orthometric height was determined by differential leveling ME0077.and adjusted by the National Geodetic Survey in June 1991. ME0077 ME0077.The geoid height was determined by GEOID03. ME0077 ME0077.The dynamic height is computed by dividing the NAVD 88 ME0077.geopotential number by the normal gravity value computed on the ME0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ME0077.degrees latitude (g = 980.6199 gals.). ME0077 ME0077.The modeled gravity was interpolated from observed gravity values. ME0077.The observed gravity was obtained from relative gravimeter ties ME0077.to the IGSN71 gravity network. ME0077 ME0077; North East Units Estimated Accuracy ME0077;SPC MI S - 38,350. 3,843,160. MT (+/- 180 meters Scaled) ME0077 ME0077 SUPERSEDED SURVEY CONTROL ME0077 ME0077 NGVD 29 (??/??/92) 209.838 (m) 688.44 (f) ADJ UNCH 1 2 ME0077 ME0077.Superseded values are not recommended for survey control. ME0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ME0077.See file dsdata.txt to determine how the superseded data were derived. ME0077 ME0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM618311(NAD 83) ME0077_MARKER: DD = SURVEY DISK ME0077_SETTING: 31 = POST OFFICE STEPS ME0077_STAMPING: PT STA 55 Y 1925 ME0077_MARK LOGO: USGS ME0077_MAGNETIC: N = NO MAGNETIC MATERIAL ME0077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY ME0077_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR ME0077+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004 ME0077 ME0077 HISTORY - Date Condition Report By ME0077 HISTORY - 1925 MONUMENTED USGS ME0077 HISTORY - 1934 GOOD USGS ME0077 HISTORY - 1987 GOOD USPSQD ME0077 HISTORY - 19941125 GOOD USPSQD ME0077 HISTORY - 20030513 GOOD NGS ME0077 HISTORY - 20040727 GOOD ADVGEO ME0077 ME0077 STATION DESCRIPTION ME0077 ME0077'DESCRIBED BY US GEOLOGICAL SURVEY 1925 ME0077'AT NILES. ME0077'AT NILES, BERRIEN COUNTY, AT THE EAST ENTRANCE TO THE POST OFFICE, ME0077'IN THE NORTH END OF THE TOP STEP, AND NEAR THE PAINTED LETTERS ME0077'U.S. 687.8 PBM. A UNITED STATES GEOLOGICAL SURVEY STANDARD ME0077'DISK, STAMPED PT STA 55 Y 1925. ME0077 ME0077 STATION RECOVERY (1934) ME0077 ME0077'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 ME0077'RECOVERED IN GOOD CONDITION. ME0077 ME0077 STATION RECOVERY (1987) ME0077 ME0077'RECOVERY NOTE BY US POWER SQUADRON 1987 (JPH) ME0077'RECOVERED IN GOOD CONDITION. ME0077 ME0077 STATION RECOVERY (1994) ME0077 ME0077'RECOVERY NOTE BY US POWER SQUADRON 1994 ME0077'RECOVERED IN GOOD CONDITION. ME0077 ME0077 STATION RECOVERY (2003) ME0077 ME0077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR) ME0077'RECOVERED IN GOOD CONDITION. NOTE--ADD THE FOLLOWING ADDITIONS. THE ME0077'OLD DESCRIPTION STATES THAT THE MARK IS AT THE EAST ENTRANCE TO THE ME0077'POST OFFICE. THIS BUILDING IS NOW THE LANDMARK PLAZA, WHICH AT THIS ME0077'DATE HOUSES THE CITY OF NILES UTILITIES DEPARTMENT, THE EDWARD JONES ME0077'INVESTMENTS COMPANY AND THE METROPOLITAN TITLE COMPANY AMONG OTHERS. ME0077' ME0077'THE MARK IS SET IN THE TOP STEP TO THE EAST ENTRANCE, AND IS AT THE ME0077'CORNER OF MAIN AND FOURTH STREET. ME0077' ME0077'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN. ME0077 ME0077 STATION RECOVERY (2004) ME0077 ME0077'RECOVERY NOTE BY ADVANCED GEOMATICS 2004 (MAN) ME0077'RECOVERED AT THE EAST ENTRANCE TO THE POST OFFICE, IN THE NORTH END OF ME0077'THE -BOTTOM- STEP. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 ME0076 *********************************************************************** ME0076 DESIGNATION - S 23 ME0076 PID - ME0076 ME0076 STATE/COUNTY- MI/BERRIEN ME0076 USGS QUAD - NILES WEST (1980) ME0076 ME0076 *CURRENT SURVEY CONTROL ME0076 ___________________________________________________________________ ME0076* NAD 83(1986)- 41 49 39. (N) 086 15 25. (W) SCALED ME0076* NAVD 88 - 200.398 (meters) 657.47 (feet) ADJUSTED ME0076 ___________________________________________________________________ ME0076 GEOID HEIGHT- -33.62 (meters) GEOID03 ME0076 DYNAMIC HT - 200.325 (meters) 657.23 (feet) COMP ME0076 MODELED GRAV- 980,253.1 (mgal) NAVD 88 ME0076 ME0076 VERT ORDER - FIRST CLASS II ME0076 ME0076.The horizontal coordinates were scaled from a topographic map and have ME0076.an estimated accuracy of +/- 6 seconds. ME0076 ME0076.The orthometric height was determined by differential leveling ME0076.and adjusted by the National Geodetic Survey in June 1991. ME0076 ME0076.The geoid height was determined by GEOID03. ME0076 ME0076.The dynamic height is computed by dividing the NAVD 88 ME0076.geopotential number by the normal gravity value computed on the ME0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ME0076.degrees latitude (g = 980.6199 gals.). ME0076 ME0076.The modeled gravity was interpolated from observed gravity values. ME0076 ME0076; North East Units Estimated Accuracy ME0076;SPC MI S - 38,140. 3,842,970. MT (+/- 180 meters Scaled) ME0076 ME0076 SUPERSEDED SURVEY CONTROL ME0076 ME0076 NGVD 29 (??/??/92) 200.538 (m) 657.93 (f) ADJ UNCH 1 2 ME0076 ME0076.Superseded values are not recommended for survey control. ME0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ME0076.See file dsdata.txt to determine how the superseded data were derived. ME0076 ME0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM617308(NAD 83) ME0076_MARKER: DB = BENCH MARK DISK ME0076_SETTING: 36 = BUILDING FOUNDATION ME0076_STAMPING: 657.932 S 23 1930 ME0076_MARK LOGO: CGS ME0076_MAGNETIC: N = NO MAGNETIC MATERIAL ME0076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL ME0076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR ME0076+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004 ME0076 ME0076 HISTORY - Date Condition Report By ME0076 HISTORY - 1930 MONUMENTED CGS ME0076 HISTORY - 1944 GOOD USGS ME0076 HISTORY - 1976 GOOD MIDH ME0076 HISTORY - 1987 GOOD USPSQD ME0076 HISTORY - 20030513 GOOD NGS ME0076 HISTORY - 20040727 GOOD ADVGEO ME0076 ME0076 STATION DESCRIPTION ME0076 ME0076'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 ME0076'AT NILES. ME0076'AT NILES, BERRIEN COUNTY, ON THE CLEVELAND, CINCINNATI, CHICAGO ME0076'AND ST. LOUIS RAILWAY, SOUTHEAST OF THE BROADWAY CROSSING, AT ME0076'THE CITY GARAGE, IN THE NORTH END OF THE WEST FACE OF THE ME0076'CONCRETE FOUNDATION, 16 FEET EAST OF THE EAST RAIL, AND ABOUT ME0076'2 FEET ABOVE THE GROUND. A STANDARD DISK, STAMPED 657.932 S 23 ME0076'1930. ME0076 ME0076 STATION RECOVERY (1944) ME0076 ME0076'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1944 ME0076'RECOVERED IN GOOD CONDITION. ME0076 ME0076 