1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 JC1730 *********************************************************************** JC1730 DESIGNATION - BADE JC1730 PID - JC1730 JC1730 STATE/COUNTY- MO/ST CHARLES JC1730 USGS QUAD - NEW MELLE (1972) JC1730 JC1730 *CURRENT SURVEY CONTROL JC1730 ___________________________________________________________________ JC1730* NAD 83(1997)- 38 39 23.19201(N) 090 56 23.60105(W) ADJUSTED JC1730* NAVD 88 - 255.9 (meters) 840. (feet) VERTCON JC1730 ___________________________________________________________________ JC1730 LAPLACE CORR- 0.15 (seconds) DEFLEC99 JC1730 GEOID HEIGHT- -31.34 (meters) GEOID99 JC1730 JC1730 HORZ ORDER - SECOND JC1730 JC1730.The horizontal coordinates were established by classical geodetic methods JC1730.and adjusted by the National Geodetic Survey in February 2000. JC1730 JC1730.The NAVD 88 height was computed by applying the VERTCON shift value to JC1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JC1730 JC1730.The Laplace correction was computed from DEFLEC99 derived deflections. JC1730 JC1730.The geoid height was determined by GEOID99. JC1730 JC1730; North East Units Scale Converg. JC1730;SPC MO E - 313,386.038 211,712.861 MT 0.99995138 -0 16 29.2 JC1730;UTM 15 - 4,280,666.243 679,256.636 MT 0.99999571 +1 17 13.9 JC1730 JC1730: Primary Azimuth Mark Grid Az JC1730:SPC MO E - NEW MELLE MUN WATER TANK 041 10 26.8 JC1730:UTM 15 - NEW MELLE MUN WATER TANK 039 36 43.7 JC1730 JC1730|---------------------------------------------------------------------| JC1730| PID Reference Object Distance Geod. Az | JC1730| dddmmss.s | JC1730| JC1731 NEW MELLE MUN WATER TANK APPROX. 8.3 KM 0405357.6 | JC1730| JC1719 WELDON SPRING ORD PLANT TANK APPROX.18.9 KM 0754317.3 | JC1730| CI2909 BADE RM 1 60.488 METERS 08728 | JC1730| CI2910 BADE RM 2 22.918 METERS 26526 | JC1730|---------------------------------------------------------------------| JC1730 JC1730 SUPERSEDED SURVEY CONTROL JC1730 JC1730 NAD 83(1997)- 38 39 23.19587(N) 090 56 23.60146(W) AD( ) 2 JC1730 NAD 83(1986)- 38 39 23.20985(N) 090 56 23.59960(W) AD( ) 2 JC1730 NAD 27 - 38 39 23.02719(N) 090 56 23.08819(W) AD( ) 2 JC1730 NGVD 29 - 255.9 (m) 840. (f) VERT ANG JC1730 JC1730.Superseded values are not recommended for survey control. JC1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC1730.See file dsdata.txt to determine how the superseded data were derived. JC1730 JC1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7925780666(NAD 83) JC1730_MARKER: DD = SURVEY DISK JC1730_SETTING: 0 = UNSPECIFIED SETTING JC1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC1730+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2002 JC1730 JC1730 HISTORY - Date Condition Report By JC1730 HISTORY - 1970 MONUMENTED USGS JC1730 HISTORY - 19910428 MARK NOT FOUND USPSQD JC1730 HISTORY - 20020709 GOOD CMT JC1730 JC1730 STATION DESCRIPTION JC1730 JC1730'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS) JC1730'STATION IS LOCATED ABOUT 3.5 MI N. AND 3 MI E. OF DUTZOW, ABOUT JC1730'3 MI W. AND 3.5 MI S. OF NEW MELLE, IN SEC. 17, T. 45 N., R. 1 JC1730'E., ON THE PROPERTY OF MR. FRED BADE AND ABOUT 150 YARDS S. OF JC1730'HIS HOUSE, NEAR HIS E.