1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH4017 *********************************************************************** DH4017 DESIGNATION - 0302 F DH4017 PID - DH4017 DH4017 STATE/COUNTY- MN/BECKER DH4017 USGS QUAD - DETROIT LAKES (1982) DH4017 DH4017 *CURRENT SURVEY CONTROL DH4017 ___________________________________________________________________ DH4017* NAD 83(1996)- 46 45 07.89223(N) 095 45 49.96307(W) ADJUSTED DH4017* NAVD 88 - 428.57 (meters) 1406.1 (feet) LEVELING DH4017 ___________________________________________________________________ DH4017 X - -439,685.497 (meters) COMP DH4017 Y - -4,355,935.533 (meters) COMP DH4017 Z - 4,623,226.156 (meters) COMP DH4017 LAPLACE CORR- -1.73 (seconds) DEFLEC99 DH4017 ELLIP HEIGHT- 402.03 (meters) (05/31/05) GPS OBS DH4017 GEOID HEIGHT- -26.50 (meters) GEOID03 DH4017 DH4017 HORZ ORDER - FIRST DH4017 VERT ORDER - THIRD ? DH4017 ELLP ORDER - THIRD CLASS I DH4017 DH4017.The horizontal coordinates were established by GPS observations DH4017.and adjusted by the MN DEPT OF TRANSP in May 2005. DH4017 DH4017.The orthometric height was determined by differential leveling. DH4017.The vertical network tie was performed by a horz. field party for horz. DH4017.obs reductions. Reset procedures were used to establish the elevation. DH4017 DH4017.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH4017 DH4017.The Laplace correction was computed from DEFLEC99 derived deflections. DH4017 DH4017.The ellipsoidal height was determined by GPS observations DH4017.and is referenced to NAD 83. DH4017 DH4017.The geoid height was determined by GEOID03. DH4017 DH4017; North East Units Scale Factor Converg. DH4017;SPC MN C - 295,858.105 684,342.178 MT 0.99994852 -1 05 42.4 DH4017;UTM 15 - 5,181,336.674 288,909.902 MT 1.00014772 -2 00 50.2 DH4017 DH4017! - Elev Factor x Scale Factor = Combined Factor DH4017!SPC MN C - 0.99993698 x 0.99994852 = 0.99988551 DH4017!UTM 15 - 0.99993698 x 1.00014772 = 1.00008469 DH4017 DH4017 SUPERSEDED SURVEY CONTROL DH4017 DH4017.No superseded survey control is available for this station. DH4017 DH4017_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8891081337(NAD 83) DH4017_MARKER: DB = BENCH MARK DISK DH4017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH4017_STAMPING: 0302 F 1970 DH4017_MARK LOGO: MNDT DH4017_PROJECTION: RECESSED 8 CENTIMETERS DH4017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DH4017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH4017+STABILITY: SURFACE MOTION DH4017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH4017+SATELLITE: SATELLITE OBSERVATIONS - 1970 DH4017 DH4017 HISTORY - Date Condition Report By DH4017 HISTORY - 1970 MONUMENTED MNDT DH4017 DH4017 STATION DESCRIPTION DH4017 DH4017'DESCRIBED BY MN DEPT OF TRANSP 1970 DH4017'3 MILES NORTHWEST OF FRAZEE, 2.5 MILES SOUTHEAST OF COUNTY ROAD 137, DH4017'AT TRUNK HIGHWAY 10 MILEPOINT 51.2, 100 FEET NORTHEAST OF WESTBOUND DH4017'TRUNK HIGHWAY 10, 50 FEET SOUTHEAST OF REW LANE, 2.0 FEET SOUTH OF DH4017'POWERLINE, 1.0 FEET SOUTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH4018 *********************************************************************** DH4018 DESIGNATION - 0302 G DH4018 PID - DH4018 DH4018 STATE/COUNTY- MN/BECKER DH4018 USGS QUAD - FRAZEE (1973) DH4018 DH4018 *CURRENT SURVEY CONTROL DH4018 ___________________________________________________________________ DH4018* NAD 83(1996)- 46 44 15.76548(N) 095 44 49.82890(W) ADJUSTED DH4018* NAVD 88 - 426.37 (meters) 1398.8 (feet) LEVELING DH4018 ___________________________________________________________________ DH4018 X - -438,532.806 (meters) COMP DH4018 Y - -4,357,228.528 (meters) COMP DH4018 Z - 4,622,121.474 (meters) COMP DH4018 LAPLACE CORR- -2.10 (seconds) DEFLEC99 DH4018 ELLIP HEIGHT- 399.82 (meters) (05/31/05) GPS OBS DH4018 GEOID HEIGHT- -26.51 (meters) GEOID03 DH4018 DH4018 HORZ ORDER - FIRST DH4018 VERT ORDER - THIRD ? DH4018 ELLP ORDER - THIRD CLASS I DH4018 DH4018.The horizontal coordinates were established by GPS observations DH4018.and adjusted by the MN DEPT OF TRANSP in May 2005. DH4018 DH4018.The orthometric height was determined by differential leveling. DH4018.The vertical network tie was performed by a horz. field party for horz. DH4018.obs reductions. Reset procedures were used to establish the elevation. DH4018 DH4018.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH4018 DH4018.The Laplace correction was computed from DEFLEC99 derived deflections. DH4018 DH4018.The ellipsoidal height was determined by GPS observations DH4018.and is referenced to NAD 83. DH4018 DH4018.The geoid height was determined by GEOID03. DH4018 DH4018; North East Units Scale Factor Converg. DH4018;SPC MN C - 294,224.577 685,587.755 MT 0.99994671 -1 04 58.9 DH4018;UTM 15 - 5,179,683.063 290,129.373 MT 1.00014141 -2 00 04.6 DH4018 DH4018! - Elev Factor x Scale Factor = Combined Factor DH4018!SPC MN C - 0.99993733 x 0.99994671 = 0.99988404 DH4018!UTM 15 - 0.99993733 x 1.00014141 = 1.00007873 DH4018 DH4018: Primary Azimuth Mark Grid Az DH4018:SPC MN C - 0302 H 127 52 54.9 DH4018:UTM 15 - 0302 H 128 48 00.6 DH4018 DH4018|---------------------------------------------------------------------| DH4018| PID Reference Object Distance Geod. Az | DH4018| dddmmss.s | DH4018| DH4019 0302 H APPROX. 1.3 KM 1264756.0 | DH4018|---------------------------------------------------------------------| DH4018 DH4018 SUPERSEDED SURVEY CONTROL DH4018 DH4018.No superseded survey control is available for this station. DH4018 DH4018_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9012979683(NAD 83) DH4018_MARKER: DB = BENCH MARK DISK DH4018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH4018_STAMPING: 0302 G 1970 DH4018_MARK LOGO: MNDT DH4018_PROJECTION: RECESSED 5 CENTIMETERS DH4018_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DH4018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH4018+STABILITY: SURFACE MOTION DH4018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH4018+SATELLITE: SATELLITE OBSERVATIONS - 1970 DH4018 DH4018 HISTORY - Date Condition Report By DH4018 HISTORY - 1970 MONUMENTED MNDT DH4018 DH4018 STATION DESCRIPTION DH4018 DH4018'DESCRIBED BY MN DEPT OF TRANSP 1970 DH4018'1.9 MILES NORTHWEST OF FRAZEE, AT TRUNK HIGHWAY 10 MILEPOINT 52.60, IN DH4018'ACCELERATION ISLAND NORTH OF JUNCTION OF TRUNK HIGHWAY 10 AND COUNTY DH4018'ROAD 10, 43.2 FEET NORTH OF WESTBOUND TRUNK HIGHWAY 10, 60 FEET WEST DH4018'OF OLD TRUNK HIGHWAY 87 (SILVERSTAR ROAD), 155 FEET EAST OF ISLAND DH4018'NOSE, 42 FEET WEST OF CATCH BASIN, 21.5 FEET NORTH OF CURB, 20 FEET DH4018'SOUTHEAST OF CURB, 1.5 FEET SOUTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH4019 *********************************************************************** DH4019 DESIGNATION - 0302 H DH4019 PID - DH4019 DH4019 STATE/COUNTY- MN/BECKER DH4019 USGS QUAD - FRAZEE (1973) DH4019 DH4019 *CURRENT SURVEY CONTROL DH4019 ___________________________________________________________________ DH4019* NAD 83(1996)- 46 43 50.33874(N) 095 44 00.40178(W) ADJUSTED DH4019* NAVD 88 - 424.45 (meters) 1392.5 (feet) LEVELING DH4019 ___________________________________________________________________ DH4019 X - -437,545.662 (meters) COMP DH4019 Y - -4,357,901.094 (meters) COMP DH4019 Z - 4,621,581.905 (meters) COMP DH4019 LAPLACE CORR- -1.83 (seconds) DEFLEC99 DH4019 ELLIP HEIGHT- 397.90 (meters) (05/31/05) GPS OBS DH4019 GEOID HEIGHT- -26.52 (meters) GEOID03 DH4019 DH4019 HORZ ORDER - FIRST DH4019 VERT ORDER - THIRD ? DH4019 ELLP ORDER - THIRD CLASS I DH4019 DH4019.The horizontal coordinates were established by GPS observations DH4019.and adjusted by the MN DEPT OF TRANSP in May 2005. DH4019 DH4019.The orthometric height was determined by differential leveling. DH4019.The vertical network tie was performed by a horz. field party for horz. DH4019.obs reductions. Reset procedures were used to establish the elevation. DH4019 DH4019.