1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DE8723 *********************************************************************** DE8723 DESIGNATION - 8101 A DE8723 PID - DE8723 DE8723 STATE/COUNTY- MN/WASECA DE8723 USGS QUAD - NEW RICHLAND (1967) DE8723 DE8723 *CURRENT SURVEY CONTROL DE8723 ___________________________________________________________________ DE8723* NAD 83(1996)- 43 55 13.98205(N) 093 29 12.90168(W) ADJUSTED DE8723* NAVD 88 - 351.96 (meters) 1154.7 (feet) LEVELING DE8723 ___________________________________________________________________ DE8723 X - -279,886.594 (meters) COMP DE8723 Y - -4,593,317.557 (meters) COMP DE8723 Z - 4,401,961.275 (meters) COMP DE8723 LAPLACE CORR- 3.70 (seconds) DEFLEC99 DE8723 ELLIP HEIGHT- 323.01 (meters) (12/09/02) GPS OBS DE8723 GEOID HEIGHT- -28.97 (meters) GEOID99 DE8723 DE8723 HORZ ORDER - FIRST DE8723 VERT ORDER - THIRD ? DE8723 ELLP ORDER - SECOND CLASS I DE8723 DE8723.The horizontal coordinates were established by GPS observations DE8723.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8723 DE8723.The orthometric height was determined by differential leveling. DE8723.The vertical network tie was performed by a horz. field party for horz. DE8723.obs reductions. Reset procedures were used to establish the elevation. DE8723 DE8723.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8723 DE8723.The Laplace correction was computed from DEFLEC99 derived deflections. DE8723 DE8723.The ellipsoidal height was determined by GPS observations DE8723.and is referenced to NAD 83. DE8723 DE8723.The geoid height was determined by GEOID99. DE8723 DE8723; North East Units Scale Converg. DE8723;SPC MN S - 202,413.899 841,205.919 MT 0.99997309 +0 21 34.7 DE8723;UTM 15 - 4,863,163.848 460,909.778 MT 0.99961879 -0 20 15.9 DE8723 DE8723: Primary Azimuth Mark Grid Az DE8723:SPC MN S - 8101 R 002 14 26.1 DE8723:UTM 15 - 8101 R 002 56 16.7 DE8723 DE8723|---------------------------------------------------------------------| DE8723| PID Reference Object Distance Geod. Az | DE8723| dddmmss.s | DE8723| DE8732 8101 R APPROX. 0.9 KM 0023600.8 | DE8723|---------------------------------------------------------------------| DE8723 DE8723 SUPERSEDED SURVEY CONTROL DE8723 DE8723.No superseded survey control is available for this station. DE8723 DE8723_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6091063164(NAD 83) DE8723_MARKER: DB = BENCH MARK DISK DE8723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE8723_STAMPING: 8101 A 1966 DE8723_MARK LOGO: MNDT DE8723_PROJECTION: PROJECTING 3 CENTIMETERS DE8723_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DE8723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE8723+STABILITY: SURFACE MOTION DE8723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8723+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 DE8723 DE8723 HISTORY - Date Condition Report By DE8723 HISTORY - 1966 MONUMENTED MNDT DE8723 HISTORY - 19991123 GOOD MNDT DE8723 HISTORY - 20020710 GOOD MNDT DE8723 DE8723 STATION DESCRIPTION DE8723 DE8723'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH) DE8723'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 2 MI (3.2 KM) DE8723'NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 73 FT (22.3 M) WEST DE8723'OF TH 13, AT TH 13 MP 20.5, 41 FT (12.5 M) SOUTH OF DRIVEWAY, 0.8 FT DE8723'(24.4 CM) SE OF WIT POST, PROJECTS 1 IN, MAGNETIC AND SUITABLE FOR DE8723'GPS. DE8723 DE8723 STATION RECOVERY (2002) DE8723 DE8723'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) DE8723'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 2 MI (3.2 KM) DE8723'NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 73 FT (22.3 M) WEST DE8723'OF TH 13, AT TH 13 MP 20.5, 41 FT (12.5 M) SOUTH OF DRIVEWAY, 0.8 FT DE8723'(24.4 CM) SE OF WIT POST, PROJECTS 1 IN, MAGNETIC AND SUITABLE FOR DE8723'GPS. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DE8724 *********************************************************************** DE8724 DESIGNATION - 8101 B DE8724 PID - DE8724 DE8724 STATE/COUNTY- MN/WASECA DE8724 USGS QUAD - NEW RICHLAND (1967) DE8724 DE8724 *CURRENT SURVEY CONTROL DE8724 ___________________________________________________________________ DE8724* NAD 83(1996)- 43 56 06.01353(N) 093 29 19.06468(W) ADJUSTED DE8724* NAVD 88 - 353.59 (meters) 1160.1 (feet) LEVELING DE8724 ___________________________________________________________________ DE8724 X - -279,956.113 (meters) COMP DE8724 Y - -4,592,198.287 (meters) COMP DE8724 Z - 4,403,119.076 (meters) COMP DE8724 LAPLACE CORR- 3.81 (seconds) DEFLEC99 DE8724 ELLIP HEIGHT- 324.66 (meters) (12/09/02) GPS OBS DE8724 GEOID HEIGHT- -28.94 (meters) GEOID99 DE8724 DE8724 HORZ ORDER - FIRST DE8724 VERT ORDER - THIRD ? DE8724 ELLP ORDER - SECOND CLASS I DE8724 DE8724.The horizontal coordinates were established by GPS observations DE8724.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8724 DE8724.The orthometric height was determined by differential leveling. DE8724.The vertical network tie was performed by a horz. field party for horz. DE8724.obs reductions. Reset procedures were used to establish the elevation. DE8724 DE8724.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8724 DE8724.The Laplace correction was computed from DEFLEC99 derived deflections. DE8724 DE8724.The ellipsoidal height was determined by GPS observations DE8724.and is referenced to NAD 83. DE8724 DE8724.The geoid height was determined by GEOID99. DE8724 DE8724; North East Units Scale Converg. DE8724;SPC MN S - 204,018.866 841,058.388 MT 0.99997059 +0 21 30.4 DE8724;UTM 15 - 4,864,769.925 460,781.839 MT 0.99961892 -0 20 20.5 DE8724 DE8724: Primary Azimuth Mark Grid Az DE8724:SPC MN S - 8101 A 174 44 52.9 DE8724:UTM 15 - 8101 A 175 26 43.8 DE8724 DE8724|---------------------------------------------------------------------| DE8724| PID Reference Object Distance Geod. Az | DE8724| dddmmss.s | DE8724| DE8723 8101 A APPROX. 1.6 KM 1750623.3 | DE8724|---------------------------------------------------------------------| DE8724 DE8724 SUPERSEDED SURVEY CONTROL DE8724 DE8724.No superseded survey control is available for this station. DE8724 DE8724_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6078264770(NAD 83) DE8724_MARKER: DB = BENCH MARK DISK DE8724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE8724_STAMPING: 8101 B 1966 DE8724_MARK LOGO: MNDT DE8724_PROJECTION: PROJECTING 8 CENTIMETERS DE8724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DE8724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE8724+STABILITY: SURFACE MOTION DE8724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8724+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 DE8724 DE8724 HISTORY - Date Condition Report By DE8724 HISTORY - 1966 MONUMENTED MNDT DE8724 HISTORY - 19991123 GOOD MNDT DE8724 HISTORY - 20020710 GOOD MNDT DE8724 DE8724 STATION DESCRIPTION DE8724 DE8724'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH) DE8724'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 3 MI (4.8 KM) DE8724'NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 75 FT (22.9 M) WEST DE8724'OF TH 13, AT TH 13 MP 21.5, 53 FT (16.2 M) SOUTH OF TWP RD, 1.2 FT DE8724'(0.4 M) NORTH OF R/W POST, 24.5 FT (7.5 M) SE OF P-POLE, 0.7 FT (21.3 DE8724'CM) EAST OF WIT POST, PROJECTS 3 IN, MAGNETIC AND SUITABLE FOR GPS. DE8724 DE8724 STATION RECOVERY (2002) DE8724 DE8724'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) DE8724'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 3 MI (4.8 KM) DE8724'NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 75 FT (22.9 M) WEST DE8724'OF TH 13, AT TH 13 MP 21.5, 53 FT (16.2 M) SOUTH OF TWP RD, 1.2 FT DE8724'(0.4 M) NORTH OF R/W POST, 24.5 FT (7.5 M) SE OF P-POLE, 0.7 FT (21.3 DE8724'CM) EAST OF WIT POST, PROJECTS 3 IN, MAGNETIC AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DE8725 *********************************************************************** DE8725 DESIGNATION - 8101 D DE8725 PID - DE8725 DE8725 STATE/COUNTY- MN/WASECA DE8725 USGS QUAD - NEW RICHLAND (1967) DE8725 DE8725 *CURRENT SURVEY CONTROL DE8725 ___________________________________________________________________ DE8725* NAD 83(1996)- 43 57 25.33888(N) 093 29 28.56930(W) ADJUSTED DE8725* NAVD 88 - 352.51 (meters) 1156.5 (feet) LEVELING DE8725 ___________________________________________________________________ DE8725 X - -280,064.202 (meters) COMP DE8725 Y - -4,590,488.626 (meters) COMP DE8725 Z - 4,404,881.223 (meters) COMP DE8725 LAPLACE CORR- 3.98 (seconds) DEFLEC99 DE8725 ELLIP HEIGHT- 323.63 (meters) (12/09/02) GPS OBS DE8725 GEOID HEIGHT- -28.89 (meters) GEOID99 DE8725 DE8725 HORZ ORDER - FIRST DE8725 VERT ORDER - THIRD ? DE8725 ELLP ORDER - SECOND CLASS I DE8725 DE8725.The horizontal coordinates were established by GPS observations DE8725.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8725 DE8725.The orthometric height was determined by differential leveling. DE8725.The vertical network tie was performed by a horz. field party for horz. DE8725.obs reductions. Reset procedures were used to establish the elevation. DE8725 DE8725.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8725 DE8725.The Laplace correction was computed from DEFLEC99 derived deflections. DE8725 DE8725.The ellipsoidal height was determined by GPS observations DE8725.and is referenced to NAD 83. DE8725 DE8725.The geoid height was determined by GEOID99. DE8725 DE8725; North East Units Scale Converg. DE8725;SPC MN S - 206,465.735 840,831.172 MT 0.99996689 +0 21 23.7 DE8725;UTM 15 - 4,867,218.521 460,584.497 MT 0.99961911 -0 20 27.6 DE8725 DE8725: Primary Azimuth Mark Grid Az DE8725:SPC MN S - 8101 S 358 54 54.2 DE8725:UTM 15 - 8101 S 359 36 45.5 DE8725 DE8725|---------------------------------------------------------------------| DE8725| PID Reference Object Distance Geod. Az | DE8725| dddmmss.s | DE8725| DE8733 8101 S APPROX. 0.8 KM 3591617.9 | DE8725| DE8734 8101 T APPROX. 1.5 KM 3593624.2 | DE8725|---------------------------------------------------------------------| DE8725 DE8725 SUPERSEDED SURVEY CONTROL DE8725 DE8725.No superseded survey control is available for this station. DE8725 DE8725_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6058467219(NAD 83) DE8725_MARKER: DB = BENCH MARK DISK DE8725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE8725_STAMPING: 8101 D 1966 DE8725_MARK LOGO: MNDT DE8725_PROJECTION: RECESSED 5 CENTIMETERS DE8725_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DE8725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE8725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8725+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 DE8725 DE8725 HISTORY - Date Condition Report By DE8725 HISTORY - 1966 MONUMENTED MNDT DE8725 HISTORY - 19991123 GOOD MNDT DE8725 HISTORY - 20020710 GOOD MNDT DE8725 DE8725 STATION DESCRIPTION DE8725 DE8725'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH) DE8725'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 4.5 MI (7.2 KM) DE8725'NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 75 FT (22.9 M) EAST DE8725'OF TH 13, AT TH 13 MP 23, 65 FT (19.8 M) NORTH OF CO RD 20, 1.9 FT DE8725'(0.6 M) SOUTH OF RP POST, 0.6 FT (18.3 CM) WEST OF WIT POST, RECESSED DE8725'2 IN, MAGNETIC AND SUITABLE FOR GPS. DE8725 DE8725 STATION RECOVERY (2002) DE8725 DE8725'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) DE8725'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 4.5 MI (7.2 KM) DE8725'NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 75 FT (22.9 M) EAST DE8725'OF TH 13, AT TH 13 MP 23, 65 FT (19.8 M) NORTH OF CO RD 20, 1.9 FT DE8725'(0.6 M) SOUTH OF RP POST, 0.6 FT (18.3 CM) WEST OF WIT POST, RECESSED DE8725'2 IN, MAGNETIC AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DE8726 *********************************************************************** DE8726 DESIGNATION - 8101 F DE8726 PID - DE8726 DE8726 STATE/COUNTY- MN/WASECA DE8726 USGS QUAD - NEW RICHLAND (1967) DE8726 DE8726 *CURRENT SURVEY CONTROL DE8726 ___________________________________________________________________ DE8726* NAD 83(1996)- 43 58 41.94724(N) 093 29 37.94355(W) ADJUSTED DE8726* NAVD 88 - 348.37 (meters) 1142.9 (feet) LEVELING DE8726 ___________________________________________________________________ DE8726 X - -280,172.605 (meters) COMP DE8726 Y - -4,588,834.380 (meters) COMP DE8726 Z - 4,406,580.243 (meters) COMP DE8726 LAPLACE CORR- 4.17 (seconds) DEFLEC99 DE8726 ELLIP HEIGHT- 319.53 (meters) (12/09/02) GPS OBS DE8726 GEOID HEIGHT- -28.84 (meters) GEOID99 DE8726 DE8726 HORZ ORDER - FIRST DE8726 VERT ORDER - THIRD ? DE8726 ELLP ORDER - SECOND CLASS I DE8726 DE8726.The horizontal coordinates were established by GPS observations DE8726.