STATION RECOVERY (1976) ME0076 ME0076'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976 ME0076'RECOVERED IN GOOD CONDITION. ME0076 ME0076 STATION RECOVERY (1987) ME0076 ME0076'RECOVERY NOTE BY US POWER SQUADRON 1987 (JPH) ME0076'RECOVERED IN GOOD CONDITION. ME0076 ME0076 STATION RECOVERY (2003) ME0076 ME0076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR) ME0076'RECOVERED IN GOOD CONDITION. NOTE--ADD THE FOLLOWING ASSITIONS. ME0076'STATION IS LOCATED IN E SOUTHEAST QUADRANT OF THE INTERSECTION OF ME0076'SECOND STREET AND BROADWAY STREET. THIS OLD BUILDING IS NOW ATTACHED ME0076'TO THE NEWER CITY POLICE AND FIRE DEPARTMENT BUILDING OF NILES, ME0076'MICHIGAN. ME0076' ME0076'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN. ME0076 ME0076 STATION RECOVERY (2004) ME0076 ME0076'RECOVERY NOTE BY ADVANCED GEOMATICS 2004 (MAN) ME0076'RAILWAY NO LONGER EXIST, REPLACED BY BIKE PATH AND FOUND DIRECTLY ME0076'ACROSS FROM 2ND STREET. ME0076' ME0076'ELEVATION WAS MEASURED TO BE 200.311 (METERS) FROM STATIONS ME0078 AND ME0076'ME0077. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 ME0078 *********************************************************************** ME0078 DESIGNATION - T 23 ME0078 PID - ME0078 ME0078 STATE/COUNTY- MI/BERRIEN ME0078 USGS QUAD - NILES WEST (1980) ME0078 ME0078 *CURRENT SURVEY CONTROL ME0078 ___________________________________________________________________ ME0078* NAD 83(1986)- 41 50 07. (N) 086 15 31. (W) SCALED ME0078* NAVD 88 - 197.749 (meters) 648.78 (feet) ADJUSTED ME0078 ___________________________________________________________________ ME0078 GEOID HEIGHT- -33.61 (meters) GEOID03 ME0078 DYNAMIC HT - 197.676 (meters) 648.54 (feet) COMP ME0078 MODELED GRAV- 980,254.0 (mgal) NAVD 88 ME0078 ME0078 VERT ORDER - FIRST CLASS II ME0078 ME0078.The horizontal coordinates were scaled from a topographic map and have ME0078.an estimated accuracy of +/- 6 seconds. ME0078 ME0078.The orthometric height was determined by differential leveling ME0078.and adjusted by the National Geodetic Survey in June 1991. ME0078 ME0078.The geoid height was determined by GEOID03. ME0078 ME0078.The dynamic height is computed by dividing the NAVD 88 ME0078.geopotential number by the normal gravity value computed on the ME0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ME0078.degrees latitude (g = 980.6199 gals.). ME0078 ME0078.The modeled gravity was interpolated from observed gravity values. ME0078 ME0078; North East Units Estimated Accuracy ME0078;SPC MI S - 39,010. 3,842,850. MT (+/- 180 meters Scaled) ME0078 ME0078 SUPERSEDED SURVEY CONTROL ME0078 ME0078 NGVD 29 (??/??/92) 197.889 (m) 649.24 (f) ADJ UNCH 1 2 ME0078 ME0078.Superseded values are not recommended for survey control. ME0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ME0078.See file dsdata.txt to determine how the superseded data were derived. ME0078 ME0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM615317(NAD 83) ME0078_MARKER: DB = BENCH MARK DISK ME0078_SETTING: 38 = BRIDGE PIER ME0078_STAMPING: 649.241 T 23 1930 ME0078_MARK LOGO: CGS ME0078_MAGNETIC: N = NO MAGNETIC MATERIAL ME0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL ME0078_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR ME0078+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2004 ME0078 ME0078 HISTORY - Date Condition Report By ME0078 HISTORY - 1930 MONUMENTED CGS ME0078 HISTORY - 1944 MARK NOT FOUND NGS ME0078 HISTORY - 1976 GOOD MIDH ME0078 HISTORY - 1987 GOOD USPSQD ME0078 HISTORY - 19941125 GOOD USPSQD ME0078 HISTORY - 20020425 GOOD INDIV ME0078 HISTORY - 20030513 GOOD NGS ME0078 HISTORY - 20040727 GOOD ADVGEO ME0078 ME0078 STATION DESCRIPTION ME0078 ME0078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944 ME0078'AT NILES. ME0078'AT NILES, BERRIEN COUNTY, ABOUT 150 YARDS NORTH OF THE CLEVELAND, ME0078'CINCINNATI, CHICAGO AND ST. LOUIS RAILWAY STATION, AT THE ME0078'MICHIGAN CENTRAL RAILROAD BRIDGE OVER ST. JOSEPH RIVER, THE ME0078'C.C.C. AND ST. L. RAILWAY AND FRONT STREET, IN THE SOUTH END OF ME0078'THE CONCRETE PIER, NEAR POLE 2515, AND 22 FEET WEST OF THE WEST ME0078'RAIL. A STANDARD DISK, STAMPED 649.241 T 23 1930. NOTE-- IT ME0078'WAS REPORTED IN MAY 1944 THAT THE RAILWAY STATION HAS BEEN ME0078'REMOVED AND A COAL YARD IS LOCATED AT THE SITE. ME0078 ME0078 STATION RECOVERY (1976) ME0078 ME0078'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976 ME0078'RECOVERED IN GOOD CONDITION. ME0078 ME0078 STATION RECOVERY (1987) ME0078 ME0078'RECOVERY NOTE BY US POWER SQUADRON 1987 (JPH) ME0078'RECOVERED IN GOOD CONDITION. ME0078 ME0078 STATION RECOVERY (1994) ME0078 ME0078'RECOVERY NOTE BY US POWER SQUADRON 1994 ME0078'RECOVERED IN GOOD CONDITION. ME0078 ME0078 STATION RECOVERY (2002) ME0078 ME0078'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JLW) ME0078'RECOVERED IN GOOD CONDITION. ME0078 ME0078 STATION RECOVERY (2003) ME0078 ME0078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR) ME0078'RECOVERED IN GOOD CONDITION. NOTE--ADD THE FOLLOWING ADDITIONS. THE ME0078'STATION WAS FOUND IN GOOD CONDITION AND IS LOCATED AT THE ME0078'INTERSECTION FOR FRONT STREET AND WAYNE STREETS. IT IS CEMENTED IN A ME0078'DRILL HOLE IN THE SOUTH END OF THE CONCRETE PEIR WHICH IS WEST OF ME0078'FRONT STREET ABOUT LEVEL WITH THE STREET. ME0078' ME0078'RECOVERED BY RONALD L. RAMSEY, NGS GEODETIC ADVISOR - MICHIGAN. ME0078 ME0078 STATION RECOVERY (2004) ME0078 ME0078'RECOVERY NOTE BY ADVANCED GEOMATICS 2004 (MAN) ME0078'COAL YARD NO LONGER EXIST AND HAS BEEN REPLACED BY A PARK 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 ME0079 *********************************************************************** ME0079 DESIGNATION - U 23 ME0079 PID - ME0079 ME0079 STATE/COUNTY- MI/BERRIEN ME0079 USGS QUAD - NILES WEST (1980) ME0079 ME0079 *CURRENT SURVEY CONTROL ME0079 ___________________________________________________________________ ME0079* NAD 83(1986)- 41 52 14. (N) 086 16 37. (W) SCALED ME0079* NAVD 88 - 218.765 (meters) 717.73 (feet) ADJUSTED ME0079 ___________________________________________________________________ ME0079 GEOID HEIGHT- -33.61 (meters) GEOID03 ME0079 DYNAMIC HT - 218.686 (meters) 717.47 (feet) COMP ME0079 MODELED GRAV- 980,257.8 (mgal) NAVD 88 ME0079 ME0079 VERT ORDER - FIRST CLASS II ME0079 ME0079.The horizontal coordinates were scaled from a topographic map and have ME0079.an estimated accuracy of +/- 6 seconds. ME0079 ME0079.The orthometric height was determined by differential leveling ME0079.and adjusted by the National Geodetic Survey in June 1991. ME0079 ME0079.The geoid height was determined by GEOID03. ME0079 ME0079.The dynamic height is computed by dividing the NAVD 88 ME0079.geopotential number by the normal gravity value computed on the ME0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ME0079.degrees latitude (g = 980.6199 gals.). ME0079 ME0079.The modeled gravity was interpolated from observed gravity values. ME0079 ME0079; North East Units Estimated Accuracy ME0079;SPC MI S - 42,960. 