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH4019 DH4019.The Laplace correction was computed from DEFLEC99 derived deflections. DH4019 DH4019.The ellipsoidal height was determined by GPS observations DH4019.and is referenced to NAD 83. DH4019 DH4019.The geoid height was determined by GEOID03. DH4019 DH4019; North East Units Scale Factor Converg. DH4019;SPC MN C - 293,419.853 686,622.139 MT 0.99994586 -1 04 23.2 DH4019;UTM 15 - 5,178,861.711 291,150.926 MT 1.00013615 -1 59 27.8 DH4019 DH4019! - Elev Factor x Scale Factor = Combined Factor DH4019!SPC MN C - 0.99993763 x 0.99994586 = 0.99988349 DH4019!UTM 15 - 0.99993763 x 1.00013615 = 1.00007377 DH4019 DH4019: Primary Azimuth Mark Grid Az DH4019:SPC MN C - 0302 J 135 47 57.7 DH4019:UTM 15 - 0302 J 136 43 02.3 DH4019 DH4019|---------------------------------------------------------------------| DH4019| PID Reference Object Distance Geod. Az | DH4019| dddmmss.s | DH4019| DH4020 0302 J APPROX. 1.2 KM 1344334.5 | DH4019|---------------------------------------------------------------------| DH4019 DH4019 SUPERSEDED SURVEY CONTROL DH4019 DH4019.No superseded survey control is available for this station. DH4019 DH4019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9115178862(NAD 83) DH4019_MARKER: DB = BENCH MARK DISK DH4019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH4019_STAMPING: 0302 H 1970 DH4019_MARK LOGO: MNDT DH4019_PROJECTION: FLUSH DH4019_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DH4019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH4019+STABILITY: SURFACE MOTION DH4019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH4019+SATELLITE: SATELLITE OBSERVATIONS - 1970 DH4019 DH4019 HISTORY - Date Condition Report By DH4019 HISTORY - 1970 MONUMENTED MNDT DH4019 DH4019 STATION DESCRIPTION DH4019 DH4019'DESCRIBED BY MN DEPT OF TRANSP 1970 DH4019'1.2 MILES WEST OF FRAZEE, 0.8 MILES NORTHWEST OF COUNTY ROAD 29, AT DH4019'TRUNK HIGHWAY 10 MILEPOINT 53.45, 99 FEET SOUTHWEST OF EASTBOUND TRUNK DH4019'HIGHWAY 10, 260 FEET NORTHWEST OF CROSSOVER, AT EDGE OF TREES, 1.0 DH4019'FEET NORTHEAST OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH4020 *********************************************************************** DH4020 DESIGNATION - 0302 J DH4020 PID - DH4020 DH4020 STATE/COUNTY- MN/BECKER DH4020 USGS QUAD - FRAZEE (1973) DH4020 DH4020 *CURRENT SURVEY CONTROL DH4020 ___________________________________________________________________ DH4020* NAD 83(1996)- 46 43 22.14003(N) 095 43 19.00670(W) ADJUSTED DH4020* NAVD 88 - 421.01 (meters) 1381.3 (feet) LEVELING DH4020 ___________________________________________________________________ DH4020 X - -436,734.049 (meters) COMP DH4020 Y - -4,358,617.343 (meters) COMP DH4020 Z - 4,620,982.478 (meters) COMP DH4020 LAPLACE CORR- -1.59 (seconds) DEFLEC99 DH4020 ELLIP HEIGHT- 394.46 (meters) (05/31/05) GPS OBS DH4020 GEOID HEIGHT- -26.52 (meters) GEOID03 DH4020 DH4020 HORZ ORDER - FIRST DH4020 VERT ORDER - THIRD ? DH4020 ELLP ORDER - THIRD CLASS I DH4020 DH4020.The horizontal coordinates were established by GPS observations DH4020.and adjusted by the MN DEPT OF TRANSP in May 2005. DH4020 DH4020.The orthometric height was determined by differential leveling. DH4020.The vertical network tie was performed by a horz. field party for horz. DH4020.obs reductions. Reset procedures were used to establish the elevation. DH4020 DH4020.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH4020 DH4020.The Laplace correction was computed from DEFLEC99 derived deflections. DH4020 DH4020.The ellipsoidal height was determined by GPS observations DH4020.and is referenced to NAD 83. DH4020 DH4020.The geoid height was determined by GEOID03. DH4020 DH4020; North East Units Scale Factor Converg. DH4020;SPC MN C - 292,532.899 687,484.683 MT 0.99994492 -1 03 53.2 DH4020;UTM 15 - 5,177,960.884 291,999.313 MT 1.00013180 -1 58 56.7 DH4020 DH4020! - Elev Factor x Scale Factor = Combined Factor DH4020!SPC MN C - 0.99993817 x 0.99994492 = 0.99988309 DH4020!UTM 15 - 0.99993817 x 1.00013180 = 1.00006996 DH4020 DH4020: Primary Azimuth Mark Grid Az DH4020:SPC MN C - 0302 H 315 47 57.8 DH4020:UTM 15 - 0302 H 316 43 01.3 DH4020 DH4020|---------------------------------------------------------------------| DH4020| PID Reference Object Distance Geod. Az | DH4020| dddmmss.s | DH4020| DH4019 0302 H APPROX. 1.2 KM 3144404.6 | DH4020|---------------------------------------------------------------------| DH4020 DH4020 SUPERSEDED SURVEY CONTROL DH4020 DH4020.No superseded survey control is available for this station. DH4020 DH4020_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM9199977961(NAD 83) DH4020_MARKER: DB = BENCH MARK DISK DH4020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DH4020_STAMPING: 0302 J 1970 DH4020_MARK LOGO: MNDT DH4020_PROJECTION: FLUSH DH4020_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DH4020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DH4020+STABILITY: SURFACE MOTION DH4020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH4020+SATELLITE: SATELLITE OBSERVATIONS - 1970 DH4020 DH4020 HISTORY - Date Condition Report By DH4020 HISTORY - 1970 MONUMENTED MNDT DH4020 DH4020 STATION DESCRIPTION DH4020 DH4020'DESCRIBED BY MN DEPT OF TRANSP 1970 DH4020'0.8 MILES WEST OF FRAZEE, 0.3 MILES NORTHWEST OF JUNCTION OF TRUNK DH4020'HIGHWAY 87 AND TRUNK HIGHWAY 10, AT TRUNK HIGHWAY 10 MILEPOINT 54.25, DH4020'100 FEET SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 10, 1.0 FEET NORTHEAST DH4020'OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DG8178 *********************************************************************** DG8178 DESIGNATION - CURRY DG8178 PID - DG8178 DG8178 STATE/COUNTY- MN/BECKER DG8178 USGS QUAD - DETROIT LAKES (1982) DG8178 DG8178 *CURRENT SURVEY CONTROL DG8178 ___________________________________________________________________ DG8178* NAD 83(1996)- 46 49 27.51396(N) 095 50 29.09535(W) ADJUSTED DG8178* NAVD 88 - 415.03 (meters) 1361.6 (feet) LEVELING DG8178 ___________________________________________________________________ DG8178 X - -444,984.199 (meters) COMP DG8178 Y - -4,349,514.254 (meters) COMP DG8178 Z - 4,628,705.859 (meters) COMP DG8178 LAPLACE CORR- 0.07 (seconds) DEFLEC99 DG8178 ELLIP HEIGHT- 388.49 (meters) (05/31/05) GPS OBS DG8178 GEOID HEIGHT- -26.54 (meters) GEOID03 DG8178 DG8178 HORZ ORDER - FIRST DG8178 VERT ORDER - THIRD ? DG8178 ELLP ORDER - THIRD CLASS I DG8178 DG8178.The horizontal coordinates were established by GPS observations DG8178.and adjusted by the MN DEPT OF TRANSP in May 2005. DG8178 DG8178.The orthometric height was determined by differential leveling. DG8178.The vertical network tie was performed by a horz. field party for horz. DG8178.obs reductions. Reset procedures were used to establish the elevation. DG8178 DG8178.