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8726 DE8726.The orthometric height was determined by differential leveling. DE8726.The vertical network tie was performed by a horz. field party for horz. DE8726.obs reductions. Reset procedures were used to establish the elevation. DE8726 DE8726.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8726 DE8726.The Laplace correction was computed from DEFLEC99 derived deflections. DE8726 DE8726.The ellipsoidal height was determined by GPS observations DE8726.and is referenced to NAD 83. DE8726 DE8726.The geoid height was determined by GEOID99. DE8726 DE8726; North East Units Scale Converg. DE8726;SPC MN S - 208,828.776 840,607.540 MT 0.99996346 +0 21 17.1 DE8726;UTM 15 - 4,869,583.292 460,389.720 MT 0.99961930 -0 20 34.6 DE8726 DE8726: Primary Azimuth Mark Grid Az DE8726:SPC MN S - 8101 G 348 52 11.3 DE8726:UTM 15 - 8101 G 349 34 03.0 DE8726 DE8726|---------------------------------------------------------------------| DE8726| PID Reference Object Distance Geod. Az | DE8726| dddmmss.s | DE8726| DE8727 8101 G APPROX. 1.1 KM 3491328.4 | DE8726|---------------------------------------------------------------------| DE8726 DE8726 SUPERSEDED SURVEY CONTROL DE8726 DE8726.No superseded survey control is available for this station. DE8726 DE8726_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6039069583(NAD 83) DE8726_MARKER: DB = BENCH MARK DISK DE8726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE8726_STAMPING: 8101 F 1966 DE8726_MARK LOGO: MNDT DE8726_PROJECTION: FLUSH DE8726_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DE8726_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE8726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8726+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 DE8726 DE8726 HISTORY - Date Condition Report By DE8726 HISTORY - 1966 MONUMENTED MNDT DE8726 HISTORY - 19991123 GOOD MNDT DE8726 HISTORY - 20020710 GOOD MNDT DE8726 DE8726 STATION DESCRIPTION DE8726 DE8726'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH) DE8726'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 6 MI (9.7 KM) DE8726'NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 75 FT (22.9 M) WSW OF DE8726'TH 13, AT TH 13 MP 24.55, 155 FT (47.2 M) SOUTH OF CO RD 15, 29.3 FT DE8726'(8.9 M) SE OF CABLE MARKER, 0.6 FT (18.3 CM) ENE OF WIT POST, FLUSH, DE8726'MAGNETIC AND SUITABLE FOR GPS. DE8726 DE8726 STATION RECOVERY (2002) DE8726 DE8726'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) DE8726'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 6 MI (9.7 KM) DE8726'NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 75 FT (22.9 M) WSW OF DE8726'TH 13, AT TH 13 MP 24.55, 155 FT (47.2 M) SOUTH OF CO RD 15, 29.3 FT DE8726'(8.9 M) SE OF CABLE MARKER, 0.6 FT (18.3 CM) ENE OF WIT POST, FLUSH, DE8726'MAGNETIC AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DE8727 *********************************************************************** DE8727 DESIGNATION - 8101 G DE8727 PID - DE8727 DE8727 STATE/COUNTY- MN/WASECA DE8727 USGS QUAD - NEW RICHLAND (1967) DE8727 DE8727 *CURRENT SURVEY CONTROL DE8727 ___________________________________________________________________ DE8727* NAD 83(1996)- 43 59 15.94585(N) 093 29 46.90547(W) ADJUSTED DE8727* NAVD 88 - 351.58 (meters) 1153.5 (feet) LEVELING DE8727 ___________________________________________________________________ DE8727 X - -280,327.682 (meters) COMP DE8727 Y - -4,588,097.127 (meters) COMP DE8727 Z - 4,407,337.577 (meters) COMP DE8727 LAPLACE CORR- 4.21 (seconds) DEFLEC99 DE8727 ELLIP HEIGHT- 322.76 (meters) (12/09/02) GPS OBS DE8727 GEOID HEIGHT- -28.82 (meters) GEOID99 DE8727 DE8727 HORZ ORDER - FIRST DE8727 VERT ORDER - THIRD ? DE8727 ELLP ORDER - SECOND CLASS I DE8727 DE8727.The horizontal coordinates were established by GPS observations DE8727.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8727 DE8727.The orthometric height was determined by differential leveling. DE8727.The vertical network tie was performed by a horz. field party for horz. DE8727.obs reductions. Reset procedures were used to establish the elevation. DE8727 DE8727.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8727 DE8727.The Laplace correction was computed from DEFLEC99 derived deflections. DE8727 DE8727.The ellipsoidal height was determined by GPS observations DE8727.and is referenced to NAD 83. DE8727 DE8727.The geoid height was determined by GEOID99. DE8727 DE8727; North East Units Scale Converg. DE8727;SPC MN S - 209,876.831 840,401.346 MT 0.99996198 +0 21 10.8 DE8727;UTM 15 - 4,870,633.419 460,196.371 MT 0.99961949 -0 20 41.0 DE8727 DE8727: Primary Azimuth Mark Grid Az DE8727:SPC MN S - 8101 F 168 52 11.4 DE8727:UTM 15 - 8101 F 169 34 03.2 DE8727 DE8727|---------------------------------------------------------------------| DE8727| PID Reference Object Distance Geod. Az | DE8727| dddmmss.s | DE8727| DE8726 8101 F APPROX. 1.1 KM 1691322.2 | DE8727|---------------------------------------------------------------------| DE8727 DE8727 SUPERSEDED SURVEY CONTROL DE8727 DE8727.No superseded survey control is available for this station. DE8727 DE8727_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6019670633(NAD 83) DE8727_MARKER: DB = BENCH MARK DISK DE8727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE8727_STAMPING: 8101 G 1966 DE8727_MARK LOGO: MNDT DE8727_PROJECTION: PROJECTING 36 CENTIMETERS DE8727_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DE8727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE8727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8727+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 DE8727 DE8727 HISTORY - Date Condition Report By DE8727 HISTORY - 1966 MONUMENTED MNDT DE8727 HISTORY - 19991123 GOOD MNDT DE8727 HISTORY - 20020710 GOOD MNDT DE8727 DE8727 STATION DESCRIPTION DE8727 DE8727'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH) DE8727'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 6.8 MI (10.9 DE8727'KM) NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 74 FT (22.6 M) DE8727'EAST OF TH 13, AT TH 13 MP 25.3, 35 FT (10.7 M) NORTH OF TWP RD, 1.2 DE8727'FT (0.4 M) NNW OF CABLE MARKER, 0.8 FT (24.4 CM) WEST OF WIT POST, DE8727'PROJECTS 14 INCHES, MAGNETIC AND SUITABLE FOR GPS. DE8727 DE8727 STATION RECOVERY (2002) DE8727 DE8727'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) DE8727'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 6.8 MI (10.9 DE8727'KM) NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, 74 FT (22.6 M) DE8727'EAST OF TH 13, AT TH 13 MP 25.3, 35 FT (10.7 M) NORTH OF TWP RD, 1.2 DE8727'FT (0.4 M) NNW OF CABLE MARKER, 0.8 FT (24.4 CM) WEST OF WIT POST, DE8727'PROJECTS 14 INCHES, MAGNETIC AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 PP3195 *********************************************************************** PP3195 DESIGNATION - 8101 I PP3195 PID - PP3195 PP3195 STATE/COUNTY- MN/WASECA PP3195 USGS QUAD - MERIDEN (1992) PP3195 PP3195 *CURRENT SURVEY CONTROL PP3195 ___________________________________________________________________ PP3195* NAD 83(1996)- 44 00 50.01825(N) 093 29 48.87339(W) ADJUSTED PP3195* NAVD 88 - 345.04 (meters) 1132.0 (feet) LEVELING PP3195 ___________________________________________________________________ PP3195 X - -280,248.141 (meters) COMP PP3195 Y - -4,586,076.477 (meters) COMP PP3195 Z - 4,409,421.747 (meters) COMP PP3195 LAPLACE CORR- 4.49 (seconds) DEFLEC99 PP3195 ELLIP HEIGHT- 316.27 (meters) (12/09/02) GPS OBS PP3195 GEOID HEIGHT- -28.75 (meters) GEOID99 PP3195 PP3195 HORZ ORDER - FIRST PP3195 VERT ORDER - THIRD ? PP3195 ELLP ORDER - SECOND CLASS I PP3195 PP3195.The horizontal coordinates were established by GPS observations PP3195.and adjusted by the MN DEPT OF TRANSP in December 2002. PP3195 PP3195.The orthometric height was determined by differential leveling. PP3195.The vertical network tie was performed by a horz. field party for horz. PP3195.obs reductions. Reset procedures were used to establish the elevation. PP3195 PP3195.The X, Y, and Z were computed from the position and the ellipsoidal ht. PP3195 PP3195.The Laplace correction was computed from DEFLEC99 derived deflections. PP3195 PP3195.The ellipsoidal height was determined by GPS observations PP3195.and is referenced to NAD 83. PP3195 PP3195.The geoid height was determined by GEOID99. PP3195 PP3195; North East Units Scale Converg. PP3195;SPC MN S - 212,779.888 840,339.626 MT 0.99995802 +0 21 09.5 PP3195;UTM 15 - 4,873,536.025 460,170.021 MT 0.99961951 -0 20 43.0 PP3195 PP3195: Primary Azimuth Mark Grid Az PP3195:SPC MN S - 8101 V 000 25 56.3 PP3195:UTM 15 - 8101 V 001 07 48.8 PP3195 PP3195|---------------------------------------------------------------------| PP3195| PID Reference Object Distance Geod. Az | PP3195| dddmmss.s | PP3195| DE8736 8101 V APPROX. 1.9 KM 0004705.8 | PP3195| DE8728 8101 J APPROX. 