3,841,420. MT (+/- 180 meters Scaled) ME0079 ME0079 SUPERSEDED SURVEY CONTROL ME0079 ME0079 NGVD 29 (??/??/92) 218.901 (m) 718.18 (f) ADJ UNCH 1 2 ME0079 ME0079.Superseded values are not recommended for survey control. ME0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ME0079.See file dsdata.txt to determine how the superseded data were derived. ME0079 ME0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM600356(NAD 83) ME0079_MARKER: DB = BENCH MARK DISK ME0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ME0079_STAMPING: 718.178 U 23 1930 ME0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ME0079+STABILITY: SURFACE MOTION ME0079 ME0079 HISTORY - Date Condition Report By ME0079 HISTORY - 1930 MONUMENTED CGS ME0079 HISTORY - 1934 GOOD USGS ME0079 HISTORY - 1976 GOOD MIDH ME0079 HISTORY - 1987 GOOD USPSQD ME0079 HISTORY - 20030517 MARK NOT FOUND NGS ME0079 ME0079 STATION DESCRIPTION ME0079 ME0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 ME0079'3 MI N FROM NILES. ME0079'3.0 MILES NORTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ME0079'ST. LOUIS RAILWAY FROM NILES, BERRIEN COUNTY, 0.2 MILE EAST OF ME0079'THE SOUTHWEST CORNER OF SEC. 10, T 7 S, R 17 W, BETWEEN POLES ME0079'2225 AND 2226, 28.8 FEET WEST OF THE WEST RAIL, AND 2.5 FEET ME0079'EAST OF THE WEST RIGHT-OF-WAY FENCE. A STANDARD DISK, STAMPED ME0079'718.178 U 23 1930 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ME0079'1 FOOT ABOVE GROUND. ME0079 ME0079 STATION RECOVERY (1934) ME0079 ME0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 ME0079'RECOVERED IN GOOD CONDITION. ME0079 ME0079 STATION RECOVERY (1976) ME0079 ME0079'RECOVERY NOTE BY MI DEPT OF HIGHWAYS 1976 ME0079'RECOVERED IN GOOD CONDITION. ME0079 ME0079 STATION RECOVERY (1987) ME0079 ME0079'RECOVERY NOTE BY US POWER SQUADRON 1987 (JPH) ME0079'RECOVERED IN GOOD CONDITION. ME0079 ME0079 STATION RECOVERY (2003) ME0079 ME0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (JDR) ME0079'STATION WAS SEARCH FOR AND NOT FOUND. 1 National Geodetic Survey, Retrieval Date = MARCH 3, 2005 ME0080 *********************************************************************** ME0080 DESIGNATION - V 23 ME0080 PID - ME0080 ME0080 STATE/COUNTY- MI/BERRIEN ME0080 USGS QUAD - BERRIEN SPRINGS (1980) ME0080 ME0080 *CURRENT SURVEY CONTROL ME0080 ___________________________________________________________________ ME0080* NAD 83(1994)- 41 55 27.40966(N) 086 16 53.32456(W) ADJUSTED ME0080* NAVD 88 - 235.230 (meters) 771.75 (feet) ADJUSTED ME0080 ___________________________________________________________________ ME0080 X - 308,240.500 (meters) COMP ME0080 Y - -4,742,766.473 (meters) COMP ME0080 Z - 4,239,484.694 (meters) COMP ME0080 LAPLACE CORR- 3.12 (seconds) DEFLEC99 ME0080 ELLIP HEIGHT- 201.59 (meters) (11/27/02) GPS