-W. PROPERTY LINE FENCE. JC1730' JC1730'TO REACH THE STATION FROM THE DUTZOW POST OFFICE, DRIVE NE. FOR JC1730'0.15 MI ON STATE HWY. 94 TO THE JCT. OF CO. HWY. TT, TURN LEFT JC1730'ONTO HWY. TT AND DRIVE NE. FOR 3.7 MI TO THE JCT. OF CO. HWY. T, JC1730'TURN RIGHT ONTO HWY. T AND DRIVE E. FOR 0.25 MI TO THE JCT. OF A JC1730'GRAVEL RD., TURN LEFT ONTO GRAVEL RD. AND DRIVE E. FOR 1.15 MI JC1730'TO A GRAVEL CROSSROADS, AT N. EDGE OF FEMME OSAGE, TURN LEFT JC1730'ONTO GRAVEL RD. AND DRIVE N. FOR 0.9 MI TO THE JCT. OF A PRIVATE JC1730'RD. LEADING E. AND STATION ON THE LEFT ALONG FENCE LINE. JC1730' JC1730'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED BADE JC1730'1970 CRIMPED ON 10 FT LENGTHS OF COPPER COATED ROD, DRIVEN IN JC1730'GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL. STATION MARK IS JC1730'12 IN. BELOW GROUND. REFERENCE MARKS ARE FLUSH WITH GROUND. JC1730' JC1730'STATION MARK IS 212 FT W. OF THE CENTER OF THE GRAVEL RD., 198 JC1730'FT W. OF A T-FENCE W. AND 6.5 FT N. OF THE E.-W. FENCE. JC1730' JC1730'REFERENCE MARK 1 IS 198.45 FT (60.488 M.) E. OF STATION, 14 FT JC1730'W. OF THE CENTER OF THE GRAVEL RD. AND JCT. OF THE PRIVATE JC1730'RD. E., 14 FT N. OF THE COR. OF THE T-FENCE W., AND 1.3 FT E. OF JC1730'THE W. RIGHT-OF-WAY FENCE AND A METAL WITNESS POST. JC1730' JC1730'REFERENCE MARK 2 IS 75.19 FT (22.918 M.) W. OF STATION AND 1 JC1730'FT N. OF E.-W. FENCE. JC1730' JC1730'DISTANCE REFERENCE MARK 1 TO REFERENCE MARK 2 IS 273.60 JC1730'FT. (83.394 M.) JC1730' JC1730'NO PLACE FOR AN AZIMUTH MARK COULD BE FOUND. JC1730 JC1730 STATION RECOVERY (1991) JC1730 JC1730'RECOVERY NOTE BY US POWER SQUADRON 1991 (JNS) JC1730'MARK NOT FOUND. JC1730 JC1730 STATION RECOVERY (2002) JC1730 JC1730'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS) JC1730'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 AC6153 *********************************************************************** AC6153 DESIGNATION - DIECKHAUS ECC AC6153 PID - AC6153 AC6153 STATE/COUNTY- MO/ST CHARLES AC6153 USGS QUAD - WASHINGTON EAST (1972) AC6153 AC6153 *CURRENT SURVEY CONTROL AC6153 ___________________________________________________________________ AC6153* NAD 83(1997)- 38 35 14.23025(N) 090 56 35.67305(W) ADJUSTED AC6153* NAVD 88 - 233.7 (meters) 767. (feet) GPS OBS AC6153 ___________________________________________________________________ AC6153 X - -82,181.154 (meters) COMP AC6153 Y - -4,991,513.637 (meters) COMP AC6153 Z - 3,956,734.093 (meters) COMP AC6153 LAPLACE CORR- 0.51 (seconds) DEFLEC99 AC6153 ELLIP HEIGHT- 202.54 (meters) (02/17/00) GPS OBS AC6153 GEOID HEIGHT- -31.21 (meters) GEOID99 AC6153 AC6153 HORZ ORDER - FIRST AC6153 ELLP ORDER - FOURTH CLASS I AC6153 AC6153.The horizontal coordinates were established by GPS observations AC6153.and adjusted by the National Geodetic Survey in February 2000. AC6153 AC6153.The orthometric height was determined by GPS observations and a AC6153.high-resolution geoid model. AC6153 AC6153.