1.2 KM 3592552.2 | PP3195|---------------------------------------------------------------------| PP3195 PP3195 SUPERSEDED SURVEY CONTROL PP3195 PP3195 NAD 83(1996)- 44 00 50.01770(N) 093 29 48.87380(W) AD( ) 2 PP3195 ELLIP HT - 316.26 (m) (03/16/99) GP( ) 4 1 PP3195 ELLIP HT - 316.46 (m) (11/21/91) GP( ) 4 1 PP3195 NAD 83(1986)- 44 00 50.00607(N) 093 29 48.87377(W) AD( ) 2 PP3195 NGVD 29 - 344.94 (m) 1131.7 (f) LEVELING 3 PP3195 PP3195.Superseded values are not recommended for survey control. PP3195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PP3195.See file dsdata.txt to determine how the superseded data were derived. PP3195 PP3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6017073536(NAD 83) PP3195_MARKER: DB = BENCH MARK DISK PP3195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT PP3195_STAMPING: 8101 I 1966 PP3195_MARK LOGO: MNDT PP3195_PROJECTION: PROJECTING 15 CENTIMETERS PP3195_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT PP3195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO PP3195+STABILITY: SURFACE MOTION PP3195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PP3195+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 PP3195 PP3195 HISTORY - Date Condition Report By PP3195 HISTORY - 1966 MONUMENTED MNDT PP3195 HISTORY - 19900709 GOOD NGS PP3195 HISTORY - 19991123 GOOD MNDT PP3195 HISTORY - 20020710 GOOD MNDT PP3195 PP3195 STATION DESCRIPTION PP3195 PP3195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990 PP3195'STATION IS LOCATED ABOUT 11.3 KM (7.0 MI) NORTH OF NEW RICHMOND, 8.2 PP3195'KM (5.1 MI) SOUTH OF WASECA, IN THE WEST R-O-W OF STATE ROUTE 13, PP3195'NEAR THE NORTHEAST CORNER OF PROPERTY OF MR. BAUMAN, AT MILE POST PP3195'NUMBER 27. OWNERSHIP-MNDT PP3195'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 13 AND PP3195'U.S.HIGHWAY 14 AT WASECA, GO SOUTH ALONG STATE ROUTE 13 FOR 8.2 KM PP3195'(5.1 MI) TO THE STATION ON THE RIGHT AT MILE POST NUMBER 27. PP3195'STATION IS 22.3 M (73.2 FT) WEST OF THE CENTERLINE OF THE HIGHWAY, 14 PP3195'M (45.9 FT) SOUTH OF THE APPROXIMATE CENTER OF GRAVEL ROAD, 1.8 M PP3195'(5.9 FT) NORTHEAST OF A TELEPHONE JUNCTION BOX, 0.12 M (0.39 FT) PP3195'SOUTH OF A MNDT WITNESS POST WITH BM SIGN ATTACHED. PP3195'DESCRIBED BY G.F.S. PP3195 PP3195 STATION RECOVERY (1999) PP3195 PP3195'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH) PP3195'THE MARK WAS RECOVERED IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS. PP3195'THE MARK IS 4.85 MI (7.81 KM) SOUTH ALONG TH 13 FROM JCT TH 13 AND TH PP3195'14 IN WASECA, 73 FT (22.3 M) WEST OF TH 13, AT TH 13 MP 27.05, 47 FT PP3195'(14.3 M) SOUTH OF TWP RD, 6 FT (1.8 M) NNE OF CABLE MARKER, 0.5 FT PP3195'(15.2 CM) EAST OF WIT POST, PROJECTS 6 IN, MAGNETIC AND SUITABLE FOR PP3195'GPS. PP3195 PP3195 STATION RECOVERY (2002) PP3195 PP3195'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) PP3195'THE MARK IS 4.85 MI (7.81 KM) SOUTH ALONG TH 13 FROM JCT TH 13 AND TH PP3195'14 IN WASECA, 73 FT (22.3 M) WEST OF TH 13, AT TH 13 MP 27.05, 47 FT PP3195'(14.3 M) SOUTH OF TWP RD, 6 FT (1.8 M) NNE OF CABLE MARKER, 0.5 FT PP3195'(15.2 CM) EAST OF WIT POST, PROJECTS 6 IN, MAGNETIC AND SUITABLE FOR PP3195'GPS. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DE8728 *********************************************************************** DE8728 DESIGNATION - 8101 J DE8728 PID - DE8728 DE8728 STATE/COUNTY- MN/WASECA DE8728 USGS QUAD - MERIDEN (1992) DE8728 DE8728 *CURRENT SURVEY CONTROL DE8728 ___________________________________________________________________ DE8728* NAD 83(1996)- 44 01 27.67683(N) 093 29 49.39157(W) ADJUSTED DE8728* NAVD 88 - 351.08 (meters) 1151.8 (feet) LEVELING DE8728 ___________________________________________________________________ DE8728 X - -280,210.659 (meters) COMP DE8728 Y - -4,585,273.901 (meters) COMP DE8728 Z - 4,410,261.839 (meters) COMP DE8728 LAPLACE CORR- 4.57 (seconds) DEFLEC99 DE8728 ELLIP HEIGHT- 322.34 (meters) (12/09/02) GPS OBS DE8728 GEOID HEIGHT- -28.73 (meters) GEOID99 DE8728 DE8728 HORZ ORDER - FIRST DE8728 VERT ORDER - THIRD ? DE8728 ELLP ORDER - SECOND CLASS I DE8728 DE8728.The horizontal coordinates were established by GPS observations DE8728.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8728 DE8728.The orthometric height was determined by differential leveling. DE8728.The vertical network tie was performed by a horz. field party for horz. DE8728.obs reductions. Reset procedures were used to establish the elevation. DE8728 DE8728.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8728 DE8728.The Laplace correction was computed from DEFLEC99 derived deflections. DE8728 DE8728.The ellipsoidal height was determined by GPS observations DE8728.and is referenced to NAD 83. DE8728 DE8728.The geoid height was determined by GEOID99. DE8728 DE8728; North East Units Scale Converg. DE8728;SPC MN S - 213,942.063 840,320.934 MT 0.99995650 +0 21 09.1 DE8728;UTM 15 - 4,874,697.948 460,165.488 MT 0.99961952 -0 20 43.6 DE8728 DE8728: Primary Azimuth Mark Grid Az DE8728:SPC MN S - 8101 W 001 13 20.1 DE8728:UTM 15 - 8101 W 001 55 12.8 DE8728 DE8728|---------------------------------------------------------------------| DE8728| PID Reference Object Distance Geod. Az | DE8728| dddmmss.s | DE8728| DE8737 8101 W APPROX. 1.4 KM 0013429.2 | DE8728| DE8736 8101 V APPROX. 0.7 KM 0025611.2 | DE8728|---------------------------------------------------------------------| DE8728 DE8728 SUPERSEDED SURVEY CONTROL DE8728 DE8728.No superseded survey control is available for this station. DE8728 DE8728_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6016574698(NAD 83) DE8728_MARKER: DB = BENCH MARK DISK DE8728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE8728_STAMPING: 8101 J 1966 DE8728_MARK LOGO: MNDT DE8728_PROJECTION: FLUSH DE8728_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DE8728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE8728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8728+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 DE8728 DE8728 HISTORY - Date Condition Report By DE8728 HISTORY - 1966 MONUMENTED MNDT DE8728 HISTORY - 19991123 GOOD MNDT DE8728 HISTORY - 20020710 GOOD MNDT DE8728 DE8728 STATION DESCRIPTION DE8728 DE8728'DESCRIBED BY MN DEPT OF TRANSP 1999 (DKH) DE8728'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 4.1 MI (6.6 KM) DE8728'SOUTH ALONG TH 13 FROM JCT OF TH 13 AND TH 14 IN WASECA, 74 FT (22.6 DE8728'M) WEST OF TH 13, AT TH 13 MP 27.8, 60 FT (18.3 M) SOUTH OF FIELD ENT, DE8728'0.6 FT (18.3 CM) EAST OF WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR DE8728'GPS. DE8728 DE8728 STATION RECOVERY (2002) DE8728 DE8728'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) DE8728'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 4.1 MI (6.6 KM) DE8728'SOUTH ALONG TH 13 FROM JCT OF TH 13 AND TH 14 IN WASECA, 74 FT (22.6 DE8728'M) WEST OF TH 13, AT TH 13 MP 27.8, 60 FT (18.3 M) SOUTH OF FIELD ENT, DE8728'0.6 FT (18.3 CM) EAST OF WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR DE8728'GPS. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DE8729 *********************************************************************** DE8729 DESIGNATION - 8101 L DE8729 PID - DE8729 DE8729 STATE/COUNTY- MN/WASECA DE8729 USGS QUAD - MERIDEN (1992) DE8729 DE8729 *CURRENT SURVEY CONTROL DE8729 ___________________________________________________________________ DE8729* NAD 83(1996)- 44 03 05.05904(N) 093 29 48.04661(W) ADJUSTED DE8729* NAVD 88 - 343.62 (meters) 1127.4 (feet) LEVELING DE8729 ___________________________________________________________________ DE8729 X - -280,052.999 (meters) COMP DE8729 Y - -4,583,184.857 (meters) COMP DE8729 Z - 4,412,417.523 (meters) COMP DE8729 LAPLACE CORR- 4.75 (seconds) DEFLEC99 DE8729 ELLIP HEIGHT- 314.94 (meters) (12/09/02) GPS OBS DE8729 GEOID HEIGHT- -28.66 (meters) GEOID99 DE8729 DE8729 HORZ ORDER - FIRST DE8729 VERT ORDER - THIRD ? DE8729 ELLP ORDER - SECOND CLASS I DE8729 DE8729.The horizontal coordinates were established by GPS observations DE8729.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8729 DE8729.The orthometric height was determined by differential leveling. DE8729.The vertical network tie was performed by a horz. field party for horz. DE8729.obs reductions. Reset procedures were used to establish the elevation. DE8729 DE8729.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8729 DE8729.The Laplace correction was computed from DEFLEC99 derived deflections. DE8729 DE8729.The ellipsoidal height was determined by GPS observations DE8729.and is referenced to NAD 83. DE8729 DE8729.The geoid height was determined by GEOID99. DE8729 DE8729; North East Units Scale Converg. DE8729;SPC MN S - 216,947.729 840,332.379 MT 0.99995271 +0 21 10.0 DE8729;UTM 15 - 4,877,702.244 460,213.534 MT 0.99961947 -0 20 43.3 DE8729 DE8729: Primary Azimuth Mark Grid Az DE8729:SPC MN S - 8101 P 002 41 26.6 DE8729:UTM 15 - 8101 P 003 23 19.9 DE8729 DE8729|---------------------------------------------------------------------| DE8729| PID Reference Object Distance Geod. Az | DE8729| dddmmss.s | DE8729| AI6544 8101 P APPROX. 1.3 KM 0030236.6 | DE8729| DE8739 8101 Y APPROX. 0.8 KM 3593935.5 | DE8729|---------------------------------------------------------------------| DE8729 DE8729 SUPERSEDED SURVEY CONTROL DE8729 DE8729.No superseded survey control is available for this station. DE8729 DE8729_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6021477702(NAD 83) DE8729_MARKER: DB = BENCH MARK DISK DE8729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT DE8729_STAMPING: 8101 L DE8729_MARK LOGO: MNDT DE8729_PROJECTION: FLUSH DE8729_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT DE8729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO DE8729+STABILITY: SURFACE MOTION DE8729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8729+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 DE8729 DE8729 HISTORY - Date Condition Report By DE8729 HISTORY - 1966 MONUMENTED MNDT DE8729 HISTORY - 19991123 GOOD MNDT DE8729 HISTORY - 20020710 GOOD MNDT DE8729 DE8729 STATION DESCRIPTION DE8729 DE8729'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS) DE8729'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 11.15 MI (17.94 DE8729'KM) NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 29.6, DE8729'75 FT (22.9 M) EAST OF TH 13, 5.75 FT (1.75 M) SE OF FIBER OPTIC DE8729'WARNING POST, 3.25 FT (0.99 M) EAST OF P-POLE NO 78, 1.9 FT (0.6 M) DE8729'SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. DE8729 DE8729 STATION RECOVERY (2002) DE8729 DE8729'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS) DE8729'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 11.15 MI (17.94 DE8729'KM) NORTH OF JCT OF TH 13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 29.6, DE8729'75 FT (22.9 M) EAST OF TH 13, 5.75 FT (1.75 M) SE OF FIBER OPTIC DE8729'WARNING POST, 3.25 FT (0.99 M) EAST OF P-POLE NO 78, 1.9 FT (0.6 M) DE8729'SOUTH OF WIT POST, FLUSH, MAGNETIC, AND SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 AI6544 *********************************************************************** AI6544 DESIGNATION - 8101 P AI6544 PID - AI6544 AI6544 STATE/COUNTY- MN/WASECA AI6544 USGS QUAD - MERIDEN (1992) AI6544 AI6544 *CURRENT SURVEY CONTROL AI6544 ___________________________________________________________________ AI6544* NAD 83(1996)- 44 03 46.99448(N) 093 29 44.95447(W) ADJUSTED AI6544* NAVD 88 - 354.01 (meters) 1161.4 (feet) LEVELING AI6544 ___________________________________________________________________ AI6544 X - -279,929.865 (meters) COMP AI6544 Y - -4,582,298.119 (meters) COMP AI6544 Z - 4,413,354.987 (meters) COMP AI6544 LAPLACE CORR- 4.85 (seconds) DEFLEC99 AI6544 ELLIP HEIGHT- 325.37 (meters) (07/31/00) GPS OBS AI6544 GEOID HEIGHT- -28.63 (meters) GEOID99 AI6544 AI6544 HORZ ORDER - FIRST AI6544 VERT ORDER - THIRD AI6544 ELLP ORDER - FOURTH CLASS I AI6544 AI6544.The horizontal coordinates were established by GPS observations AI6544.and adjusted by the National Geodetic Survey in July 2000. AI6544 AI6544.The orthometric height was determined by differential leveling. AI6544.The vertical network tie was performed by a horz. field party for horz. AI6544.obs reductions. Reset procedures were used to establish the elevation. AI6544 AI6544.