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG8178 DG8178.The Laplace correction was computed from DEFLEC99 derived deflections. DG8178 DG8178.The ellipsoidal height was determined by GPS observations DG8178.and is referenced to NAD 83. DG8178 DG8178.The geoid height was determined by GEOID03. DG8178 DG8178; North East Units Scale Factor Converg. DG8178;SPC MN C - 303,989.260 678,580.339 MT 0.99995849 -1 09 04.4 DG8178;UTM 15 - 5,189,561.040 283,278.223 MT 1.00017732 -2 04 22.6 DG8178 DG8178! - Elev Factor x Scale Factor = Combined Factor DG8178!SPC MN C - 0.99993911 x 0.99995849 = 0.99989760 DG8178!UTM 15 - 0.99993911 x 1.00017732 = 1.00011642 DG8178 DG8178|---------------------------------------------------------------------| DG8178| PID Reference Object Distance Geod. Az | DG8178| dddmmss.s | DG8178| DF6666 ROOS RESET 302.818 METERS 09023 | DG8178|---------------------------------------------------------------------| DG8178 DG8178 SUPERSEDED SURVEY CONTROL DG8178 DG8178 NAD 83(1996)- 46 49 27.51393(N) 095 50 29.09544(W) AD( ) 1 DG8178 ELLIP H (12/06/04) 388.50 (m) GP( ) 4 1 DG8178 DG8178.Superseded values are not recommended for survey control. DG8178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DG8178.See file dsdata.txt to determine how the superseded data were derived. DG8178 DG8178_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8327889561(NAD 83) DG8178_MARKER: DD = SURVEY DISK DG8178_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DG8178_STAMPING: CURRY 2004 DG8178_MARK LOGO: MNDT DG8178_PROJECTION: RECESSED 5 CENTIMETERS DG8178_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DG8178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DG8178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG8178+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2004 DG8178_ROD/PIPE-DEPTH: 19.8 meters DG8178 DG8178 HISTORY - Date Condition Report By DG8178 HISTORY - 2004 MONUMENTED MNDT DG8178 HISTORY - 20041222 GOOD MNDT DG8178 DG8178 STATION DESCRIPTION DG8178 DG8178'DESCRIBED BY MN DEPT OF TRANSP 2004 DG8178'IN NORTHWEST PART OF DETROIT LAKES, 0.60 MILES EAST ALONG TRUNK DG8178'HIGHWAY 34 FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 59 DG8178'AT NORTHWEST PART OF DETROIT LAKES, AT TRUNK HIGHWAY 34 MILEPOINT DG8178'36.10, NEAR FIRST BAPTIST CHURCH, 40.3 FEET SOUTHEAST OF TRUNK HIGHWAY DG8178'34, 156.6 FEET EAST OF CURRY AVENUE, 6.3 FEET SOUTHEAST OF SIDEWALK, DG8178'1.0 FEET EAST OF WITNESS POST DG8178 DG8178 STATION RECOVERY (2004) DG8178 DG8178'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP) DG8178'IN NORTHWEST PART OF DETROIT LAKES, 0.60 MILES EAST ALONG TRUNK DG8178'HIGHWAY 34 FROM THE JUNCTION OF TRUNK HIGHWAY 34 AND TRUNK HIGHWAY 59 DG8178'AT NORTHWEST PART OF DETROIT LAKES, AT TRUNK HIGHWAY 34 MILEPOINT DG8178'36.10, NEAR FIRST BAPTIST CHURCH, 40.3 FEET SOUTHEAST OF TRUNK HIGHWAY DG8178'34, 156.6 FEET EAST OF CURRY AVENUE, 6.3 FEET SOUTHEAST OF SIDEWALK, DG8178'1.0 FEET EAST OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH4044 *********************************************************************** DH4044 DESIGNATION - FRAZEE DH4044 PID - DH4044 DH4044 STATE/COUNTY- MN/BECKER DH4044 USGS QUAD - VERGAS (1973) DH4044 DH4044 *CURRENT SURVEY CONTROL DH4044 ___________________________________________________________________ DH4044* NAD 83(1996)- 46 44 25.89324(N) 095 45 26.88011(W) ADJUSTED DH4044* NAVD 88 - 433.24 (meters) 1421.4 (feet) LEVELING DH4044 ___________________________________________________________________ DH4044 X - -439,293.109 (meters) COMP DH4044 Y - -4,356,927.761 (meters) COMP DH4044 Z - 4,622,340.825 (meters) COMP DH4044 LAPLACE CORR- -2.04 (seconds) DEFLEC99 DH4044 ELLIP HEIGHT- 406.70 (meters) (05/31/05) GPS OBS DH4044 GEOID HEIGHT- -26.51 (meters) GEOID03 DH4044 DH4044 HORZ ORDER - FIRST DH4044 VERT ORDER - THIRD ? DH4044 ELLP ORDER - THIRD CLASS I DH4044 DH4044.The horizontal coordinates were established by GPS observations DH4044.and adjusted by the MN DEPT OF TRANSP in May 2005. DH4044 DH4044.The orthometric height was determined by differential leveling. DH4044.The vertical network tie was performed by a horz. field party for horz. DH4044.obs reductions. Reset procedures were used to establish the elevation. DH4044 DH4044.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH4044 DH4044.The Laplace correction was computed from DEFLEC99 derived deflections. DH4044 DH4044.The ellipsoidal height was determined by GPS observations DH4044.and is referenced to NAD 83. DH4044 DH4044.The geoid height was determined by GEOID03. DH4044 DH4044; North East Units Scale Factor Converg. DH4044;SPC MN C - 294,552.160 684,807.299 MT 0.99994706 -1 05 25.7 DH4044;UTM 15 - 5,180,023.179 289,354.115 MT 1.00014541 -2 00 32.0 DH4044 DH4044! - Elev Factor x Scale Factor = Combined Factor DH4044!SPC MN C - 0.99993625 x 0.99994706 = 0.99988332 DH4044!UTM 15 - 0.99993625 x 1.00014541 = 1.00008165 DH4044 DH4044 SUPERSEDED SURVEY CONTROL DH4044 DH4044.No superseded survey control is available for this station. DH4044 DH4044_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8935480023(NAD 83) DH4044_MARKER: DD = SURVEY DISK DH4044_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH4044_STAMPING: FRAZEE 2004 DH4044_MARK LOGO: MNDT DH4044_PROJECTION: FLUSH DH4044_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH4044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH4044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH4044+SATELLITE: SATELLITE OBSERVATIONS - 2004 DH4044_ROD/PIPE-DEPTH: 9.1 meters DH4044 DH4044 HISTORY - Date Condition Report By DH4044 HISTORY - 2004 MONUMENTED MNDT DH4044 DH4044 STATION DESCRIPTION DH4044 DH4044'DESCRIBED BY MN DEPT OF TRANSP 2004 DH4044'2.5 MILES WEST-NORTHWEST OF FRAZEE, 2.5 MILES NORTHWEST ALONG TRUNK DH4044'HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY DH4044'87(0.8 MILES SOUTHWEST OF FRAZEE), AT TRUNK HIGHWAY 10 MILEPOINT DH4044'52.10, 91.2 FEET SOUTHWEST OF WESTBOUND TRUNK HIGHWAY 10, 117.0 FEET DH4044'NORTHEAST OF DRIVEWAY NUMBER 11684, 9.2 FEET SOUTHWEST OF FENCE DH4044'CORNER, 2.3 FEET SOUTHEAST OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH4045 *********************************************************************** DH4045 DESIGNATION - GLAWE DH4045 PID - DH4045 DH4045 STATE/COUNTY- MN/BECKER DH4045 USGS QUAD - DETROIT LAKES (1982) DH4045 DH4045 *CURRENT SURVEY CONTROL DH4045 ___________________________________________________________________ DH4045* NAD 83(1996)- 46 46 33.08298(N) 095 47 29.38787(W) ADJUSTED DH4045* NAVD 88 - 415.65 (meters) 1363.7 (feet) LEVELING DH4045 ___________________________________________________________________ DH4045 X - -441,590.818 (meters) COMP DH4045 Y - -4,353,807.431 (meters) COMP DH4045 Z - 4,625,018.877 (meters) COMP DH4045 LAPLACE CORR- 0.21 (seconds) DEFLEC99 DH4045 ELLIP HEIGHT- 389.13 (meters) (05/31/05) GPS OBS DH4045 GEOID HEIGHT- -26.50 (meters) GEOID03 DH4045 DH4045 HORZ ORDER - FIRST DH4045 VERT ORDER - THIRD ? DH4045 ELLP ORDER - THIRD CLASS I DH4045 DH4045.The horizontal coordinates were established by GPS observations DH4045.and adjusted by the MN DEPT OF TRANSP in May 2005. DH4045 DH4045.The orthometric height was determined by differential leveling. DH4045.The vertical network tie was performed by a horz. field party for horz. DH4045.obs reductions. Reset procedures were used to establish the elevation. DH4045 DH4045.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH4045 DH4045.The Laplace correction was computed from DEFLEC99 derived deflections. DH4045 DH4045.The ellipsoidal height was determined by GPS observations DH4045.and is referenced to NAD 83. DH4045 DH4045.The geoid height was determined by GEOID03. DH4045 DH4045; North East Units Scale Factor Converg. DH4045;SPC MN C - 298,528.821 682,283.664 MT 0.99995162 -1 06 54.4 DH4045;UTM 15 - 5,184,040.622 286,894.094 MT 1.00015822 -2 02 05.5 DH4045 DH4045! - Elev Factor x Scale Factor = Combined Factor DH4045!SPC MN C - 0.99993901 x 0.99995162 = 0.99989063 DH4045!UTM 15 - 0.99993901 x 1.00015822 = 1.00009722 DH4045 DH4045: Primary Azimuth Mark Grid Az DH4045:SPC MN C - MCHUGH 320 48 54.7 DH4045:UTM 15 - MCHUGH 321 44 05.8 DH4045 DH4045|---------------------------------------------------------------------| DH4045| PID Reference Object Distance Geod. Az | DH4045| dddmmss.s | DH4045| DH4048 MCHUGH APPROX. 0.5 KM 3194200.3 | DH4045|---------------------------------------------------------------------| DH4045 DH4045 SUPERSEDED SURVEY CONTROL DH4045 DH4045.No superseded survey control is available for this station. DH4045 DH4045_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8689484041(NAD 83) DH4045_MARKER: DD = SURVEY DISK DH4045_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH4045_STAMPING: GLAWE 2004 DH4045_MARK LOGO: MNDT DH4045_PROJECTION: FLUSH DH4045_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH4045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH4045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH4045+SATELLITE: SATELLITE OBSERVATIONS - 2004 DH4045_ROD/PIPE-DEPTH: 10.7 meters DH4045 DH4045 HISTORY - Date Condition Report By DH4045 HISTORY - 2004 MONUMENTED MNDT DH4045 DH4045 STATION DESCRIPTION DH4045 DH4045'DESCRIBED BY MN DEPT OF TRANSP 2004 DH4045'4.0 MILES SOUTHEAST OF DETROIT LAKES, 3.80 MILES SOUTHEAST ALONG TRUNK DH4045'HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND ROOSEVELT AVENUE DH4045'IN DETROIT LAKES, AT TRUNK HIGHWAY 10 MILEPOINT 49.10, 59.3 FEET DH4045'NORTHEAST OF WESTBOUND TRUNK HIGHWAY 10, 282.7 FEET NORTHWEST OF OLD DH4045'TRUNK HIGHWAY 10, 16.5 FEET SOUTHWEST OF GRAVEL ROAD, 1.7 FEET DH4045'NORTHWEST OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 AB9903 *********************************************************************** AB9903 CBN - This is a Cooperative Base Network Control Station. AB9903 DESIGNATION - GRIFF AB9903 PID - AB9903 AB9903 STATE/COUNTY- MN/BECKER AB9903 USGS QUAD - TOAD MOUNTAIN (1982) AB9903 AB9903 *CURRENT SURVEY CONTROL AB9903 ___________________________________________________________________ AB9903* NAD 83(1996)- 46 51 21.24130(N) 095 36 08.52224(W) ADJUSTED AB9903* NAVD 88 - 464.918 (meters) 1525.32 (feet) ADJUSTED AB9903 ___________________________________________________________________ AB9903 X - -426,586.662 (meters) COMP AB9903 Y - -4,348,817.191 (meters) COMP AB9903 Z - 4,631,144.618 (meters) COMP AB9903 LAPLACE CORR- -0.60 (seconds) DEFLEC99 AB9903 ELLIP HEIGHT- 438.31 (meters) (01/15/97) GPS OBS AB9903 GEOID HEIGHT- -26.61 (meters) GEOID03 AB9903 DYNAMIC HT - 464.947 (meters) 1525.41 (feet) COMP AB9903 MODELED GRAV- 980,661.5 (mgal) NAVD 88 AB9903 AB9903 HORZ ORDER - B AB9903 VERT ORDER - SECOND CLASS I AB9903 ELLP ORDER - FOURTH CLASS I AB9903 AB9903.The horizontal coordinates were established by GPS observations AB9903.and adjusted by the National Geodetic Survey in January 1997. AB9903 AB9903.The orthometric height was determined by differential leveling AB9903.and adjusted by the National Geodetic Survey in December 2004. AB9903 AB9903.The X, Y, and Z were computed from the position and the ellipsoidal ht. AB9903 AB9903.The Laplace correction was computed from DEFLEC99 derived deflections. AB9903 AB9903.The ellipsoidal height was determined by GPS observations AB9903.and is referenced to NAD 83. AB9903 AB9903.The geoid height was determined by GEOID03. AB9903 AB9903.The dynamic height is computed by dividing the NAVD 88 AB9903.geopotential number by the normal gravity value computed on the AB9903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AB9903.degrees latitude (g = 980.6199 gals.). AB9903 AB9903.The modeled gravity was interpolated from observed gravity values. AB9903 AB9903; North East Units Scale Factor Converg. AB9903;SPC MN C - 307,161.565 696,876.936 MT 0.99996336 -0 58 41.8 AB9903;UTM 15 - 5,192,439.188 301,626.568 MT 1.00008370 -1 53 57.8 AB9903 AB9903! - Elev Factor x Scale Factor = Combined Factor AB9903!SPC MN C - 0.99993130 x 0.99996336 = 0.99989466 AB9903!UTM 15 - 0.99993130 x 1.00008370 = 1.00001499 AB9903 AB9903 SUPERSEDED SURVEY CONTROL AB9903 AB9903 NAVD 88 (08/01/03) 464.92 (m) 1525.3 (f) LEVELING 3 AB9903 AB9903.Superseded values are not recommended for survey control. AB9903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. AB9903.See file dsdata.txt to determine how the superseded data were derived. AB9903 AB9903_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUM0162792439(NAD 83) AB9903_MARKER: DH = HORIZONTAL CONTROL DISK AB9903_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AB9903_STAMPING: GRIFF 1990 AB9903_MARK LOGO: MNDT AB9903_PROJECTION: FLUSH AB9903_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AB9903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AB9903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AB9903+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004 AB9903_ROD/PIPE-DEPTH: 5.2 meters AB9903 AB9903 HISTORY - Date Condition Report By AB9903 HISTORY - 1990 MONUMENTED MNDT AB9903 HISTORY - 19940718 GOOD MNDT AB9903 HISTORY - 20000401 GOOD MNDT AB9903 HISTORY - 20001220 GOOD MNDT AB9903 HISTORY - 20040212 GOOD MNDT