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC6153 AC6153.The Laplace correction was computed from DEFLEC99 derived deflections. AC6153 AC6153.The ellipsoidal height was determined by GPS observations AC6153.and is referenced to NAD 83. AC6153 AC6153.The geoid height was determined by GEOID99. AC6153 AC6153; North East Units Scale Converg. AC6153;SPC MO E - 305,711.011 211,383.924 MT 0.99995169 -0 16 35.2 AC6153;UTM 15 - 4,272,984.766 679,136.865 MT 0.99999519 +1 16 59.4 AC6153 AC6153 SUPERSEDED SURVEY CONTROL AC6153 AC6153 NAD 83(1997)- 38 35 14.23487(N) 090 56 35.67378(W) AD( ) 1 AC6153 NAD 83(1986)- 38 35 14.24721(N) 090 56 35.67272(W) AD( ) 1 AC6153 AC6153.Superseded values are not recommended for survey control. AC6153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AC6153.See file dsdata.txt to determine how the superseded data were derived. AC6153 AC6153_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC7913772985(NAD 83) AC6153_MARKER: I = METAL ROD AC6153_SETTING: 2 = COPPERWELD AND PLATE AC6153_STAMPING: DIECKHAUS ECC 1994 AC6153_MARK LOGO: MODNR AC6153_MAGNETIC: I = MARKER IS A STEEL ROD AC6153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY AC6153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC6153+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002 AC6153 AC6153 HISTORY - Date Condition Report By AC6153 HISTORY - 1994 MONUMENTED MODNR AC6153 HISTORY - 20020711 GOOD CMT AC6153 AC6153 STATION DESCRIPTION AC6153 AC6153'DESCRIBED BY MO DEPT OF NAT RES 1994 AC6153'THE STATION IS A 30 IN COPPERWELD AND PLATE FLUSH WITH THE GROUND. THE AC6153'AZIMUTH MARK (STA. DIECKHAUS, 1873) IS A CGS DISK STAMPED DICKHAUS, AC6153'1873 IN A 5 INCH IRON PIPE FILLED WITH CONCRETE AND PROJECTS 6 IN. AC6153'DIECKHAUS ECC 1994 IS LOCATED ON THE NORTHEAST SIDE OF A RIDGE ROAD AC6153'AND IN THE EAST HALF OF A CLEARING FOR A NE-SW PIPELINE AND ABOUT 465 AC6153'FT (141.7 M) S 57 E OF STATION DIECKHAUS, 1873. STATION DIECKHAUS 1873 AC6153'WAS USED AS THE AZIMUTH FOR DIECKHAUS ECC 1994. IT IS ON THE AC6153'NORTHWEST SIDE OF THE RIDGE ROAD 4.8 FT (1.5 M) SOUTH OF A METAL USCE AC6153'WITNESS POST AND 5 FT (1.5 M) WEST OF A CARSONITE WITNESS POST. TO AC6153'REACH STATION DIECKHAUS, 1873 FROM THE JUNCTION OF MO HWY. 94 WITH AC6153'ROUTE TT IN DUTZOW, MO, GO EASTERLY ON HWY. 94 FOR 2.5 MI (4.0 KM) TO AC6153'THE WARREN-ST. CHARLES COUNTY LINE. CONTINUE TO FOLLOW HWY. 94 EAST AC6153'FOR AN ADDITIONAL 0.8 MI (1.3 KM) TO A CROSSROAD INTERSECTION WITH AC6153'OSAGE RIDGE ROAD. TURN LEFT AND FOLLOW OSAGE RIDGE ROAD NORTHERLY FOR AC6153'1.35 MI (2.17 KM) WHERE BLACKTOP BECOMES A GRAVEL SURFACE. CONTINUE AC6153'NORTHERLY AND EASTERLY ON GRAVEL FOR 0.45 MI (0.72 KM) TO A PRIVATE AC6153'ENTRANCE ON RIGHT (SOUTH) WITH A MAILBOX WITH TWO DUCKS. TURN RIGHT AC6153'AND GO IN DRIVE FOR ABOUT 30 FT (9.1 M) AND VEER LEFT ONTO A WOODS AC6153'TRAIL ROAD SOUTH. FOLLOW WOODS TRAIL ROAD SOUTHERLY ALONG RIDGE FOR AC6153'0.9 MI (1.4 KM) TO STATION DIECKHAUS 1873 ON LEFT IN A CURVE TO AC6153'SOUTHEAST. CONTINUE SOUTHEASTERLY ON WOODS ROAD FOR 0.1 MI (0.2 KM) AC6153'TO A CLEARING FOR A PIPELINE AND STATION DIECKHAUS ECC 1994 ON THE AC6153'LEFT (NW) SIDE OF THE ROAD AND IN THE EAST HALF OF THE CLEARING AS AC6153'DESCRIBED. PROPERTY IS OWNED BY MR. CRAIG E. LABARGE, 707 N. 2ND AC6153'ST., ST. LOUIS, MO 63178. TEL 314/982-9421. DATE OF REPORT 12-18-1995 AC6153 AC6153 STATION RECOVERY (2002) AC6153 AC6153'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS) AC6153'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = MARCH 4, 2003 JC1728 *********************************************************************** JC1728 DESIGNATION - OSAGE JC1728 PID - JC1728 JC1728 STATE/COUNTY- MO/ST CHARLES JC1728 USGS QUAD - WASHINGTON EAST (1972) JC1728 JC1728 *CURRENT SURVEY CONTROL JC1728 ___________________________________________________________________ JC1728* NAD 83(1997)- 38 36 37.87327(N) 090 54 53.84495(W) ADJUSTED JC1728* NAVD 88 - 271.7 (meters) 891. (feet) VERTCON JC1728 ___________________________________________________________________ JC1728 LAPLACE CORR- 0.39 (seconds) DEFLEC99 JC1728 GEOID HEIGHT- -31.24 (meters) GEOID99 JC1728 JC1728 HORZ ORDER - SECOND JC1728 JC1728.The horizontal coordinates were established by classical geodetic methods JC1728.and adjusted by the National Geodetic Survey in February 2000. JC1728 JC1728.The NAVD 88 height was computed by applying the VERTCON shift value to JC1728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.) JC1728 JC1728.The Laplace correction was computed from DEFLEC99 derived deflections. JC1728 JC1728.The geoid height was determined by GEOID99. JC1728 JC1728; North East Units Scale Converg. JC1728;SPC MO E - 308,278.518 213,859.877 MT 0.99994941 -0 15 32.2 JC1728;UTM 15 - 4,275,618.859 681,542.123 MT 1.00000587 +1 18 05.3 JC1728 JC1728: Primary Azimuth Mark Grid Az JC1728:SPC MO E - LABADIE UNION ELEC N STACK 128 45 59.8 JC1728:UTM 15 - LABADIE UNION ELEC N STACK 127 12 22.3 JC1728 JC1728|---------------------------------------------------------------------| JC1728| PID Reference Object Distance Geod. Az | JC1728| dddmmss.s | JC1728| JC1731 NEW MELLE MUN WATER TANK APPROX.11.8 KM 0155916.8 | JC1728| CI4805 OSAGE RM 1 162.818 METERS 05443 | JC1728| JC1719 WELDON SPRING ORD PLANT TANK APPROX.18.9 KM 0585303.7 | JC1728| JC1724 LABADIE UNION ELEC N STACK APPROX. 