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI6544 AI6544.The Laplace correction was computed from DEFLEC99 derived deflections. AI6544 AI6544.The ellipsoidal height was determined by GPS observations AI6544.and is referenced to NAD 83. AI6544 AI6544.The geoid height was determined by GEOID99. AI6544 AI6544; North East Units Scale Converg. AI6544;SPC MN S - 218,242.396 840,393.223 MT 0.99995114 +0 21 12.2 AI6544;UTM 15 - 4,878,995.644 460,290.124 MT 0.99961939 -0 20 41.4 AI6544 AI6544: Primary Azimuth Mark Grid Az AI6544:SPC MN S - AITER 097 43 32.5 AI6544:UTM 15 - AITER 098 25 26.1 AI6544 AI6544|---------------------------------------------------------------------| AI6544| PID Reference Object Distance Geod. Az | AI6544| dddmmss.s | AI6544| AI6547 AITER 438.317 METERS 0980444.7 | AI6544|---------------------------------------------------------------------| AI6544 AI6544 SUPERSEDED SURVEY CONTROL AI6544 AI6544.No superseded survey control is available for this station. AI6544 AI6544_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6029078996(NAD 83) AI6544_MARKER: DD = SURVEY DISK AI6544_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AI6544_STAMPING: 8101 P 1998 AI6544_MARK LOGO: MNDT AI6544_PROJECTION: RECESSED 3 CENTIMETERS AI6544_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AI6544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI6544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI6544+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 AI6544_ROD/PIPE-DEPTH: 19.8 meters AI6544 AI6544 HISTORY - Date Condition Report By AI6544 HISTORY - 1998 MONUMENTED MNDT AI6544 HISTORY - 19980406 GOOD MNDT AI6544 HISTORY - 19991123 GOOD MNDT AI6544 HISTORY - 20020710 GOOD MNDT AI6544 AI6544 STATION DESCRIPTION AI6544 AI6544'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH) AI6544'THE MARK IS LOCATED 0.5 MI (0.8 KM) SOUTH OF WASECA IN MN-DOT MAINT AI6544'YARD, 1.4 MI (2.3 KM) SOUTH ALONG TH 13 FROM JCT OF TH 13 AND TH 14 IN AI6544'WASECA, TO TH 13 MP 30.5, THEN 0.02 MI (0.03 KM) NORTH ON RD, THEN AI6544'0.04 MI (0.06 KM) SE INSIDE MAINT YARD, 124 FT (37.8 M) NE OF SE COR AI6544'OF FENCE AROUND MAINT YARD, 6.5 FT (2.0 M) NW OF FENCE, AND 5.6 FT AI6544'(1.7 M) NW OF WIT POST. AI6544 AI6544 STATION RECOVERY (1998) AI6544 AI6544'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) AI6544'THE MARK IS LOCATED 0.5 MI (0.8 KM) SOUTH OF WASECA IN MN-DOT MAINT AI6544'YARD, 1.4 MI (2.3 KM) SOUTH ALONG TH 13 FROM JCT OF TH 13 AND TH 14 IN AI6544'WASECA, TO TH 13 MP 30.5, THEN 0.02 MI (0.03 KM) NORTH ON RD, THEN AI6544'0.04 MI (0.06 KM) SE INSIDE MAINT YARD, 124 FT (37.8 M) NE OF SE COR AI6544'OF FENCE AROUND MAINT YARD, 6.5 FT (2.0 M) NW OF FENCE, AND 5.6 FT AI6544'(1.7 M) NW OF WIT POST. AI6544 AI6544 STATION RECOVERY (1999) AI6544 AI6544'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH) AI6544'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS AI6544'RECESSED 1 IN, MAGNETIC AND SUITABLE FOR GPS. ROD DEPTH 65 FT. AI6544 AI6544 STATION RECOVERY (2002) AI6544 AI6544'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) AI6544'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS AI6544'RECESSED 1 IN, MAGNETIC AND SUITABLE FOR GPS. ROD DEPTH 65 FT. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DE8730 *********************************************************************** DE8730 DESIGNATION - 8101 P 1 DE8730 PID - DE8730 DE8730 STATE/COUNTY- MN/WASECA DE8730 USGS QUAD - NEW RICHLAND (1967) DE8730 DE8730 *CURRENT SURVEY CONTROL DE8730 ___________________________________________________________________ DE8730* NAD 83(1996)- 43 54 21.83129(N) 093 29 10.29090(W) ADJUSTED DE8730* NAVD 88 - 357.24 (meters) 1172.0 (feet) LEVELING DE8730 ___________________________________________________________________ DE8730 X - -279,896.571 (meters) COMP DE8730 Y - -4,594,439.208 (meters) COMP DE8730 Z - 4,400,805.316 (meters) COMP DE8730 LAPLACE CORR- 3.55 (seconds) DEFLEC99 DE8730 ELLIP HEIGHT- 328.24 (meters) (12/09/02) GPS OBS DE8730 GEOID HEIGHT- -29.00 (meters) GEOID99 DE8730 DE8730 HORZ ORDER - FIRST DE8730 VERT ORDER - THIRD ? DE8730 ELLP ORDER - SECOND CLASS I DE8730 DE8730.The horizontal coordinates were established by GPS observations DE8730.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8730 DE8730.The orthometric height was determined by differential leveling. DE8730.The vertical network tie was performed by a horz. field party for horz. DE8730.obs reductions. Reset procedures were used to establish the elevation. DE8730 DE8730.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8730 DE8730.The Laplace correction was computed from DEFLEC99 derived deflections. DE8730 DE8730.The ellipsoidal height was determined by GPS observations DE8730.and is referenced to NAD 83. DE8730 DE8730.The geoid height was determined by GEOID99. DE8730 DE8730; North East Units Scale Converg. DE8730;SPC MN S - 200,804.754 841,274.278 MT 0.99997567 +0 21 36.5 DE8730;UTM 15 - 4,861,554.563 460,958.529 MT 0.99961875 -0 20 13.8 DE8730 DE8730: Primary Azimuth Mark Grid Az DE8730:SPC MN S - 8101 A 357 34 02.8 DE8730:UTM 15 - 8101 A 358 15 53.1 DE8730 DE8730|---------------------------------------------------------------------| DE8730| PID Reference Object Distance Geod. Az | DE8730| dddmmss.s | DE8730| DE8723 8101 A APPROX. 1.6 KM 3575539.3 | DE8730| DE8731 8101 Q APPROX. 0.9 KM 3584214.4 | DE8730|---------------------------------------------------------------------| DE8730 DE8730 SUPERSEDED SURVEY CONTROL DE8730 DE8730.No superseded survey control is available for this station. DE8730 DE8730_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6095961555(NAD 83) DE8730_MARKER: DV = VERTICAL CONTROL DISK DE8730_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE8730_STAMPING: 8101 P 1 1999 DE8730_MARK LOGO: MNDT DE8730_PROJECTION: RECESSED 3 CENTIMETERS DE8730_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE8730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE8730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8730+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 DE8730_ROD/PIPE-DEPTH: 9.1 meters DE8730 DE8730 HISTORY - Date Condition Report By DE8730 HISTORY - 1989 MONUMENTED MNDT DE8730 HISTORY - 19991123 GOOD MNDT DE8730 HISTORY - 20020710 GOOD MNDT DE8730 DE8730 STATION DESCRIPTION DE8730 DE8730'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS) DE8730'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 1 MI (1.6 KM) DE8730'NORTH OF NEW RICHLAND, 1 MI (1.6 KM) NORTH ALONG TH 13, 52 FT (15.8 M) DE8730'SOUTH OF CO RD 8, 30 FT (9.1 M) EAST OF ENTRANCE, 25 FT (7.6 M) WEST DE8730'OF P-POLE, 0.9 FT (27.4 CM) WEST OF WIT POST, RECESSED 1 IN, MAGNETIC DE8730'AND SUITABLE FOR GPS. ROD DEPTH IS 30 FT. (9.1 M) DISK AND ROD SET DE8730'IN 1989 THEN STAMPED IN 1999. DE8730 DE8730 STATION RECOVERY (2002) DE8730 DE8730'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS) DE8730'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 1 MI (1.6 KM) DE8730'NORTH OF NEW RICHLAND, 1 MI (1.6 KM) NORTH ALONG TH 13, 52 FT (15.8 M) DE8730'SOUTH OF CO RD 8, 30 FT (9.1 M) EAST OF ENTRANCE, 25 FT (7.6 M) WEST DE8730'OF P-POLE, 0.9 FT (27.4 CM) WEST OF WIT POST, RECESSED 1 IN, MAGNETIC DE8730'AND SUITABLE FOR GPS. ROD DEPTH IS 30 FT. (9.1 M) DISK AND ROD SET DE8730'IN 1989 THEN STAMPED IN 1999. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DE8731 *********************************************************************** DE8731 DESIGNATION - 8101 Q DE8731 PID - DE8731 DE8731 STATE/COUNTY- MN/WASECA DE8731 USGS QUAD - NEW RICHLAND (1967) DE8731 DE8731 *CURRENT SURVEY CONTROL DE8731 ___________________________________________________________________ DE8731* NAD 83(1996)- 43 54 50.16804(N) 093 29 11.17770(W) ADJUSTED DE8731* NAVD 88 - 353.60 (meters) 1160.1 (feet) LEVELING DE8731 ___________________________________________________________________ DE8731 X - -279,879.277 (meters) COMP DE8731 Y - -4,593,829.943 (meters) COMP DE8731 Z - 4,401,432.915 (meters) COMP DE8731 LAPLACE CORR- 3.64 (seconds) DEFLEC99 DE8731 ELLIP HEIGHT- 324.62 (meters) (12/09/02) GPS OBS DE8731 GEOID HEIGHT- -28.98 (meters) GEOID99 DE8731 DE8731 HORZ ORDER - FIRST DE8731 VERT ORDER - THIRD ? DE8731 ELLP ORDER - SECOND CLASS I DE8731 DE8731.The horizontal coordinates were established by GPS observations DE8731.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8731 DE8731.The orthometric height was determined by differential leveling. DE8731.The vertical network tie was performed by a horz. field party for horz. DE8731.obs reductions. Reset procedures were used to establish the elevation. DE8731 DE8731.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8731 DE8731.The Laplace correction was computed from DEFLEC99 derived deflections. DE8731 DE8731.The ellipsoidal height was determined by GPS observations DE8731.and is referenced to NAD 83. DE8731 DE8731.The geoid height was determined by GEOID99. DE8731 DE8731; North East Units Scale Converg. DE8731;SPC MN S - 201,679.177 841,248.995 MT 0.99997426 +0 21 35.9 DE8731;UTM 15 - 4,862,428.917 460,943.896 MT 0.99961876 -0 20 14.6 DE8731 DE8731: Primary Azimuth Mark Grid Az DE8731:SPC MN S - 8101 R 359 42 14.1 DE8731:UTM 15 - 8101 R 000 24 04.6 DE8731 DE8731|---------------------------------------------------------------------| DE8731| PID Reference Object Distance Geod. Az | DE8731| dddmmss.s | DE8731| DE8732 8101 R APPROX. 1.6 KM 0000350.0 | DE8731| DE8723 8101 A APPROX. 0.7 KM 3570016.5 | DE8731|---------------------------------------------------------------------| DE8731 DE8731 SUPERSEDED SURVEY CONTROL DE8731 DE8731.No superseded survey control is available for this station. DE8731 DE8731_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6094462429(NAD 83) DE8731_MARKER: DV = VERTICAL CONTROL DISK DE8731_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE8731_STAMPING: 8101 Q 1999 DE8731_MARK LOGO: MNDT DE8731_PROJECTION: FLUSH DE8731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE8731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE8731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8731+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 DE8731_ROD/PIPE-DEPTH: 9.1 meters DE8731 DE8731 HISTORY - Date Condition Report By DE8731 HISTORY - 1989 MONUMENTED MNDT DE8731 HISTORY - 19991123 GOOD MNDT DE8731 HISTORY - 20020710 GOOD MNDT DE8731 DE8731 STATION DESCRIPTION DE8731 DE8731'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS) DE8731'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 1.5 MI (2.4 KM) DE8731'NORTH OF NEW RICHLAND, 1.5 MI (2.4 KM) NORTH ALONG TH 13 FROM JCT OF DE8731'TH 13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 20.0, 69.5 FT (21.2 M) DE8731'EAST OF TH 13, 37 FT (11.3 M) EAST OF MILEPOST 20, 59.3 FT (18.1 M) DE8731'SSW OF P-POLE, 5.6 FT (1.7 M) WEST OF FENCE, 1.1 FT (0.3 M) WEST OF DE8731'WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS. ROD DEPTH IS 30 FT. DE8731'(9.1 M) DISK AND ROD SET IN 1989 THEN STAMPED IN 1999. DE8731 DE8731 STATION RECOVERY (2002) DE8731 DE8731'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS) DE8731'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 1.5 MI (2.4 KM) DE8731'NORTH OF NEW RICHLAND, 1.5 MI (2.4 KM) NORTH ALONG TH 13 FROM JCT OF DE8731'TH 13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 20.0, 69.5 FT (21.2 M) DE8731'EAST OF TH 13, 37 FT (11.3 M) EAST OF MILEPOST 20, 59.3 FT (18.1 M) DE8731'SSW OF P-POLE, 5.6 FT (1.7 M) WEST OF FENCE, 1.1 FT (0.3 M) WEST OF DE8731'WIT POST, FLUSH, MAGNETIC AND SUITABLE FOR GPS. ROD DEPTH IS 30 FT. DE8731'(9.1 M). DISK AND ROD SET IN 1989 THEN STAMPED IN 1999. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DE8732 *********************************************************************** DE8732 DESIGNATION - 8101 R DE8732 PID - DE8732 DE8732 STATE/COUNTY- MN/WASECA DE8732 USGS QUAD - NEW RICHLAND (1967) DE8732 DE8732 *CURRENT SURVEY CONTROL DE8732 ___________________________________________________________________ DE8732* NAD 83(1996)- 43 55 42.70791(N) 093 29 11.09664(W) ADJUSTED DE8732* NAVD 88 - 354.78 (meters) 1164.0 (feet) LEVELING DE8732 ___________________________________________________________________ DE8732 X - -279,809.118 (meters) COMP DE8732 Y - -4,592,708.105 (meters) COMP DE8732 Z - 4,402,601.847 (meters) COMP DE8732 LAPLACE CORR- 3.79 (seconds) DEFLEC99 DE8732 ELLIP HEIGHT- 325.84 (meters) (12/09/02) GPS OBS DE8732 GEOID HEIGHT- -28.95 (meters) GEOID99 DE8732 DE8732 HORZ ORDER - FIRST DE8732 VERT ORDER - THIRD ? DE8732 ELLP ORDER - SECOND CLASS I DE8732 DE8732.The horizontal coordinates were established by GPS observations DE8732.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8732 DE8732.The orthometric height was determined by differential leveling. DE8732.The vertical network tie was performed by a horz. field party for horz. DE8732.obs reductions. Reset procedures were used to establish the elevation. DE8732 DE8732.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8732 DE8732.The Laplace correction was computed from DEFLEC99 derived deflections. DE8732 DE8732.The ellipsoidal height was determined by GPS observations DE8732.and is referenced to NAD 83. DE8732 DE8732.The geoid height was determined by GEOID99. DE8732 DE8732; North East Units Scale Converg. DE8732;SPC MN S - 203,300.708 841,240.616 MT 0.99997170 +0 21 35.9 DE8732;UTM 15 - 4,864,049.855 460,955.250 MT 0.99961875 -0 20 14.9 DE8732 DE8732: Primary Azimuth Mark Grid Az DE8732:SPC MN S - 8101 A 182 14 26.1 DE8732:UTM 15 - 8101 A 182 56 16.9 DE8732 DE8732|---------------------------------------------------------------------| DE8732| PID Reference Object Distance Geod. Az | DE8732| dddmmss.s | DE8732| DE8723 8101 A APPROX. 0.9 KM 1823602.0 | DE8732| DE8724 8101 B APPROX. 0.7 KM 3460719.4 | DE8732|---------------------------------------------------------------------| DE8732 DE8732 SUPERSEDED SURVEY CONTROL DE8732 DE8732.No superseded survey control is available for this station. DE8732 DE8732_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6095564050(NAD 83) DE8732_MARKER: DV = VERTICAL CONTROL DISK DE8732_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE8732_STAMPING: 8101 R 1999 DE8732_MARK LOGO: MNDT DE8732_PROJECTION: FLUSH DE8732_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE8732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE8732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8732+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 DE8732_ROD/PIPE-DEPTH: 6.4 meters DE8732 DE8732 HISTORY - Date Condition Report By DE8732 HISTORY - 1989 MONUMENTED MNDT DE8732 HISTORY - 19991123 GOOD MNDT DE8732 HISTORY - 20020710 GOOD MNDT DE8732 DE8732 STATION DESCRIPTION DE8732 DE8732'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS) DE8732'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 2.5 MI (4.0 KM) DE8732'NORTH OF NEW RICHLAND, 2.5 MI (4.0 KM) NORTH ALONG TH 13 FROM JCT OF DE8732'TH 13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 21.0, 65 FT (19.8 M) EAST DE8732'OF TH 13, 33.3 FT (10.1 M) EAST OF MILEPOST 21, 67.5 FT (20.6 M) NORTH DE8732'OF P-POLE, 1.6 FT (0.5 M) EAST OF WIT POST, FLUSH, MAGNETIC AND DE8732'SUITABLE FOR GPS, ROD DEPTH IS 21 FT. (6.4 M) DISK AND ROD SET IN DE8732'1989 THEN STAMPED IN 1999. DE8732 DE8732 STATION RECOVERY (2002) DE8732 DE8732'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS) DE8732'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 2.5 MI (4.0 KM) DE8732'NORTH OF NEW RICHLAND, 2.5 MI (4.0 KM) NORTH ALONG TH 13 FROM JCT OF DE8732'TH 13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 21.0, 65 FT (19.8 M) EAST DE8732'OF TH 13, 33.3 FT (10.1 M) EAST OF MILEPOST 21, 67.5 FT (20.6 M) NORTH DE8732'OF P-POLE, 1.6 FT (0.5 M) EAST OF WIT POST, FLUSH, MAGNETIC AND DE8732'SUITABLE FOR GPS, ROD DEPTH IS 21 FT (6.4 M). DISK AND ROD SET IN DE8732'1989 THEN STAMPED IN 1999. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DE8733 *********************************************************************** DE8733 DESIGNATION - 8101 S DE8733 PID - DE8733 DE8733 STATE/COUNTY- MN/WASECA DE8733 USGS QUAD - NEW RICHLAND (1967) DE8733 DE8733 *CURRENT SURVEY CONTROL DE8733 ___________________________________________________________________ DE8733* NAD 83(1996)- 43 57 50.98491(N) 093 29 29.02070(W) ADJUSTED DE8733* NAVD 88 - 349.67 (meters) 1147.2 (feet) LEVELING DE8733 ___________________________________________________________________ DE8733 X - -280,040.661 (meters) COMP DE8733 Y - -4,589,937.516 (meters) COMP DE8733 Z - 4,405,449.063 (meters) COMP DE8733 LAPLACE CORR- 4.06 (seconds) DEFLEC99 DE8733 ELLIP HEIGHT- 320.81 (meters) (12/09/02) GPS OBS DE8733 GEOID HEIGHT- -28.87 (meters) GEOID99 DE8733 DE8733 HORZ ORDER - FIRST DE8733 VERT ORDER - THIRD ? DE8733 ELLP ORDER - SECOND CLASS I DE8733 DE8733.The horizontal coordinates were established by GPS observations DE8733.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8733 DE8733.The orthometric height was determined by differential leveling. DE8733.The vertical network tie was performed by a horz. field party for horz. DE8733.obs reductions. Reset procedures were used to establish the elevation. DE8733 DE8733.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8733 DE8733.The Laplace correction was computed from DEFLEC99 derived deflections. DE8733 DE8733.The ellipsoidal height was determined by GPS observations DE8733.and is referenced to NAD 83. DE8733 DE8733.The geoid height was determined by GEOID99. DE8733 DE8733; North East Units Scale Converg. DE8733;SPC MN S - 207,257.177 840,816.184 MT 0.99996573 +0 21 23.4 DE8733;UTM 15 - 4,868,009.813 460,579.147 MT 0.99961911 -0 20 28.1 DE8733 DE8733: Primary Azimuth Mark Grid Az DE8733:SPC MN S - 8101 F 352 26 15.6 DE8733:UTM 15 - 8101 F 353 08 07.1 DE8733 DE8733|---------------------------------------------------------------------| DE8733| PID Reference Object Distance Geod. Az | DE8733| dddmmss.s | DE8733| DE8726 8101 F APPROX. 1.6 KM 3524739.0 | DE8733| DE8734 8101 T APPROX. 0.7 KM 3595858.1 | DE8733|---------------------------------------------------------------------| DE8733 DE8733 SUPERSEDED SURVEY CONTROL DE8733 DE8733.No superseded survey control is available for this station. DE8733 DE8733_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6057968010(NAD 83) DE8733_MARKER: DV = VERTICAL CONTROL DISK DE8733_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE8733_STAMPING: 8101 S 1999 DE8733_MARK LOGO: MNDT DE8733_PROJECTION: FLUSH DE8733_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE8733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE8733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8733+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 DE8733_ROD/PIPE-DEPTH: 8.5 meters DE8733 DE8733 HISTORY - Date Condition Report By DE8733 HISTORY - 1989 MONUMENTED MNDT DE8733 HISTORY - 19991123 GOOD MNDT DE8733 HISTORY - 20020710 GOOD MNDT DE8733 DE8733 STATION DESCRIPTION DE8733 DE8733'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS) DE8733'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 5 MI (8.0 KM) DE8733'NORTH OF NEW RICHLAND, 5 MI (8.0 KM) NORTH ALONG TH 13 FROM JCT OF TH DE8733'13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 23.5, 74 FT (22.6 M) EAST OF DE8733'TH 13, 1.5 FT (0.5 M) SW OF RR SIGNPOST, 63.3 FT (19.3 M) NORTH OF DE8733'P-POLE, 0.7 FT (21.3 CM) WEST OF WIT POST, FLUSH, MAGNETIC AND DE8733'SUITABLE FOR GPS. ROD DEPTH IS 28 FT. (8.5 M) DISK AND ROD SET IN DE8733'1989 THEN STAMPED IN 1999. DE8733 DE8733 STATION RECOVERY (2002) DE8733 DE8733'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS) DE8733'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 5 MI (8.0 KM) DE8733'NORTH OF NEW RICHLAND, 5 MI (8.0 KM) NORTH ALONG TH 13 FROM JCT OF TH DE8733'13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 23.5, 74 FT (22.6 M) EAST OF DE8733'TH 13, 1.5 FT (0.5 M) SW OF RR SIGNPOST, 63.3 FT (19.3 M) NORTH OF DE8733'P-POLE, 0.7 FT (21.3 CM) WEST OF WIT POST, FLUSH, MAGNETIC AND DE8733'SUITABLE FOR GPS. ROD DEPTH IS 28 FT. (8.5 M) DISK AND ROD SET IN DE8733'1989 THEN STAMPED IN 1999. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DE8734 *********************************************************************** DE8734 DESIGNATION - 8101 T DE8734 PID - DE8734 DE8734 STATE/COUNTY- MN/WASECA DE8734 USGS QUAD - NEW RICHLAND (1967) DE8734 DE8734 *CURRENT SURVEY CONTROL DE8734 ___________________________________________________________________ DE8734* NAD 83(1996)- 43 58 13.83080(N) 093 29 29.03019(W) ADJUSTED DE8734* NAVD 88 - 348.92 (meters) 1144.7 (feet) LEVELING DE8734 ___________________________________________________________________ DE8734 X - -280,011.026 (meters) COMP DE8734 Y - -4,589,448.318 (meters) COMP DE8734 Z - 4,405,956.070 (meters) COMP DE8734 LAPLACE CORR- 4.14 (seconds) DEFLEC99 DE8734 ELLIP HEIGHT- 320.06 (meters) (12/09/02) GPS OBS DE8734 GEOID HEIGHT- -28.85 (meters) GEOID99 DE8734 DE8734 HORZ ORDER - FIRST DE8734 VERT ORDER - THIRD ? DE8734 ELLP ORDER - SECOND CLASS I DE8734 DE8734.The horizontal coordinates were established by GPS observations DE8734.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8734 DE8734.The orthometric height was determined by differential leveling. DE8734.The vertical network tie was performed by a horz. field party for horz. DE8734.obs reductions. Reset procedures were used to establish the elevation. DE8734 DE8734.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8734 DE8734.The Laplace correction was computed from DEFLEC99 derived deflections. DE8734 DE8734.The ellipsoidal height was determined by GPS observations DE8734.and is referenced to NAD 83. DE8734 DE8734.The geoid height was determined by GEOID99. DE8734 DE8734; North East Units Scale Converg. DE8734;SPC MN S - 207,962.261 840,811.585 MT 0.99996470 +0 21 23.4 DE8734;UTM 15 - 4,868,714.656 460,583.133 MT 0.99961911 -0 20 28.2 DE8734 DE8734: Primary Azimuth Mark Grid Az DE8734:SPC MN S - 8101 F 346 44 58.1 DE8734:UTM 15 - 8101 F 347 26 49.7 DE8734 DE8734|---------------------------------------------------------------------| DE8734| PID Reference Object Distance Geod. Az | DE8734| dddmmss.s | DE8734| DE8726 8101 F APPROX. 0.9 KM 3470621.5 | DE8734|---------------------------------------------------------------------| DE8734 DE8734 SUPERSEDED SURVEY CONTROL DE8734 DE8734.No superseded survey control is available for this station. DE8734 DE8734_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6058368715(NAD 83) DE8734_MARKER: DV = VERTICAL CONTROL DISK DE8734_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE8734_STAMPING: 8101 T 1999 DE8734_MARK LOGO: MNDT DE8734_PROJECTION: FLUSH DE8734_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE8734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE8734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8734+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 DE8734_ROD/PIPE-DEPTH: 8.5 meters DE8734 DE8734 HISTORY - Date Condition Report By DE8734 HISTORY - 1989 MONUMENTED MNDT DE8734 HISTORY - 19991123 GOOD MNDT DE8734 HISTORY - 20020710 GOOD MNDT DE8734 DE8734 STATION DESCRIPTION DE8734 DE8734'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS) DE8734'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 5.5 MI (8.9 KM) DE8734'NORTH OF NEW RICHLAND, 5.5 MI (8.9 KM) NORTH ALONG TH 13 FROM JCT OF DE8734'TH 13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 24.0, 71 FT (21.6 M) EAST DE8734'OF TH 13, 41.6 FT (12.7 M) EAST OF MILEPOST 24, 88.5 FT (27.0 M) NORTH DE8734'OF P-POLE, 0.9 FT (27.4 CM) WEST OF WIT POST, FLUSH, MAGNETIC AND DE8734'SUITABLE FOR GPS. ROD DEPTH IS 28 FT. (8.5 M) DISK AND ROD SET IN DE8734'1989 THEN STAMPED IN 1999. DE8734 DE8734 STATION RECOVERY (2002) DE8734 DE8734'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS) DE8734'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 5.5 MI (8.9 KM) DE8734'NORTH OF NEW RICHLAND, 5.5 MI (8.9 KM) NORTH ALONG TH 13 FROM JCT OF DE8734'TH 13 AND TH 30 IN NEW RICHLAND, AT TH 13 MP 24.0, 71 FT (21.6 M) EAST DE8734'OF TH 13, 41.6 FT (12.7 M) EAST OF MILEPOST 24, 88.5 FT (27.0 M) NORTH DE8734'OF P-POLE, 0.9 FT (27.4 CM) WEST OF WIT POST, FLUSH, MAGNETIC AND DE8734'SUITABLE FOR GPS. ROD DEPTH IS 28 FT (8.5 M). DISK AND ROD SET IN DE8734'1989 THEN STAMPED IN 1999. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DE8735 *********************************************************************** DE8735 DESIGNATION - 8101 U DE8735 PID - DE8735 DE8735 STATE/COUNTY- MN/WASECA DE8735 USGS QUAD - MERIDEN (1992) DE8735 DE8735 *CURRENT SURVEY CONTROL DE8735 ___________________________________________________________________ DE8735* NAD 83(1996)- 44 00 23.45630(N) 093 29 48.51139(W) ADJUSTED DE8735* NAVD 88 - 342.82 (meters) 1124.7 (feet) LEVELING DE8735 ___________________________________________________________________ DE8735 X - -280,274.738 (meters) COMP DE8735 Y - -4,586,643.945 (meters) COMP DE8735 Z - 4,408,830.546 (meters) COMP DE8735 LAPLACE CORR- 4.42 (seconds) DEFLEC99 DE8735 ELLIP HEIGHT- 314.05 (meters) (12/09/02) GPS OBS DE8735 GEOID HEIGHT- -28.77 (meters) GEOID99 DE8735 DE8735 HORZ ORDER - FIRST DE8735 VERT ORDER - THIRD ? DE8735 ELLP ORDER - SECOND CLASS I DE8735 DE8735.The horizontal coordinates were established by GPS observations DE8735.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8735 DE8735.The orthometric height was determined by differential leveling. DE8735.The vertical network tie was performed by a horz. field party for horz. DE8735.obs reductions. Reset procedures were used to establish the elevation. DE8735 DE8735.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8735 DE8735.The Laplace correction was computed from DEFLEC99 derived deflections. DE8735 DE8735.The ellipsoidal height was determined by GPS observations DE8735.and is referenced to NAD 83. DE8735 DE8735.The geoid height was determined by GEOID99. DE8735 DE8735; North East Units Scale Converg. DE8735;SPC MN S - 211,960.164 840,352.735 MT 0.99995912 +0 21 09.7 DE8735;UTM 15 - 4,872,716.480 460,173.144 MT 0.99961951 -0 20 42.6 DE8735 DE8735: Primary Azimuth Mark Grid Az DE8735:SPC MN S - 8101 I 359 05 01.7 DE8735:UTM 15 - 8101 I 359 46 54.0 DE8735 DE8735|---------------------------------------------------------------------| DE8735| PID Reference Object Distance Geod. Az | DE8735| dddmmss.s | DE8735| PP3195 8101 I APPROX. 0.8 KM 3592611.4 | DE8735|---------------------------------------------------------------------| DE8735 DE8735 SUPERSEDED SURVEY CONTROL DE8735 DE8735.No superseded survey control is available for this station. DE8735 DE8735_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6017372716(NAD 83) DE8735_MARKER: DV = VERTICAL CONTROL DISK DE8735_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE8735_STAMPING: 8101 U 1999 DE8735_MARK LOGO: MNDT DE8735_PROJECTION: RECESSED 5 CENTIMETERS DE8735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE8735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE8735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8735+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 DE8735_ROD/PIPE-DEPTH: 8.5 meters DE8735 DE8735 HISTORY - Date Condition Report By DE8735 HISTORY - 1989 MONUMENTED MNDT DE8735 HISTORY - 19991123 GOOD MNDT DE8735 HISTORY - 20020710 GOOD MNDT DE8735 DE8735 STATION DESCRIPTION DE8735 DE8735'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS) DE8735'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 5.35 MI (8.61 DE8735'KM) SOUTH OF WASECA, 5.35 MI (8.61 KM) SOUTH ALONG TH 13 FROM JCT OF DE8735'TH 13 AND TH 14 IN WASECA, AT TH 13 MP 26.55, 69.5 FT (21.2 M) WEST OF DE8735'TH 13, 3.2 FT (1.0 M) EAST OF FENCE, 0.8 FT (24.4 CM) EAST OF WIT DE8735'POST, RECESSED 2 IN, MAGNETIC AND SUITABLE FOR GPS. ROD DEPTH IS 28 DE8735'FT. (8.5 M) DISK AND ROD SET IN 1989 THEN STAMPED IN 1999. DE8735 DE8735 STATION RECOVERY (2002) DE8735 DE8735'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS) DE8735'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 5.35 MI (8.61 DE8735'KM) SOUTH OF WASECA, 5.35 MI (8.61 KM) SOUTH ALONG TH 13 FROM JCT OF DE8735'TH 13 AND TH 14 IN WASECA, AT TH 13 MP 26.55, 69.5 FT (21.2 M) WEST OF DE8735'TH 13, 3.2 FT (1.0 M) EAST OF FENCE, 0.8 FT (24.4 CM) EAST OF WIT DE8735'POST, RECESSED 2 IN, MAGNETIC AND SUITABLE FOR GPS. ROD DEPTH IS 28 DE8735'FT. (8.5 M) DISK AND ROD SET IN 1989 THEN STAMPED IN 1999. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DE8736 *********************************************************************** DE8736 DESIGNATION - 8101 V DE8736 PID - DE8736 DE8736 STATE/COUNTY- MN/WASECA DE8736 USGS QUAD - MERIDEN (1992) DE8736 DE8736 *CURRENT SURVEY CONTROL DE8736 ___________________________________________________________________ DE8736* NAD 83(1996)- 44 01 51.34530(N) 093 29 47.70878(W) ADJUSTED DE8736* NAVD 88 - 351.74 (meters) 1154.0 (feet) LEVELING DE8736 ___________________________________________________________________ DE8736 X - -280,142.313 (meters) COMP DE8736 Y - -4,584,769.879 (meters) COMP DE8736 Z - 4,410,787.585 (meters) COMP DE8736 LAPLACE CORR- 4.61 (seconds) DEFLEC99 DE8736 ELLIP HEIGHT- 323.02 (meters) (12/09/02) GPS OBS DE8736 GEOID HEIGHT- -28.71 (meters) GEOID99 DE8736 DE8736 HORZ ORDER - FIRST DE8736 VERT ORDER - THIRD ? DE8736 ELLP ORDER - SECOND CLASS I DE8736 DE8736.The horizontal coordinates were established by GPS observations DE8736.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8736 DE8736.The orthometric height was determined by differential leveling. DE8736.The vertical network tie was performed by a horz. field party for horz. DE8736.obs reductions. Reset procedures were used to establish the elevation. DE8736 DE8736.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8736 DE8736.The Laplace correction was computed from DEFLEC99 derived deflections. DE8736 DE8736.The ellipsoidal height was determined by GPS observations DE8736.and is referenced to NAD 83. DE8736 DE8736.The geoid height was determined by GEOID99. DE8736 DE8736; North East Units Scale Converg. DE8736;SPC MN S - 214,672.767 840,353.909 MT 0.99995556 +0 21 10.3 DE8736;UTM 15 - 4,875,427.951 460,207.348 MT 0.99961947 -0 20 42.6 DE8736 DE8736: Primary Azimuth Mark Grid Az DE8736:SPC MN S - 8101 W 359 45 24.1 DE8736:UTM 15 - 8101 W 000 27 17.0 DE8736 DE8736|---------------------------------------------------------------------| DE8736| PID Reference Object Distance Geod. Az | DE8736| dddmmss.s | DE8736| DE8737 8101 W APPROX. 0.7 KM 0000634.4 | DE8736| DE8738 8101 X APPROX. 1.4 KM 3595230.6 | DE8736|---------------------------------------------------------------------| DE8736 DE8736 SUPERSEDED SURVEY CONTROL DE8736 DE8736.No superseded survey control is available for this station. DE8736 DE8736_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6020775428(NAD 83) DE8736_MARKER: DV = VERTICAL CONTROL DISK DE8736_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE8736_STAMPING: 8101 V 1999 DE8736_MARK LOGO: MNDT DE8736_PROJECTION: RECESSED 15 CENTIMETERS DE8736_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE8736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE8736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8736+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 DE8736_ROD/PIPE-DEPTH: 9.1 meters DE8736 DE8736 HISTORY - Date Condition Report By DE8736 HISTORY - 1989 MONUMENTED MNDT DE8736 HISTORY - 19991123 GOOD MNDT DE8736 HISTORY - 20020710 GOOD MNDT DE8736 DE8736 STATION DESCRIPTION DE8736 DE8736'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS) DE8736'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 3.70 MI (5.95 DE8736'KM) SOUTH OF WASECA, 3.7 MI (6.0 KM) SOUTH ALONG TH 13 FROM JCT OF TH DE8736'13 AND TH 14 IN WASECA, AT TH 13 MP 28.2, 60.5 FT (18.4 M) EAST OF TH DE8736'13, 112 FT (34.1 M) SOUTH OF ENTRANCE TO SHOP, 87.8 FT (26.8 M) NNW OF DE8736'P-POLE, 0.8 FT (24.4 CM) WEST OF WIT POST, RECESSED 6 IN, MAGNETIC AND DE8736'SUITABLE FOR GPS. ROD DEPTH IS 30 FT. (9.1 M) DISK AND ROD SET IN DE8736'1989 THEN STAMPED IN 1999. DE8736 DE8736 STATION RECOVERY (2002) DE8736 DE8736'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS) DE8736'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 3.70 MI (5.95 DE8736'KM) SOUTH OF WASECA, 3.7 MI (6.0 KM) SOUTH ALONG TH 13 FROM JCT OF TH DE8736'13 AND TH 14 IN WASECA, AT TH 13 MP 28.2, 60.5 FT (18.4 M) EAST OF TH DE8736'13, 112 FT (34.1 M) SOUTH OF ENTRANCE TO SHOP, 87.8 FT (26.8 M) NNW OF DE8736'P-POLE, 0.8 FT (24.4 CM) WEST OF WIT POST, RECESSED 6 IN, MAGNETIC AND DE8736'SUITABLE FOR GPS. ROD DEPTH IS 30 FT (9.1 M). DISK AND ROD SET IN DE8736'1989 THEN STAMPED IN 1999. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DE8737 *********************************************************************** DE8737 DESIGNATION - 8101 W DE8737 PID - DE8737 DE8737 STATE/COUNTY- MN/WASECA DE8737 USGS QUAD - MERIDEN (1992) DE8737 DE8737 *CURRENT SURVEY CONTROL DE8737 ___________________________________________________________________ DE8737* NAD 83(1996)- 44 02 13.36493(N) 093 29 47.65042(W) ADJUSTED DE8737* NAVD 88 - 344.89 (meters) 1131.5 (feet) LEVELING DE8737 ___________________________________________________________________ DE8737 X - -280,111.903 (meters) COMP DE8737 Y - -4,584,293.499 (meters) COMP DE8737 Z - 4,411,271.452 (meters) COMP DE8737 LAPLACE CORR- 4.65 (seconds) DEFLEC99 DE8737 ELLIP HEIGHT- 316.17 (meters) (12/09/02) GPS OBS DE8737 GEOID HEIGHT- -28.69 (meters) GEOID99 DE8737 DE8737 HORZ ORDER - FIRST DE8737 VERT ORDER - THIRD ? DE8737 ELLP ORDER - SECOND CLASS I DE8737 DE8737.The horizontal coordinates were established by GPS observations DE8737.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8737 DE8737.The orthometric height was determined by differential leveling. DE8737.The vertical network tie was performed by a horz. field party for horz. DE8737.obs reductions. Reset procedures were used to establish the elevation. DE8737 DE8737.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8737 DE8737.The Laplace correction was computed from DEFLEC99 derived deflections. DE8737 DE8737.The ellipsoidal height was determined by GPS observations DE8737.and is referenced to NAD 83. DE8737 DE8737.The geoid height was determined by GEOID99. DE8737 DE8737; North East Units Scale Converg. DE8737;SPC MN S - 215,352.361 840,351.023 MT 0.99995469 +0 21 10.3 DE8737;UTM 15 - 4,876,107.301 460,212.740 MT 0.99961947 -0 20 42.7 DE8737 DE8737: Primary Azimuth Mark Grid Az DE8737:SPC MN S - 8101 X 359 18 54.9 DE8737:UTM 15 - 8101 X 000 00 47.9 DE8737 DE8737|---------------------------------------------------------------------| DE8737| PID Reference Object Distance Geod. Az | DE8737| dddmmss.s | DE8737| DE8738 8101 X APPROX. 0.8 KM 3594005.2 | DE8737| DE8729 8101 L APPROX. 