AB9903 HISTORY - 20040720 GOOD MNDT AB9903 HISTORY - 20041026 GOOD MNDT AB9903 AB9903 STATION DESCRIPTION AB9903 AB9903'DESCRIBED BY MN DEPT OF TRANSP 1994 (DKH) AB9903'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. AB9903'THE MARK IS LOCATED ABOUT 12 MI (19.3 KM) ENE OF THE TOWN OF DETROIT AB9903'LAKES IN THE NW 1/4 OF SECTION 15, T139N, R39W. TO REACH THE MARK AB9903'FROM THE JCT OF TH 59 AND TH 34 IN DETROIT LAKES, GO EAST FOR 12.3 MI AB9903'(19.8 KM) ON TH 34 TO TH 34 MP 47.95 AND THE MARK ON THE RIGHT. THE AB9903'MARK, A DISK SET ON A 17 FT (5.2 M) LONG DRIVEN ALUMINUM ROD, IS 70.9 AB9903'FT (21.6 M) SE OF TH 34, 2.9 FT (0.9 M) NW OF A FENCE, 64.0 FT (19.5 AB9903'M) ENE OF AN ENT, 187.0 FT (57.0 M) SSW OF MP 48 SIGN POST, AND 2.5 FT AB9903'(0.8 M) NW OF A WIT POST. RECOVERED AND DESCRIBED BY DAVID K. AB9903'HERDER, TYPED BY D.J.E. AB9903 AB9903 STATION RECOVERY (2000) AB9903 AB9903'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) AB9903'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. AB9903' AB9903 AB9903 STATION RECOVERY (2000) AB9903 AB9903'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) AB9903'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. AB9903 AB9903 STATION RECOVERY (2004) AB9903 AB9903'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (DKH) AB9903'12 MILES EAST-NORTHEAST OF DETROIT LAKES, 12.3 MILES EAST ON TRUNK AB9903'HIGHWAY 34 FROM JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 34 IN AB9903'DETROIT LAKES, AT TRUNK HIGHWAY 34 MILEPOINT 47.95, 70.9 FEET AB9903'SOUTHEAST OF TRUNK HIGHWAY 34, 2.9 FEET NORTHWEST OF FENCE, 64.0 FEET AB9903'EAST-NORTHEAST OF ENTRANCE, 187.0 FEET SOUTH-SOUTHWEST OF MILEPOINT 48 AB9903'SIGN POST, 2.5 FEET NORTHWEST OF WITNESS POST AB9903 AB9903 STATION RECOVERY (2004) AB9903 AB9903'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (KNB) AB9903'12 MILES EAST-NORTHEAST OF DETROIT LAKES, 12.3 MILES EAST ON TRUNK AB9903'HIGHWAY 34 FROM JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 34 IN AB9903'DETROIT LAKES, AT TRUNK HIGHWAY 34 MILEPOINT 47.95, 70.9 FEET AB9903'SOUTHEAST OF TRUNK HIGHWAY 34, 2.9 FEET NORTHWEST OF FENCE, 64.0 FEET AB9903'EAST-NORTHEAST OF ENTRANCE, 187.0 FEET SOUTH-SOUTHWEST OF MILEPOINT 48 AB9903'SIGN POST, 2.5 FEET NORTHWEST OF WITNESS POST AB9903 AB9903 STATION RECOVERY (2004) AB9903 AB9903'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP) AB9903'12 MILES EAST-NORTHEAST OF DETROIT LAKES, 12.3 MILES EAST ON TRUNK AB9903'HIGHWAY 34 FROM JUNCTION OF TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 34 IN AB9903'DETROIT LAKES, AT TRUNK HIGHWAY 34 MILEPOINT 47.95, 70.9 FEET AB9903'SOUTHEAST OF TRUNK HIGHWAY 34, 2.9 FEET NORTHWEST OF FENCE, 64.0 FEET AB9903'EAST-NORTHEAST OF ENTRANCE, 187.0 FEET SOUTH-SOUTHWEST OF MILEPOINT 48 AB9903'SIGN POST, 2.5 FEET NORTHWEST OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DF6658 *********************************************************************** DF6658 DESIGNATION - LEEGARD DF6658 PID - DF6658 DF6658 STATE/COUNTY- MN/BECKER DF6658 USGS QUAD - DETROIT LAKES (1982) DF6658 DF6658 *CURRENT SURVEY CONTROL DF6658 ___________________________________________________________________ DF6658* NAD 83(1996)- 46 49 28.51996(N) 095 51 16.95365(W) ADJUSTED DF6658* NAVD 88 - 423.378 (meters) 1389.03 (feet) ADJUSTED DF6658 ___________________________________________________________________ DF6658 X - -445,991.648 (meters) COMP DF6658 Y - -4,349,394.029 (meters) COMP DF6658 Z - 4,628,733.198 (meters) COMP DF6658 LAPLACE CORR- -0.22 (seconds) DEFLEC99 DF6658 ELLIP HEIGHT- 396.83 (meters) (05/31/05) GPS OBS DF6658 GEOID HEIGHT- -26.54 (meters) GEOID03 DF6658 DYNAMIC HT - 423.407 (meters) 1389.13 (feet) COMP DF6658 MODELED GRAV- 980,669.6 (mgal) NAVD 88 DF6658 DF6658 HORZ ORDER - FIRST DF6658 VERT ORDER - SECOND CLASS I DF6658 ELLP ORDER - THIRD CLASS I DF6658 DF6658.The horizontal coordinates were established by GPS observations DF6658.and adjusted by the MN DEPT OF TRANSP in May 2005. DF6658 DF6658.The orthometric height was determined by differential leveling DF6658.and adjusted by the National Geodetic Survey in December 2004. DF6658 DF6658.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6658 DF6658.The Laplace correction was computed from DEFLEC99 derived deflections. DF6658 DF6658.The ellipsoidal height was determined by GPS observations DF6658.and is referenced to NAD 83. DF6658 DF6658.The geoid height was determined by GEOID03. DF6658 DF6658.The dynamic height is computed by dividing the NAVD 88 DF6658.geopotential number by the normal gravity value computed on the DF6658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DF6658.degrees latitude (g = 980.6199 gals.). DF6658 DF6658.The modeled gravity was interpolated from observed gravity values. DF6658 DF6658; North East Units Scale Factor Converg. DF6658;SPC MN C - 304,040.782 677,566.821 MT 0.99995853 -1 09 39.0 DF6658;UTM 15 - 5,189,628.875 282,265.441 MT 1.00018273 -2 04 57.5 DF6658 DF6658! - Elev Factor x Scale Factor = Combined Factor DF6658!SPC MN C - 0.99993780 x 0.99995853 = 0.99989633 DF6658!UTM 15 - 0.99993780 x 1.00018273 = 1.00012052 DF6658 DF6658: Primary Azimuth Mark Grid Az DF6658:SPC MN C - 0305 A RESET 005 05 44.8 DF6658:UTM 15 - 0305 A RESET 006 01 03.3 DF6658 DF6658|---------------------------------------------------------------------| DF6658| PID Reference Object Distance Geod. Az | DF6658| dddmmss.s | DF6658| DG8154 0305 A RESET APPROX. 0.5 KM 0035605.8 | DF6658|---------------------------------------------------------------------| DF6658 DF6658 SUPERSEDED SURVEY CONTROL DF6658 DF6658 NAD 83(1996)- 46 49 28.51971(N) 095 51 16.95416(W) AD( ) 1 DF6658 ELLIP H (08/01/03) 396.84 (m) GP( ) 3 1 DF6658 NAVD 88 (08/01/03) 423.38 (m) 1389.0 (f) LEVELING 3 DF6658 DF6658.Superseded values are not recommended for survey control. DF6658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF6658.See file dsdata.txt to determine how the superseded data were derived. DF6658 DF6658_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8226589629(NAD 83) DF6658_MARKER: DH = HORIZONTAL CONTROL DISK DF6658_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6658_STAMPING: LEEGARD 1990 DF6658_MARK LOGO: MNDT DF6658_PROJECTION: FLUSH DF6658_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6658+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2004 DF6658_ROD/PIPE-DEPTH: 3.0 meters DF6658 DF6658 HISTORY - Date Condition Report By DF6658 HISTORY - 1990 MONUMENTED MNDT DF6658 HISTORY - 20000401 GOOD MNDT DF6658 HISTORY - 20001220 GOOD MNDT DF6658 HISTORY - 20040715 GOOD MNDT DF6658 HISTORY - 20041026 GOOD MNDT DF6658 DF6658 STATION DESCRIPTION DF6658 DF6658'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS) DF6658'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. DF6658' DF6658 DF6658 STATION RECOVERY (2000) DF6658 DF6658'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) DF6658'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS IN DETROIT DF6658'LAKES, 0.1 MI (0.2 KM) NORTH ON TH 59 FROM JCT OF TH 59 AND TH 10 AT DF6658'WEST END OF DETROIT LAKES, AT TH 59 MP 264.05, 24.0 FT (7.3 M) WNW OF DF6658'TH 59, 84.8 FT (25.8 M) NORTH OF NW COR OF BRDG OVER RR TRACKS, 3.0 FT DF6658'(0.9 M) WNW OF BACK OF GUARDRAIL, 2.8 FT (0.9 M) NE OF WIT POST. DF6658 DF6658 STATION RECOVERY (2004) DF6658 DF6658'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP) DF6658'IN DETROIT LAKES, 0.1 MILES NORTH ON TRUNK HIGHWAY 59 FROM JUNCTION OF DF6658'TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 10 AT WEST END OF DETROIT LAKES, AT DF6658'TRUNK HIGHWAY 59 MILEPOINT 264.05, 24.0 FEET WEST-NORTHWEST OF TRUNK DF6658'HIGHWAY 59, 84.8 FEET NORTH OF NORTHWEST CORNER OF BRIDGE OVER DF6658'RAILROAD TRACKS, 3.0 FEET WEST-NORTHWEST OF BACK OF GUARDRAIL, 2.8 DF6658'FEET NORTHEAST OF WITNESS POST DF6658 DF6658 STATION RECOVERY (2004) DF6658 DF6658'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP) DF6658'IN DETROIT LAKES, 0.1 MILES NORTH ON TRUNK HIGHWAY 59 FROM JUNCTION OF DF6658'TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 10 AT WEST END OF DETROIT LAKES, AT DF6658'TRUNK HIGHWAY 59 MILEPOINT 264.05, 24.0 FEET WEST-NORTHWEST OF TRUNK DF6658'HIGHWAY 59, 84.8 FEET NORTH OF NORTHWEST CORNER OF BRIDGE OVER DF6658'RAILROAD TRACKS, 3.0 FEET WEST-NORTHWEST OF BACK OF GUARDRAIL, 2.8 DF6658'FEET NORTHEAST OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH4048 *********************************************************************** DH4048 DESIGNATION - MCHUGH DH4048 PID - DH4048 DH4048 STATE/COUNTY- MN/BECKER DH4048 USGS QUAD - DETROIT LAKES (1982) DH4048 DH4048 *CURRENT SURVEY CONTROL DH4048 ___________________________________________________________________ DH4048* NAD 83(1996)- 46 46 45.93381(N) 095 47 45.25242(W) ADJUSTED DH4048* NAVD 88 - 418.39 (meters) 1372.7 (feet) LEVELING DH4048 ___________________________________________________________________ DH4048 X - -441,896.669 (meters) COMP DH4048 Y - -4,353,487.612 (meters) COMP DH4048 Z - 4,625,292.651 (meters) COMP DH4048 LAPLACE CORR- 0.48 (seconds) DEFLEC99 DH4048 ELLIP HEIGHT- 391.87 (meters) (05/31/05) GPS OBS DH4048 GEOID HEIGHT- -26.50 (meters) GEOID03 DH4048 DH4048 HORZ ORDER - FIRST DH4048 VERT ORDER - THIRD ? DH4048 ELLP ORDER - THIRD CLASS I DH4048 DH4048.The horizontal coordinates were established by GPS observations DH4048.and adjusted by the MN DEPT OF TRANSP in May 2005. DH4048 DH4048.The orthometric height was determined by differential leveling. DH4048.The vertical network tie was performed by a horz. field party for horz. DH4048.obs reductions. Reset procedures were used to establish the elevation. DH4048 DH4048.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH4048 DH4048.The Laplace correction was computed from DEFLEC99 derived deflections. DH4048 DH4048.The ellipsoidal height was determined by GPS observations DH4048.and is referenced to NAD 83. DH4048 DH4048.The geoid height was determined by GEOID03. DH4048 DH4048; North East Units Scale Factor Converg. DH4048;SPC MN C - 298,932.113 681,954.925 MT 0.99995210 -1 07 05.8 DH4048;UTM 15 - 5,184,449.224 286,571.804 MT 1.00015991 -2 02 17.5 DH4048 DH4048! - Elev Factor x Scale Factor = Combined Factor DH4048!SPC MN C - 0.99993858 x 0.99995210 = 0.99989068 DH4048!UTM 15 - 0.99993858 x 1.00015991 = 1.00009848 DH4048 DH4048: Primary Azimuth Mark Grid Az DH4048:SPC MN C - GLAWE 140 48 54.5 DH4048:UTM 15 - GLAWE 141 44 06.2 DH4048 DH4048|---------------------------------------------------------------------| DH4048| PID Reference Object Distance Geod. Az | DH4048| dddmmss.s | DH4048| DH4045 GLAWE APPROX. 0.5 KM 1394148.7 | DH4048|---------------------------------------------------------------------| DH4048 DH4048 SUPERSEDED SURVEY CONTROL DH4048 DH4048.No superseded survey control is available for this station. DH4048 DH4048_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8657284449(NAD 83) DH4048_MARKER: DD = SURVEY DISK DH4048_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH4048_STAMPING: MCHUGH DH4048_MARK LOGO: MNDT DH4048_PROJECTION: RECESSED 8 CENTIMETERS DH4048_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH4048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH4048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH4048+SATELLITE: SATELLITE OBSERVATIONS - 2004 DH4048_ROD/PIPE-DEPTH: 18.3 meters DH4048 DH4048 HISTORY - Date Condition Report By DH4048 HISTORY - 2004 MONUMENTED MNDT DH4048 DH4048 STATION DESCRIPTION DH4048 DH4048'DESCRIBED BY MN DEPT OF TRANSP 2004 DH4048'3.5 MILES SOUTHEAST OF DETROIT LAKES, 3.50 MILES SOUTHEAST ALONG TRUNK DH4048'HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND ROOSEVELT AVENUE DH4048'IN DETROIT LAKES, AT TRUNK HIGHWAY 10 MILEPOINT 48.80, 64.8 FEET DH4048'SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 10, 206.0 FEET SOUTHEAST OF DH4048'COUNTY ROAD 53 (EAST SHORE DRIVE), 140.0 FEET NORTHWEST OF 290TH DH4048'AVENUE, 37.5 FEET NORTHEAST OF FRONTAGE ROAD 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DF6666 *********************************************************************** DF6666 DESIGNATION - ROOS RESET DF6666 PID - DF6666 DF6666 STATE/COUNTY- MN/BECKER DF6666 USGS QUAD - DETROIT LAKES (1982) DF6666 DF6666 *CURRENT SURVEY CONTROL DF6666 ___________________________________________________________________ DF6666* NAD 83(1996)- 46 49 27.44885(N) 095 50 14.80896(W) ADJUSTED DF6666* NAVD 88 - 421.471 (meters) 1382.78 (feet) ADJUSTED DF6666 ___________________________________________________________________ DF6666 X - -444,683.537 (meters) COMP DF6666 Y - -4,349,550.906 (meters) COMP DF6666 Z - 4,628,709.179 (meters) COMP DF6666 LAPLACE CORR- 0.14 (seconds) DEFLEC99 DF6666 ELLIP HEIGHT- 394.93 (meters) (05/31/05) GPS OBS DF6666 GEOID HEIGHT- -26.54 (meters) GEOID03 DF6666 DYNAMIC HT - 421.501 (meters) 1382.87 (feet) COMP DF6666 MODELED GRAV- 980,670.9 (mgal) NAVD 88 DF6666 DF6666 HORZ ORDER - FIRST DF6666 VERT ORDER - SECOND CLASS I DF6666 ELLP ORDER - THIRD CLASS I DF6666 DF6666.The horizontal coordinates were established by GPS observations DF6666.and adjusted by the MN DEPT OF TRANSP in May 2005. DF6666 DF6666.The orthometric height was determined by differential leveling DF6666.and adjusted by the National Geodetic Survey in December 2004. DF6666 DF6666.The X, Y, and Z were computed from the position and the ellipsoidal ht. DF6666 DF6666.The Laplace correction was computed from DEFLEC99 derived deflections. DF6666 DF6666.The ellipsoidal height was determined by GPS observations DF6666.and is referenced to NAD 83. DF6666 DF6666.The geoid height was determined by GEOID03. DF6666 DF6666.The dynamic height is computed by dividing the NAVD 88 DF6666.geopotential number by the normal gravity value computed on the DF6666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DF6666.degrees latitude (g = 980.6199 gals.). DF6666 DF6666.The modeled gravity was interpolated from observed gravity values. DF6666 