OBS ME0080 GEOID HEIGHT- -33.59 (meters) GEOID03 ME0080 DYNAMIC HT - 235.146 (meters) 771.47 (feet) COMP ME0080 MODELED GRAV- 980,263.3 (mgal) NAVD 88 ME0080 ME0080 HORZ ORDER - FIRST ME0080 VERT ORDER - FIRST CLASS II ME0080 ELLP ORDER - FOURTH CLASS I ME0080 ME0080.The horizontal coordinates were established by GPS observations ME0080.and adjusted by the National Geodetic Survey in November 2002. ME0080 ME0080.The orthometric height was determined by differential leveling ME0080.and adjusted by the National Geodetic Survey in June 1991. ME0080 ME0080.The X, Y, and Z were computed from the position and the ellipsoidal ht. ME0080 ME0080.The Laplace correction was computed from DEFLEC99 derived deflections. ME0080 ME0080.The ellipsoidal height was determined by GPS observations ME0080.and is referenced to NAD 83. ME0080 ME0080.The geoid height was determined by GEOID03. ME0080 ME0080.The dynamic height is computed by dividing the NAVD 88 ME0080.geopotential number by the normal gravity value computed on the ME0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 ME0080.degrees latitude (g = 980.6199 gals.). ME0080 ME0080.The modeled gravity was interpolated from observed gravity values. ME0080 ME0080; North East Units Scale Factor Converg. ME0080;SPC MI S - 48,935.518 3,841,174.750 MT 1.00004623 -1 18 11.1 ME0080;UTM 16 - 4,641,618.829 559,576.861 MT 0.99964367 +0 28 48.3 ME0080 ME0080! - Elev Factor x Scale Factor = Combined Factor ME0080!SPC MI S - 0.99996838 x 1.00004623 = 1.00001461 ME0080!UTM 16 - 0.99996838 x 0.99964367 = 0.99961206 ME0080 ME0080 SUPERSEDED SURVEY CONTROL ME0080 ME0080 ELLIP H (07/17/02) 201.65 (m) GP( ) 4 1 ME0080 NAD 83(1994)- 41 55 27.40957(N) 086 16 53.32464(W) AD( ) 1 ME0080 ELLIP H (03/18/02) 201.60 (m) GP( ) 4 1 ME0080 NAD 83(1994)- 41 55 27.40999(N) 086 16 53.32312(W) AD( ) 1 ME0080 ELLIP H (02/03/97) 201.66 (m) GP( ) 4 1 ME0080 NAD 83(1986)- 41 55 27.41251(N) 086 16 53.33416(W) AD( ) 1 ME0080 NAD 83(1986)- 41 55 27.41391(N) 086 16 53.33215(W) AD( ) 3 ME0080 NAVD 88 (09/30/91) 235.23 (m) 771.8 (f) LEVELING 3 ME0080 NGVD 29 (??/??/92) 235.358 (m) 772.17 (f) ADJ UNCH 1 2 ME0080 ME0080.Superseded values are not recommended for survey control. ME0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. ME0080.See file dsdata.txt to determine how the superseded data were derived. ME0080 ME0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TEM5957741619(NAD 83) ME0080_MARKER: DB = BENCH MARK DISK ME0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT ME0080_STAMPING: V 23 1930 772.170 ME0080_MARK LOGO: CGS ME0080_PROJECTION: FLUSH ME0080_MAGNETIC: N = NO MAGNETIC MATERIAL ME0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO ME0080+STABILITY: SURFACE MOTION ME0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR ME0080+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004 ME0080 ME0080 HISTORY - Date Condition Report By ME0080 HISTORY - 1930 MONUMENTED CGS ME0080 HISTORY - 1934 GOOD USGS ME0080 HISTORY - 1987 MARK NOT FOUND USPSQD ME0080 HISTORY - 19890219 GOOD NGS ME0080 HISTORY - 19910613 GOOD NGS ME0080 HISTORY - 20010529 GOOD WOOLPT ME0080 HISTORY - 20040517 GOOD NGS ME0080 ME0080 STATION DESCRIPTION ME0080 ME0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 ME0080'6.8 