8.6 KM 1283027.6 | JC1728| CI4806 OSAGE RM 2 157.515 METERS 14437 | JC1728|---------------------------------------------------------------------| JC1728 JC1728 SUPERSEDED SURVEY CONTROL JC1728 JC1728 NAD 83(1997)- 38 36 37.87714(N) 090 54 53.84543(W) AD( ) 2 JC1728 NAD 83(1986)- 38 36 37.89097(N) 090 54 53.84367(W) AD( ) 2 JC1728 NAD 27 - 38 36 37.70734(N) 090 54 53.33255(W) AD( ) 2 JC1728 NGVD 29 - 271.8 (m) 892. (f) VERT ANG JC1728 JC1728.Superseded values are not recommended for survey control. JC1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. JC1728.See file dsdata.txt to determine how the superseded data were derived. JC1728 JC1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15SXC8154275619(NAD 83) JC1728_MARKER: DD = SURVEY DISK JC1728_SETTING: 0 = UNSPECIFIED SETTING JC1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR JC1728+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2002 JC1728 JC1728 HISTORY - Date Condition Report By JC1728 HISTORY - 1970 MONUMENTED USGS JC1728 HISTORY - 19910428 MARK NOT FOUND USPSQD JC1728 HISTORY - 20020709 GOOD CMT JC1728 JC1728 STATION DESCRIPTION JC1728 JC1728'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JFS) JC1728'THE STATION IS LOCATED ABOUT 4.5 MI E. AND 0.5 MI N. OF DUTZOW, JC1728'IN THE NW. QUARTER OF THE SE. QUARTER SEC. 33, T. 45 N., R. 1 E., JC1728'AT THE W. SIDE OF AN OLD HOUSE AND BARN, ABOUT 150 YARDS W. OF JC1728'CO. HWY. T AND ON THE PROPERTY OF MRS. MELANIE SCHEMMEL OF JC1728'AUGUSTA. JC1728' JC1728'TO REACH THE STATION FROM THE DUTZOW POST OFFICE, DRIVE EASTERLY JC1728'ON STATE HWY. 94 FOR 6.8 MI TO THE JCT. OF CO. HWY. T, NEAR JC1728'ST. JOHNS SCHOOL, TURN LEFT ONTO HWY. T AND DRIVE N.-NW. FOR 2.2 JC1728'MI TO THE JCT. OF A DIM TRACK RD. ON THE LEFT, WHICH LEADS TO JC1728'THE GROUP OF BUILDINGS, TURN LEFT ONTO THE DIM TRACK RD. AND JC1728'DRIVE W. AND NW. FOR 0.1 MI TO THE W. SIDE OF BARN AND STATION AS JC1728'DESCRIBED. JC1728' JC1728'STATION AND REFERENCE MARKS ARE STANDARD TABLETS STAMPED OSAGE JC1728'1970, CRIMPED ON 10 FT LENGHTS OF COPPER COATED ROD, DRIVEN IN JC1728'GROUND AND SET IN 6 IN. TILE FILLED WITH GRAVEL. STATION MARK IS JC1728'12 IN. BELOW GROUND. REFERENCE MARKS ARE FLUSH WITH GROUND. JC1728' JC1728'THE STATION MARK IS IN A NARROW FENCED LANE, LEADING W. FROM THE JC1728'BARN LOT, 123 FT W. OF THE NW. COR. OF THE BARN, 34 FT W. OF JC1728'WOODEN GATE ENTRANCE TO THE LANE, 10 FT N. OF THE S. FENCE OF LANE JC1728'AND 5 FT S. OF THE N. FENCE OF LANE. JC1728' JC1728'REFERENCE MARK 1 IS 534.18 FT (162.819 M.) NE. OF STATION, 28 JC1728'FT W. OF CENTER OF CO. HWY. T, 83.5 FT S. OF A POWER LINE POLE JC1728'AND 1 FT E. OF THE W. RIGHT-OF-WAY FENCE. JC1728' JC1728'REFERENCE MARK 2 IS 516.78 FT (157.515 M.) SE. OF STATION, 23 JC1728'FT W. OF CENTER OF HWY. T, 81 FT S.-SW. OF JCT. OF THE DIM TRACK JC1728'RD., LEADING W. AND 1 FT S. OF A METAL WITNESS POST. JC1728' JC1728'DISTANCE BETWEEN REFERENCE MARKS WAS NOT MEASURED DUE TO TREES JC1728'ON LINE. JC1728' JC1728'NO PLACE FOR AN AZIMUTH MARK COULD BE FOUND. JC1728 JC1728 STATION RECOVERY (1991) JC1728 JC1728'RECOVERY NOTE BY US POWER SQUADRON 1991 (DS) JC1728'MARK NOT FOUND. JC1728 JC1728 STATION RECOVERY (2002) JC1728 JC1728'RECOVERY NOTE BY CRAWFORD MURPHY AND TILLY INC 2002 (KWS) JC1728'RECOVERED IN GOOD CONDITION.