DF6666; North East Units Scale Factor Converg. DF6666;SPC MN C - 303,981.174 678,883.037 MT 0.99995849 -1 08 54.0 DF6666;UTM 15 - 5,189,548.083 283,580.818 MT 1.00017571 -2 04 12.1 DF6666 DF6666! - Elev Factor x Scale Factor = Combined Factor DF6666!SPC MN C - 0.99993810 x 0.99995849 = 0.99989659 DF6666!UTM 15 - 0.99993810 x 1.00017571 = 1.00011380 DF6666 DF6666|---------------------------------------------------------------------| DF6666| PID Reference Object Distance Geod. Az | DF6666| dddmmss.s | DF6666| DG8178 CURRY 302.818 METERS 27023 | DF6666|---------------------------------------------------------------------| DF6666 DF6666 SUPERSEDED SURVEY CONTROL DF6666 DF6666 NAD 83(1996)- 46 49 27.44877(N) 095 50 14.80867(W) AD( ) 1 DF6666 ELLIP H (08/01/03) 394.94 (m) GP( ) 3 1 DF6666 NAVD 88 (08/01/03) 421.47 (m) 1382.8 (f) LEVELING 3 DF6666 DF6666.Superseded values are not recommended for survey control. DF6666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DF6666.See file dsdata.txt to determine how the superseded data were derived. DF6666 DF6666_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8358189548(NAD 83) DF6666_MARKER: DD = SURVEY DISK DF6666_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DF6666_STAMPING: ROOS 1990 RESET 1998 DF6666_MARK LOGO: MNDT DF6666_PROJECTION: FLUSH DF6666_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DF6666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DF6666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DF6666+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2004 DF6666_ROD/PIPE-DEPTH: 13.1 meters DF6666 DF6666 HISTORY - Date Condition Report By DF6666 HISTORY - 1998 MONUMENTED MNDT DF6666 HISTORY - 20000401 GOOD MNDT DF6666 HISTORY - 20001220 GOOD MNDT DF6666 HISTORY - 20041222 GOOD MNDT DF6666 DF6666 STATION DESCRIPTION DF6666 DF6666'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS) DF6666'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. DF6666' DF6666' DF6666 DF6666 STATION RECOVERY (2000) DF6666 DF6666'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) DF6666'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS IN DETROIT DF6666'LAKES, 0.8 MI (1.3 KM) EAST ON TH 34 FROM JCT OF TH 59 AND TH 34 IN DF6666'DETROIT LAKES THENCE 0.1 MI (0.2 KM) SOUTH ON ROOSEVELT AVE, AT TH 34 DF6666'MP 36.35, 29.5 FT (9.0 M) EAST OF ROOSEVELT AVE, 1.0 FT (0.3 M) NORTH DF6666'OF EXTENDED CENTER OF NORTH ST, 45.8 FT (14.0 M) SOUTH OF P-POLE, 44.5 DF6666'FT (13.6 M) SOUTH OF WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS. DF6666 DF6666 STATION RECOVERY (2004) DF6666 DF6666'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (WAS) DF6666'IN DETROIT LAKES, 0.8 MILES EAST ON TRUNK HIGHWAY 34 FROM JUNCTION OF DF6666'TRUNK HIGHWAY 59 AND TRUNK HIGHWAY 34 IN DETROIT LAKES THEN 0.1 MILES DF6666'SOUTH ON ROOSEVELT AVENUE, AT TRUNK HIGHWAY 34 MILEPOINT 36.35, 29.5 DF6666'FEET EAST OF ROOSEVELT AVENUE, 1.0 FEET NORTH OF EXTENDED CENTER OF DF6666'NORTH STREET, 45.8 FEET SOUTH OF POWER POLE, 44.5 FEET SOUTH OF DF6666'WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH4053 *********************************************************************** DH4053 DESIGNATION - SMITH DH4053 PID - DH4053 DH4053 STATE/COUNTY- MN/BECKER DH4053 USGS QUAD - DETROIT LAKES (1982) DH4053 DH4053 *CURRENT SURVEY CONTROL DH4053 ___________________________________________________________________ DH4053* NAD 83(1996)- 46 48 24.44621(N) 095 49 05.90753(W) ADJUSTED DH4053* NAVD 88 - 409.59 (meters) 1343.8 (feet) LEVELING DH4053 ___________________________________________________________________ DH4053 X - -443,373.565 (meters) COMP DH4053 Y - -4,351,102.473 (meters) COMP DH4053 Z - 4,627,369.028 (meters) COMP DH4053 LAPLACE CORR- 0.58 (seconds) DEFLEC99 DH4053 ELLIP HEIGHT- 383.05 (meters) (05/31/05) GPS OBS DH4053 GEOID HEIGHT- -26.52 (meters) GEOID03 DH4053 DH4053 HORZ ORDER - FIRST DH4053 VERT ORDER - THIRD ? DH4053 ELLP ORDER - THIRD CLASS I DH4053 DH4053.The horizontal coordinates were established by GPS observations DH4053.and adjusted by the MN DEPT OF TRANSP in May 2005. DH4053 DH4053.The orthometric height was determined by differential leveling. DH4053.The vertical network tie was performed by a horz. field party for horz. DH4053.obs reductions. Reset procedures were used to establish the elevation. DH4053 DH4053.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH4053 DH4053.The Laplace correction was computed from DEFLEC99 derived deflections. DH4053 DH4053.The ellipsoidal height was determined by GPS observations DH4053.and is referenced to NAD 83. DH4053 DH4053.The geoid height was determined by GEOID03. DH4053 DH4053; North East Units Scale Factor Converg. DH4053;SPC MN C - 302,007.040 680,304.591 MT 0.99995592 -1 08 04.2 DH4053;UTM 15 - 5,187,550.917 284,970.744 MT 1.00016834 -2 03 19.7 DH4053 DH4053! - Elev Factor x Scale Factor = Combined Factor DH4053!SPC MN C - 0.99993996 x 0.99995592 = 0.99989588 DH4053!UTM 15 - 0.99993996 x 1.00016834 = 1.00010829 DH4053 DH4053 SUPERSEDED SURVEY CONTROL DH4053 DH4053.No superseded survey control is available for this station. DH4053 DH4053_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8497187551(NAD 83) DH4053_MARKER: DD = SURVEY DISK DH4053_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH4053_STAMPING: SMITH 2004 DH4053_MARK LOGO: MNDT DH4053_PROJECTION: FLUSH DH4053_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH4053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH4053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH4053+SATELLITE: SATELLITE OBSERVATIONS - 2004 DH4053_ROD/PIPE-DEPTH: 15.2 meters DH4053 DH4053 HISTORY - Date Condition Report By DH4053 HISTORY - 2004 MONUMENTED MNDT DH4053 DH4053 STATION DESCRIPTION DH4053 DH4053'DESCRIBED BY MN DEPT OF TRANSP 2004 DH4053'1.0 MILES SOUTHEAST OF DETROIT LAKES, 1.2 MILES SOUTHEAST ALONG TRUNK DH4053'HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND ROOSEVELT AVENUE DH4053'IN DETROIT LAKES, AT TRUNK HIGHWAY 10 MILEPOINT 46.5, 63.6 FEET DH4053'SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 10, 180.0 FEET SOUTHWEST OF DH4053'NORTHSHORE DRIVE, 146.3 FEET SOUTH-SOUTHEAST OF LIGHT STANDARD, 112.0 DH4053'FEET WEST OF LIGHT STANDARD, 30.5 FEET NORTH-NORTHEAST OF FRONTAGE DH4053'ROAD, 10.5 FEET SOUTHWEST OF BIKE PATH, 2.2 FEET NORTHWEST OF WITNESS DH4053'POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DG7092 *********************************************************************** DG7092 DESIGNATION - U 48 RESET DG7092 PID - DG7092 DG7092 STATE/COUNTY- MN/BECKER DG7092 USGS QUAD - DETROIT LAKES (1982) DG7092 DG7092 *CURRENT SURVEY CONTROL DG7092 ___________________________________________________________________ DG7092* NAD 83(1996)- 46 49 10.98258(N) 095 50 44.07525(W) ADJUSTED DG7092* NAVD 88 - 416.294 (meters) 1365.79 (feet) ADJUSTED DG7092 ___________________________________________________________________ DG7092 X - -445,338.083 (meters) COMP DG7092 Y - -4,349,853.133 (meters) COMP DG7092 Z - 4,628,357.447 (meters) COMP DG7092 LAPLACE CORR- 0.01 (seconds) DEFLEC99 DG7092 ELLIP HEIGHT- 389.75 (meters) (05/31/05) GPS OBS DG7092 GEOID HEIGHT- -26.54 (meters) GEOID03 DG7092 DYNAMIC HT - 416.323 (meters) 1365.89 (feet) COMP DG7092 MODELED GRAV- 980,669.9 (mgal) NAVD 88 DG7092 DG7092 HORZ ORDER - FIRST DG7092 VERT ORDER - SECOND CLASS I DG7092 ELLP ORDER - THIRD CLASS I DG7092 DG7092.The horizontal coordinates were established by GPS observations DG7092.and adjusted by the MN DEPT OF TRANSP in May 2005. DG7092 DG7092.The orthometric height was determined by differential leveling DG7092.and adjusted by the National Geodetic Survey in December 2004. DG7092.No vertical observational check was made to the station. DG7092 DG7092.The X, Y, and Z were computed from the position and the ellipsoidal ht. DG7092 DG7092.The Laplace correction was computed from DEFLEC99 derived deflections. DG7092 DG7092.The ellipsoidal height was determined by GPS observations DG7092.and is referenced to NAD 83. DG7092 DG7092.The geoid height was determined by GEOID03. DG7092 DG7092.The dynamic height is computed by dividing the NAVD 88 DG7092.geopotential number by the normal gravity value computed on the DG7092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 DG7092.degrees latitude (g = 980.6199 gals.). DG7092 DG7092.The modeled gravity was interpolated from observed gravity values. DG7092 DG7092; North East Units Scale Factor Converg. DG7092;SPC MN C - 303,485.286 678,252.623 MT 0.99995781 -1 09 15.2 DG7092;UTM 15 - 5,189,062.293 282,942.369 MT 1.00017912 -2 04 32.9 DG7092 DG7092! - Elev Factor x Scale Factor = Combined Factor DG7092!SPC MN C - 0.99993891 x 0.99995781 = 0.99989672 DG7092!UTM 15 - 0.99993891 x 1.00017912 = 1.00011802 DG7092 DG7092 SUPERSEDED SURVEY CONTROL DG7092 DG7092 NAVD 88 (05/31/05) 416.29 (m) 1365.8 (f) LEVELING 3 DG7092 DG7092.Superseded values are not recommended for survey control. DG7092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. DG7092.See file dsdata.txt to determine how the superseded data were derived. DG7092 DG7092_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8294289062(NAD 83) DG7092_MARKER: DV = VERTICAL CONTROL DISK DG7092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DG7092_STAMPING: U 48 1934 RESET 2000 DG7092_MARK LOGO: MNDT DG7092_PROJECTION: FLUSH DG7092_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DG7092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DG7092+STABILITY: SURFACE MOTION DG7092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DG7092+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2004 DG7092 DG7092 HISTORY - Date Condition Report By DG7092 HISTORY - 1934 MONUMENTED MNDT DG7092 HISTORY - 20001220 GOOD MNDT DG7092 HISTORY - 20041025 GOOD MNDT DG7092 DG7092 STATION DESCRIPTION DG7092 DG7092'DESCRIBED BY MN DEPT OF TRANSP 2000 (WAS) DG7092'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS AT DETROIT DG7092'LAKES, 54 FT (16.5 M) EAST OF EAST SIDE OF RR STATION, IN PARK, 28 FT DG7092'(8.5 M) SOUTH OF SOUTH MAIN RR TRACK, 5 FT (1.5 M) SOUTH OF BRICK DG7092'WALL. CONCRETE MONUMENT SET IN 1934, IN 2000 A NEW DISK WAS SET IN DG7092'EXISTING CONCRETE MONUMENT. DG7092 DG7092 STATION RECOVERY (2004) DG7092 DG7092'RECOVERY NOTE BY MN DEPT OF TRANSP 2004 (MPP) DG7092'AT DETROIT LAKES, 0.6 MILES EAST ALONG TRUNK HIGHWAY 10 FROM JUNCTION DG7092'OF TRUNK HIGHWAY 10 AND TRUNK HIGHWAY 34-TRUNK HIGHWAY 59 AT WEST SIDE DG7092'OF DETROIT LAKES, AT TRUNK HIGHWAY 10 MILEPOINT 45.0, 74 FEET WEST OF DG7092'SOUTHBOUND WASHINGTON AVENUE, 54 FEET EAST OF EAST SIDE OF RAILROAD DG7092'STATION, IN PARK, 28 FEET SOUTH OF SOUTH MAIN RAILROAD TRACK, 5.0 FEET DG7092'SOUTH OF METAL RAILING, 4.9 FEET SOUTH OF WITNESS POST 1 National Geodetic Survey, Retrieval Date = JULY 1, 2005 DH4055 *********************************************************************** DH4055 DESIGNATION - WAYNE DH4055 PID - DH4055 DH4055 STATE/COUNTY- MN/BECKER DH4055 USGS QUAD - DETROIT LAKES (1982) DH4055 DH4055 *CURRENT SURVEY CONTROL DH4055 ___________________________________________________________________ DH4055* NAD 83(1996)- 46 48 35.74273(N) 095 49 30.21846(W) ADJUSTED DH4055* NAVD 88 - 416.53 (meters) 1366.6 (feet) LEVELING DH4055 ___________________________________________________________________ DH4055 X - -443,861.063 (meters) COMP DH4055 Y - -4,350,801.885 (meters) COMP DH4055 Z - 4,627,612.859 (meters) COMP DH4055 LAPLACE CORR- 0.42 (seconds) DEFLEC99 DH4055 ELLIP HEIGHT- 389.99 (meters) (05/31/05) GPS OBS DH4055 GEOID HEIGHT- -26.53 (meters) GEOID03 DH4055 DH4055 HORZ ORDER - FIRST DH4055 VERT ORDER - THIRD ? DH4055 ELLP ORDER - THIRD CLASS I DH4055 DH4055.The horizontal coordinates were established by GPS observations DH4055.and adjusted by the MN DEPT OF TRANSP in May 2005. DH4055 DH4055.The orthometric height was determined by differential leveling. DH4055.The vertical network tie was performed by a horz. field party for horz. DH4055.obs reductions. Reset procedures were used to establish the elevation. DH4055 DH4055.The X, Y, and Z were computed from the position and the ellipsoidal ht. DH4055 DH4055.The Laplace correction was computed from DEFLEC99 derived deflections. DH4055 DH4055.The ellipsoidal height was determined by GPS observations DH4055.and is referenced to NAD 83. DH4055 DH4055.The geoid height was determined by GEOID03. DH4055 DH4055; North East Units Scale Factor Converg. DH4055;SPC MN C - 302,366.017 679,796.194 MT 0.99995638 -1 08 21.8 DH4055;UTM 15 - 5,187,918.098 284,468.075 MT 1.00017100 -2 03 37.8 DH4055 DH4055! - Elev Factor x Scale Factor = Combined Factor DH4055!SPC MN C - 0.99993887 x 0.99995638 = 0.99989525 DH4055!UTM 15 - 0.99993887 x 1.00017100 = 1.00010986 DH4055 DH4055 SUPERSEDED SURVEY CONTROL DH4055 DH4055.No superseded survey control is available for this station. DH4055 DH4055_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TTM8446887918(NAD 83) DH4055_MARKER: DD = SURVEY DISK DH4055_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DH4055_STAMPING: WAYNE 2004 DH4055_MARK LOGO: MNDT DH4055_PROJECTION: RECESSED 5 CENTIMETERS DH4055_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DH4055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DH4055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DH4055+SATELLITE: SATELLITE OBSERVATIONS - 2004 DH4055_ROD/PIPE-DEPTH: 13.7 meters DH4055 DH4055 HISTORY - Date Condition Report By DH4055 HISTORY - 2004 MONUMENTED MNDT DH4055 DH4055 STATION DESCRIPTION DH4055 DH4055'DESCRIBED BY MN DEPT OF TRANSP 2004 DH4055'1.0 MILES SOUTHEAST OF DETROIT LAKES, 0.75 MILES SOUTHEAST ALONG TRUNK DH4055'HIGHWAY 10 FROM THE JUNCTION OF TRUNK HIGHWAY 10 AND ROOSEVELT AVENUE DH4055'IN DETROIT LAKES, AT TRUNK HIGHWAY 10 MILEPOINT 46.15, 41.0 FEET DH4055'SOUTHWEST OF EASTBOUND TRUNK HIGHWAY 10, 18.1 FEET NORTHEAST OF DH4055'FRONTAGE ROAD, 86.5 FEET NORTHWEST OF LIGHT STANDARD, 2.7 FEET DH4055'NORTHWEST OF WITNESS POST