MI N FROM NILES. ME0080'6.8 MILES NORTH ALONG THE CLEVELAND, CINCINNATI, CHICAGO AND ME0080'ST. LOUIS RAILWAY FROM NILES, BERRIEN COUNTY, ABOUT 2-1/4 MILES ME0080'SOUTH OF BERRIEN CENTER, BETWEEN POLES 1836 AND 1837 (NEARER TO ME0080'POLE 1836), AT A ROAD CROSSING, 53.5 FEET SOUTH OF THE CENTERLINE ME0080'OF THE ROAD, 35.4 FEET WEST OF THE WEST RAIL, AND 2 FEET EAST ME0080'OF THE WEST RIGHT-OF-WAY FENCE. A STANDARD DISK, STAMPED ME0080'772.170 V 23 1930 AND SET IN THE TOP OF A CONCRETE POST ME0080'PROJECTING 6 INCHES ABOVE GROUND. ME0080 ME0080 STATION RECOVERY (1934) ME0080 ME0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934 ME0080'RECOVERED IN GOOD CONDITION. ME0080 ME0080 STATION RECOVERY (1987) ME0080 ME0080'RECOVERY NOTE BY US POWER SQUADRON 1987 (JPH) ME0080'MARK NOT FOUND. ME0080 ME0080 STATION RECOVERY (1989) ME0080 ME0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 ME0080'THE STATION IS LOCATED ABOUT 18.4 KM (11.45 MI) SOUTHWEST OF DOWAGIAC, ME0080'9.8 KM (6.10 MI) NORTHEAST OF BUCHANAN AND 6.7 KM (4.15 MI) ME0080'NORTH-NORTHWEST OF NILES. OWNERSHIP--BERRIEN COUNTY. ME0080'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 31 AND 33 AND ME0080'STATE HIGHWAY 140 ABOUT 3.2 KM (2.00 MI) NORTH OF NILES, GO NORTH ON ME0080'HIGHWAY 140 FOR 7.99 KM (4.95 MI) TO A GRAVELED ROAD ON THE LEFT. TURN ME0080'LEFT AND GO WEST ON TRUE ROAD FOR 0.8 KM (0.50 MI) TO A GRAVELED ME0080'CROSSROAD (0LD RAILROAD GRADE) AND THE STATION ON THE LEFT. ME0080'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE ME0080'MONUMENT THAT IS FLUSH WITH THE GROUND. LOCATED 17.1 M (56.1 FT) ME0080'SOUTH OF THE CENTER OF TRUE ROAD, 11.6 M (38.1 FT) WEST OF THE CENTER ME0080'OF THE GRAVELED ROAD, 10.1 M (33.1 FT) SOUTH OF A FENCE CORNER, 0.6 M ME0080'(2.0 FT) EAST OF A FENCE AND 0.4 M (1.3 FT) SOUTHEAST OF A CARSONITE ME0080'WITNESS POST. ME0080'DESCRIBED BY E.J. HANSMANN. ME0080 ME0080 STATION RECOVERY (1991) ME0080 ME0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 ME0080'THE STATION IS LOCATED ABOUT 18.4 KM (11.4 MI) SOUTHWEST OF DOWAGIAC, ME0080'9.8 KM (6.1 MI) NORTHEAST OF BUCHANAN AND 6.7 KM (4.2 MI) ME0080'NORTH-NORTHWEST OF NILES. OWNERSHIP--BERRIEN COUNTY. ME0080'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 31 AND 33 AND ME0080'STATE HIGHWAY 140 ABOUT 3.2 KM (2.0 MI) NORTH OF NILES, GO NORTH ON ME0080'HIGHWAY 140 FOR 7.99 KM (4.96 MI) TO A GRAVEL ROAD ON THE LEFT. TURN ME0080'LEFT AND GO WEST ON TRUE ROAD FOR 0.8 KM (0.5 MI) TO THE STATION ON ME0080'THE LEFT JUST PAST A GRAVEL CROSSROAD (0LD RAILROAD GRADE). ME0080'THE STATION IS A STANDARD CGS DISK SET IN THE TOP OF A SQUARE CONCRETE ME0080'MONUMENT THAT IS FLUSH WITH THE GROUND. LOCATED 17.1 M (56.1 FT) ME0080'SOUTH OF THE CENTER OF TRUE ROAD, 11.6 M (38.1 FT) WEST OF THE CENTER ME0080'OF THE GRAVEL ROAD, 10.1 M (33.1 FT) SOUTH OF A FENCE CORNER, 0.6 M ME0080'(2.0 FT) EAST OF A FENCE AND 0.4 M (1.3 FT) SOUTHEAST OF A CARSONITE ME0080'WITNESS POST. ME0080 ME0080 STATION RECOVERY (2001) ME0080 ME0080'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2001 (BJM) ME0080'RECOVERED AS DESCRIBED. ME0080' ME0080' ME0080' ME0080 ME0080 STATION RECOVERY (2004) ME0080 ME0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (JDR) ME0080'RECOVERED AS DESCRIBED.