1.6 KM 3594059.9 | DE8737|---------------------------------------------------------------------| DE8737 DE8737 SUPERSEDED SURVEY CONTROL DE8737 DE8737.No superseded survey control is available for this station. DE8737 DE8737_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6021376107(NAD 83) DE8737_MARKER: DV = VERTICAL CONTROL DISK DE8737_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE8737_STAMPING: 8101 W 1999 DE8737_MARK LOGO: MNDT DE8737_PROJECTION: FLUSH DE8737_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE8737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE8737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8737+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 DE8737_ROD/PIPE-DEPTH: 8.5 meters DE8737 DE8737 HISTORY - Date Condition Report By DE8737 HISTORY - 1989 MONUMENTED MNDT DE8737 HISTORY - 19991123 GOOD MNDT DE8737 HISTORY - 20020710 GOOD MNDT DE8737 DE8737 STATION DESCRIPTION DE8737 DE8737'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS) DE8737'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 3.25 MI (5.23 DE8737'KM) SOUTH OF WASECA, 3.25 MI (5.23 KM) SOUTH ALONG TH 13 FROM JCT OF DE8737'TH 13 AND TH 14 IN WASECA, AT TH 13 MP 28.65, 67 FT (20.4 M) EAST OF DE8737'TH 13, 56 FT (17.1 M) NORTH OF 330TH AVE, 128 FT (39.0 M) SOUTH OF DE8737'P-POLE, 0.9 FT (27.4 CM) WEST OF WIT POST, FLUSH, MAGNETIC AND DE8737'SUITABLE FOR GPS. ROD DEPTH IS 28 FT. (8.5 M) DISK AND ROD SET IN DE8737'1989 THEN STAMPED IN 1999. DE8737 DE8737 STATION RECOVERY (2002) DE8737 DE8737'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS) DE8737'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 3.25 MI (5.23 DE8737'KM) SOUTH OF WASECA, 3.25 MI (5.23 KM) SOUTH ALONG TH 13 FROM JCT OF DE8737'TH 13 AND TH 14 IN WASECA, AT TH 13 MP 28.65, 67 FT (20.4 M) EAST OF DE8737'TH 13, 56 FT (17.1 M) NORTH OF 330TH AVE, 128 FT (39.0 M) SOUTH OF DE8737'P-POLE, 0.9 FT (27.4 CM) WEST OF WIT POST, FLUSH, MAGNETIC AND DE8737'SUITABLE FOR GPS. ROD DEPTH IS 28 FT. (8.5 M) DISK AND ROD SET IN DE8737'1989 THEN STAMPED IN 1999. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DE8738 *********************************************************************** DE8738 DESIGNATION - 8101 X DE8738 PID - DE8738 DE8738 STATE/COUNTY- MN/WASECA DE8738 USGS QUAD - MERIDEN (1992) DE8738 DE8738 *CURRENT SURVEY CONTROL DE8738 ___________________________________________________________________ DE8738* NAD 83(1996)- 44 02 38.28592(N) 093 29 47.85056(W) ADJUSTED DE8738* NAVD 88 - 344.38 (meters) 1129.9 (feet) LEVELING DE8738 ___________________________________________________________________ DE8738 X - -280,083.717 (meters) COMP DE8738 Y - -4,583,759.136 (meters) COMP DE8738 Z - 4,411,824.063 (meters) COMP DE8738 LAPLACE CORR- 4.70 (seconds) DEFLEC99 DE8738 ELLIP HEIGHT- 315.68 (meters) (12/09/02) GPS OBS DE8738 GEOID HEIGHT- -28.68 (meters) GEOID99 DE8738 DE8738 HORZ ORDER - FIRST DE8738 VERT ORDER - THIRD ? DE8738 ELLP ORDER - SECOND CLASS I DE8738 DE8738.The horizontal coordinates were established by GPS observations DE8738.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8738 DE8738.The orthometric height was determined by differential leveling. DE8738.The vertical network tie was performed by a horz. field party for horz. DE8738.obs reductions. Reset procedures were used to establish the elevation. DE8738 DE8738.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8738 DE8738.The Laplace correction was computed from DEFLEC99 derived deflections. DE8738 DE8738.The ellipsoidal height was determined by GPS observations DE8738.and is referenced to NAD 83. DE8738 DE8738.The geoid height was determined by GEOID99. DE8738 DE8738; North East Units Scale Converg. DE8738;SPC MN S - 216,121.464 840,341.831 MT 0.99995373 +0 21 10.2 DE8738;UTM 15 - 4,876,876.201 460,212.918 MT 0.99961947 -0 20 42.9 DE8738 DE8738: Primary Azimuth Mark Grid Az DE8738:SPC MN S - 8101 W 179 18 54.8 DE8738:UTM 15 - 8101 W 180 00 47.9 DE8738 DE8738|---------------------------------------------------------------------| DE8738| PID Reference Object Distance Geod. Az | DE8738| dddmmss.s | DE8738| DE8737 8101 W APPROX. 0.8 KM 1794005.0 | DE8738| DE8739 8101 Y APPROX. 1.6 KM 3594043.4 | DE8738| DE8729 8101 L APPROX. 0.8 KM 3594150.7 | DE8738|---------------------------------------------------------------------| DE8738 DE8738 SUPERSEDED SURVEY CONTROL DE8738 DE8738.No superseded survey control is available for this station. DE8738 DE8738_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6021376876(NAD 83) DE8738_MARKER: DV = VERTICAL CONTROL DISK DE8738_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE8738_STAMPING: 8101 X 1999 DE8738_MARK LOGO: MNDT DE8738_PROJECTION: FLUSH DE8738_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE8738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE8738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8738+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 DE8738_ROD/PIPE-DEPTH: 8.5 meters DE8738 DE8738 HISTORY - Date Condition Report By DE8738 HISTORY - 1989 MONUMENTED MNDT DE8738 HISTORY - 19991123 GOOD MNDT DE8738 HISTORY - 20020710 GOOD MNDT DE8738 DE8738 STATION DESCRIPTION DE8738 DE8738'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS) DE8738'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 2.25 MI (3.62 DE8738'KM) SOUTH OF WASECA, 10.64 MI (17.12 KM) NORTH OF NEW RICHLAND, 10.65 DE8738'MI (17.14 KM) NORTH ALONG TH 13 FROM JCT OF TH 13 AND TH 30 IN NEW DE8738'RICHLAND, AT TH 13 MP 29.1, 92 FT (28.0 M) NORTH ON FIELD ENT GOING DE8738'SOUTH, 61 FT (18.6 M) EAST OF TH 13, 58 FT (17.7 M) NORTH OF P-POLE NO DE8738'89, 0.9 FT (27.4 CM) WEST OF WIT POST, FLUSH, MAGNETIC AND SUITABLE DE8738'FOR GPS. ROD DEPTH 28 FT. (8.5 M) ROD AND DISK SET IN 1989 THEN DE8738'STAMPED IN 1999. DE8738 DE8738 STATION RECOVERY (2002) DE8738 DE8738'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS) DE8738'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 2.25 MI (3.62 DE8738'KM) SOUTH OF WASECA, 10.64 MI (17.12 KM) NORTH OF NEW RICHLAND, 10.65 DE8738'MI (17.14 KM) NORTH ALONG TH 13 FROM JCT OF TH 13 AND TH 30 IN NEW DE8738'RICHLAND, AT TH 13 MP 29.1, 92 FT (28.0 M) NORTH ON FIELD ENT GOING DE8738'SOUTH, 61 FT (18.6 M) EAST OF TH 13, 58 FT (17.7 M) NORTH OF P-POLE NO DE8738'89, 0.9 FT (27.4 CM) WEST OF WIT POST, FLUSH, MAGNETIC AND SUITABLE DE8738'FOR GPS. ROD DEPTH 28 FT. (8.5 M) ROD AND DISK SET IN 1989 THEN DE8738'STAMPED IN 1999. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 DE8739 *********************************************************************** DE8739 DESIGNATION - 8101 Y DE8739 PID - DE8739 DE8739 STATE/COUNTY- MN/WASECA DE8739 USGS QUAD - MERIDEN (1992) DE8739 DE8739 *CURRENT SURVEY CONTROL DE8739 ___________________________________________________________________ DE8739* NAD 83(1996)- 44 03 31.63595(N) 093 29 48.26541(W) ADJUSTED DE8739* NAVD 88 - 348.64 (meters) 1143.8 (feet) LEVELING DE8739 ___________________________________________________________________ DE8739 X - -280,023.291 (meters) COMP DE8739 Y - -4,582,618.827 (meters) COMP DE8739 Z - 4,413,010.584 (meters) COMP DE8739 LAPLACE CORR- 4.81 (seconds) DEFLEC99 DE8739 ELLIP HEIGHT- 319.99 (meters) (12/09/02) GPS OBS DE8739 GEOID HEIGHT- -28.64 (meters) GEOID99 DE8739 DE8739 HORZ ORDER - FIRST DE8739 VERT ORDER - THIRD ? DE8739 ELLP ORDER - SECOND CLASS I DE8739 DE8739.The horizontal coordinates were established by GPS observations DE8739.and adjusted by the MN DEPT OF TRANSP in December 2002. DE8739 DE8739.The orthometric height was determined by differential leveling. DE8739.The vertical network tie was performed by a horz. field party for horz. DE8739.obs reductions. Reset procedures were used to establish the elevation. DE8739 DE8739.The X, Y, and Z were computed from the position and the ellipsoidal ht. DE8739 DE8739.The Laplace correction was computed from DEFLEC99 derived deflections. DE8739 DE8739.The ellipsoidal height was determined by GPS observations DE8739.and is referenced to NAD 83. DE8739 DE8739.The geoid height was determined by GEOID99. DE8739 DE8739; North East Units Scale Converg. DE8739;SPC MN S - 217,767.935 840,322.458 MT 0.99995171 +0 21 09.9 DE8739;UTM 15 - 4,878,522.238 460,213.608 MT 0.99961947 -0 20 43.6 DE8739 DE8739: Primary Azimuth Mark Grid Az DE8739:SPC MN S - 8101 P 008 28 58.8 DE8739:UTM 15 - 8101 P 009 10 52.3 DE8739 DE8739|---------------------------------------------------------------------| DE8739| PID Reference Object Distance Geod. Az | DE8739| dddmmss.s | DE8739| AI6544 8101 P 479.732 METERS 0085008.7 | DE8739| DE8738 8101 X APPROX. 1.6 KM 1794043.1 | DE8739|---------------------------------------------------------------------| DE8739 DE8739 SUPERSEDED SURVEY CONTROL DE8739 DE8739.No superseded survey control is available for this station. DE8739 DE8739_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6021478522(NAD 83) DE8739_MARKER: DV = VERTICAL CONTROL DISK DE8739_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) DE8739_STAMPING: 8101 Y 1999 DE8739_MARK LOGO: MNDT DE8739_PROJECTION: PROJECTING 3 CENTIMETERS DE8739_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET DE8739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL DE8739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR DE8739+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 DE8739_ROD/PIPE-DEPTH: 8.5 meters DE8739 DE8739 HISTORY - Date Condition Report By DE8739 HISTORY - 1989 MONUMENTED MNDT DE8739 HISTORY - 19991123 GOOD MNDT DE8739 HISTORY - 20020710 GOOD MNDT DE8739 DE8739 STATION DESCRIPTION DE8739 DE8739'DESCRIBED BY MN DEPT OF TRANSP 1999 (WAS) DE8739'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 1.5 MI (2.4 KM) DE8739'SOUTH OF WASECA, 11.65 MI (18.75 KM) NORTH OF NEW RICHLAND, 11.65 MI DE8739'(18.75 KM) NORTH ALONG TH 13 FROM THE JCT OF TH 13 AND TH 30 IN NEW DE8739'RICHLAND, AT TH 13 MP 30.15, 46 FT (14.0 M) EAST OF TH 13, 68 FT (20.7 DE8739'M) NORTH OF UNDER GROUND GAS LINE CROSSING TH 13, 50 FT (15.2 M) NORTH DE8739'OF FIELD ENT, 13.5 FT (4.1 M) NORTH OF P-POLE, 32.42 FT (9.88 M) SOUTH DE8739'OF FIBER OPTIC WARNING POST, 1.0 FT (0.3 M) WEST OF GAURD POST, DE8739'PROJECTS 1 IN, MAGNETIC AND SUITABLE FOR GPS. ROD DEPTH 28 FT. (8.5 DE8739'M) ROD AND DISK SET IN 1989 THEN STAMPED IN 1999. DE8739 DE8739 STATION RECOVERY (2002) DE8739 DE8739'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS) DE8739'THE MARK WAS RECOVERED IN GOOD CONDITION. THE MARK IS 1.5 MI (2.4 KM) DE8739'SOUTH OF WASECA, 11.65 MI (18.75 KM) NORTH OF NEW RICHLAND, 11.65 MI DE8739'(18.75 KM) NORTH ALONG TH 13 FROM THE JCT OF TH 13 AND TH 30 IN NEW DE8739'RICHLAND, AT TH 13 MP 30.15, 46 FT (14.0 M) EAST OF TH 13, 68 FT (20.7 DE8739'M) NORTH OF UNDER GROUND GAS LINE CROSSING TH 13, 50 FT (15.2 M) NORTH DE8739'OF FIELD ENT, 13.5 FT (4.1 M) NORTH OF P-POLE, 32.42 FT (9.88 M) SOUTH DE8739'OF FIBER OPTIC WARNING POST, 1.0 FT (0.3 M) WEST OF GUARD POST, DE8739'PROJECTS 1 IN, MAGNETIC AND SUITABLE FOR GPS. ROD DEPTH 28 FT. (8.5 DE8739'M) ROD AND DISK SET IN 1989 THEN STAMPED IN 1999. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 OO0760 *********************************************************************** OO0760 DESIGNATION - 8105 Q OO0760 PID - OO0760 OO0760 STATE/COUNTY- MN/WASECA OO0760 USGS QUAD - NEW RICHLAND (1967) OO0760 OO0760 *CURRENT SURVEY CONTROL OO0760 ___________________________________________________________________ OO0760* NAD 83(1986)- 43 53 46. (N) 093 29 36. (W) SCALED OO0760* NAVD 88 - 360.709 (meters) 1183.43 (feet) ADJUSTED OO0760 ___________________________________________________________________ OO0760 GEOID HEIGHT- -29.04 (meters) GEOID99 OO0760 DYNAMIC HT - 360.630 (meters) 1183.17 (feet) COMP OO0760 MODELED GRAV- 980,389.2 (mgal) NAVD 88 OO0760 OO0760 VERT ORDER - SECOND CLASS I OO0760 OO0760.The horizontal coordinates were scaled from a topographic map and have OO0760.an estimated accuracy of +/- 6 seconds. OO0760 OO0760.The orthometric height was determined by differential leveling OO0760.and adjusted by the National Geodetic Survey in June 1991. OO0760 OO0760.The geoid height was determined by GEOID99. OO0760 OO0760.The dynamic height is computed by dividing the NAVD 88 OO0760.geopotential number by the normal gravity value computed on the OO0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 OO0760.degrees latitude (g = 980.6199 gals.). OO0760 OO0760.The modeled gravity was interpolated from observed gravity values. OO0760 OO0760; North East Units Estimated Accuracy OO0760;SPC MN S - 199,700. 840,710. MT (+/- 180 meters Scaled) OO0760 OO0760 SUPERSEDED SURVEY CONTROL OO0760 OO0760 NGVD 29 - 360.682 (m) 1183.34 (f) ADJ UNCH 2 1 OO0760 OO0760.Superseded values are not recommended for survey control. OO0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OO0760.See file dsdata.txt to determine how the superseded data were derived. OO0760 OO0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ603604(NAD 83) OO0760_MARKER: DV = VERTICAL CONTROL DISK OO0760_SETTING: 35 = WATER TANK LEG BASE OO0760_STAMPING: 8105 Q 1978 OO0760_MARK LOGO: MNDT OO0760_MAGNETIC: O = OTHER; SEE DESCRIPTION OO0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO OO0760+STABILITY: SURFACE MOTION OO0760_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR OO0760+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 OO0760 OO0760 HISTORY - Date Condition Report By OO0760 HISTORY - 1978 MONUMENTED MNDT OO0760 HISTORY - 1979 GOOD MNDT OO0760 HISTORY - 20020710 GOOD MNDT OO0760 OO0760 STATION DESCRIPTION OO0760 OO0760'DESCRIBED BY MN DEPT OF TRANSP 1979 OO0760'IN NEW RICHLAND. OO0760'THE MARK IS LOCATED 0.3 MILE NORTH ALONG BROADWAY FROM ITS JUNCTION OO0760'WITH TRUNK HIGHWAY 30 IN NEW RICHLAND, NEAR THE INTERSECTION OF 2ND OO0760'STREET AND BROADWAY. IT IS 100.0 FT. EAST OF THE EAST CURB OF OO0760'BROADWAY, 23 FT. SOUTH OF THE EXTENDED CENTER OF 2ND STREET WEST, OO0760'106.7 FT. WEST OF THE WEST RAIL OF THE RAILROAD TRACKS, AND 36.5 FT. OO0760'NORTH OF THE NORTH WALL OF A 1 STORY BRICK BUILDING. SET IN THE OO0760'SOUTHEAST CORNER OF THE SOUTHEAST LEG OF THE NEW RICHLAND WATER OO0760'TANK. IT PROJECTS 1 FT. ABOVE THE SURFACE OF THE GROUND. OO0760 OO0760 STATION RECOVERY (2002) OO0760 OO0760'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS) OO0760'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS OO0760'FLUSH AND NOT SUITABLE FOR GPS. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 AI6547 *********************************************************************** AI6547 DESIGNATION - AITER AI6547 PID - AI6547 AI6547 STATE/COUNTY- MN/WASECA AI6547 USGS QUAD - MERIDEN (1992) AI6547 AI6547 *CURRENT SURVEY CONTROL AI6547 ___________________________________________________________________ AI6547* NAD 83(1996)- 44 03 44.99819(N) 093 29 25.45569(W) ADJUSTED AI6547* NAVD 88 - 346.61 (meters) 1137.2 (feet) LEVELING AI6547 ___________________________________________________________________ AI6547 X - -279,498.971 (meters) COMP AI6547 Y - -4,582,362.027 (meters) COMP AI6547 Z - 4,413,305.564 (meters) COMP AI6547 LAPLACE CORR- 4.92 (seconds) DEFLEC99 AI6547 ELLIP HEIGHT- 317.97 (meters) (07/31/00) GPS OBS AI6547 GEOID HEIGHT- -28.62 (meters) GEOID99 AI6547 AI6547 HORZ ORDER - FIRST AI6547 VERT ORDER - THIRD AI6547 ELLP ORDER - FOURTH CLASS I AI6547 AI6547.The horizontal coordinates were established by GPS observations AI6547.and adjusted by the National Geodetic Survey in July 2000. AI6547 AI6547.The orthometric height was determined by differential leveling. AI6547.The vertical network tie was performed by a horz. field party for horz. AI6547.obs reductions. Reset procedures were used to establish the elevation. AI6547 AI6547.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI6547 AI6547.The Laplace correction was computed from DEFLEC99 derived deflections. AI6547 AI6547.The ellipsoidal height was determined by GPS observations AI6547.and is referenced to NAD 83. AI6547 AI6547.The geoid height was determined by GEOID99. AI6547 AI6547; North East Units Scale Converg. AI6547;SPC MN S - 218,183.476 840,827.540 MT 0.99995122 +0 21 25.9 AI6547;UTM 15 - 4,878,931.457 460,723.547 MT 0.99961897 -0 20 27.8 AI6547 AI6547: Primary Azimuth Mark Grid Az AI6547:SPC MN S - 8101 P 277 43 32.3 AI6547:UTM 15 - 8101 P 278 25 26.0 AI6547 AI6547|---------------------------------------------------------------------| AI6547| PID Reference Object Distance Geod. Az | AI6547| dddmmss.s | AI6547| AI6544 8101 P 438.317 METERS 2780458.2 | AI6547|---------------------------------------------------------------------| AI6547 AI6547 SUPERSEDED SURVEY CONTROL AI6547 AI6547.No superseded survey control is available for this station. AI6547 AI6547_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6072478931(NAD 83) AI6547_MARKER: DD = SURVEY DISK AI6547_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AI6547_STAMPING: AITER 1998 AI6547_MARK LOGO: MNDT AI6547_PROJECTION: FLUSH AI6547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AI6547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI6547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI6547+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 AI6547_ROD/PIPE-DEPTH: 10.0 meters AI6547 AI6547 HISTORY - Date Condition Report By AI6547 HISTORY - 1998 MONUMENTED MNDT AI6547 HISTORY - 19980406 GOOD MNDT AI6547 HISTORY - 20020710 GOOD MNDT AI6547 AI6547 STATION DESCRIPTION AI6547 AI6547'DESCRIBED BY MN DEPT OF TRANSP 1998 (DKH) AI6547'THE MARK IS LOCATED 1 MI (1.6 KM) SE OF WASECA, 1.4 MI (2.3 KM) SOUTH AI6547'ALONG TH 13 FROM JCT OF TH 13 AND TH 14 IN WASECA TO TH 13 MP 30.5, AI6547'THEN 0.1 MI (0.2 KM) NORTH ON RD, THEN 0.35 MI (0.56 KM) SE ON 345TH AI6547'ST, 40 FT (12.2 M) NE OF 345TH ST, 65 FT (19.8 M) SE OF ENT, 50.9 FT AI6547'(15.5 M) SE OF P-POLE, 1 FT (0.3 M) SW OF FENCE, AND 3.4 FT (1.0 M) NW AI6547'OF WIT POST. AI6547 AI6547 STATION RECOVERY (1998) AI6547 AI6547'RECOVERY NOTE BY MN DEPT OF TRANSP 1998 (DKH) AI6547'THE MARK IS LOCATED 1 MI (1.6 KM) SE OF WASECA, 1.4 MI (2.3 KM) SOUTH AI6547'ALONG TH 13 FROM JCT OF TH 13 AND TH 14 IN WASECA TO TH 13 MP 30.5, AI6547'THEN 0.1 MI (0.2 KM) NORTH ON RD, THEN 0.35 MI (0.56 KM) SE ON 345TH AI6547'ST, 40 FT (12.2 M) NE OF 345TH ST, 65 FT (19.8 M) SE OF ENT, 50.9 FT AI6547'(15.5 M) SE OF P-POLE, 1 FT (0.3 M) SW OF FENCE, AND 3.4 FT (1.0 M) NW AI6547'OF WIT POST. AI6547 AI6547 STATION RECOVERY (2002) AI6547 AI6547'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (WAS) AI6547'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS AI6547'FLUSH, MAGNETIC AND SUITABLE FOR GPS. ROD DEPTH 10 FT. 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 OO0480 *********************************************************************** OO0480 DESIGNATION - C 23 OO0480 PID - OO0480 OO0480 STATE/COUNTY- MN/WASECA OO0480 USGS QUAD - NEW RICHLAND (1967) OO0480 OO0480 *CURRENT SURVEY CONTROL OO0480 ___________________________________________________________________ OO0480* NAD 83(1996)- 43 53 42.39062(N) 093 29 34.59687(W) ADJUSTED OO0480* NAVD 88 - 360.883 (meters) 1184.00 (feet) ADJUSTED OO0480 ___________________________________________________________________ OO0480 X - -280,489.558 (meters) COMP OO0480 Y - -4,595,251.342 (meters) COMP OO0480 Z - 4,399,930.651 (meters) COMP OO0480 LAPLACE CORR- 3.24 (seconds) DEFLEC99 OO0480 ELLIP HEIGHT- 331.84 (meters) (03/20/03) GPS OBS OO0480 GEOID HEIGHT- -29.04 (meters) GEOID99 OO0480 DYNAMIC HT - 360.804 (meters) 1183.74 (feet) COMP OO0480 MODELED GRAV- 980,389.1 (mgal) NAVD 88 OO0480 OO0480 HORZ ORDER - FIRST OO0480 VERT ORDER - SECOND CLASS 0 OO0480 ELLP ORDER - THIRD CLASS II OO0480 OO0480.The horizontal coordinates were established by GPS observations OO0480.and adjusted by the MN DEPT OF TRANSP in March 2003. OO0480 OO0480.The orthometric height was determined by differential leveling OO0480.and adjusted by the National Geodetic Survey in June 1991. OO0480 OO0480.The X, Y, and Z were computed from the position and the ellipsoidal ht. OO0480 OO0480.The Laplace correction was computed from DEFLEC99 derived deflections. OO0480 OO0480.The ellipsoidal height was determined by GPS observations OO0480.and is referenced to NAD 83. OO0480 OO0480.The geoid height was determined by GEOID99. OO0480 OO0480.The dynamic height is computed by dividing the NAVD 88 OO0480.geopotential number by the normal gravity value computed on the OO0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 OO0480.degrees latitude (g = 980.6199 gals.). OO0480 OO0480.The modeled gravity was interpolated from observed gravity values. OO0480 OO0480; North East Units Scale Converg. OO0480;SPC MN S - 199,584.124 840,739.474 MT 0.99997766 +0 21 19.5 OO0480;UTM 15 - 4,860,340.965 460,409.108 MT 0.99961928 -0 20 30.4 OO0480 OO0480|---------------------------------------------------------------------| OO0480| PID Reference Object Distance Geod. Az | OO0480| dddmmss.s | OO0480| OO0759 8105 P 366.587 METERS 18941 | OO0480|---------------------------------------------------------------------| OO0480 OO0480 SUPERSEDED SURVEY CONTROL OO0480 OO0480 NAD 83(1996)- 43 53 42.39013(N) 093 29 34.59665(W) AD( ) 1 OO0480 ELLIP HT - 331.85 (m) (12/09/02) GP( ) 2 1 OO0480 NGVD 29 - 360.857 (m) 1183.91 (f) ADJ UNCH 2 0 OO0480 OO0480.Superseded values are not recommended for survey control. OO0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. OO0480.See file dsdata.txt to determine how the superseded data were derived. OO0480 OO0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ6040960341(NAD 83) OO0480_MARKER: DB = BENCH MARK DISK OO0480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT OO0480_STAMPING: 1183.912 C 23 1933 OO0480_MARK LOGO: CGS OO0480_PROJECTION: RECESSED 8 CENTIMETERS OO0480_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT OO0480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO OO0480+STABILITY: SURFACE MOTION OO0480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR OO0480+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2002 OO0480 OO0480 HISTORY - Date Condition Report By OO0480 HISTORY - 1933 MONUMENTED CGS OO0480 HISTORY - 1974 GOOD MNDT OO0480 HISTORY - 1979 GOOD MNDT OO0480 HISTORY - 19991123 GOOD MNDT OO0480 HISTORY - 20000510 GOOD MNDT OO0480 HISTORY - 20020710 GOOD MNDT OO0480 OO0480 STATION DESCRIPTION OO0480 OO0480'DESCRIBED BY MN DEPT OF TRANSP 1974 OO0480'IN NEW RICHLAND. OO0480'AT NEW RICHLAND, WASECA COUNTY, 62 FEET NORTHWEST OF THE CENTER OF OO0480'FIRST STREET CROSSING, AT THE SOUTHEAST CORNER OF A SMALL PARK, ABOUT OO0480'50 FEET NORTH OF THE CENTERLINE OF FIRST STREET, AND 37 FEET WEST OF OO0480'THE WEST RAIL OF THE MAIN TRACK 20.0 FEET NORTH OF STREET LITE POLE, A OO0480'STANDARD DISK, STAMPED 1183.912 C 23 1933 AND SET IN TOP OF A CONCRETE OO0480'POST. SE 1/4, SEC 17, T105N, R 22W. OO0480 OO0480 STATION RECOVERY (1979) OO0480 OO0480'RECOVERY NOTE BY MN DEPT OF TRANSP 1979 OO0480'THE MARK WAS RECOVERED IN GOOD CONDITION IN TOWN ABOUT 0.25 MILE NORTH OO0480'ALONG BROADWAY FROM THE JUNCTION OF TRUNK HIGHWAY 30, THENCE 0.05 OO0480'MILE EAST ALONG FIRST STREET. IT IS 19.4 FT. NORTH OF THE FACE OF THE OO0480'NORTH CURB OF FIRST STREET AND ABOUT LEVEL WITH THE STREET AND THE OO0480'TRACKS, 32.3 FT. WEST OF THE WEST RAIL OF THE MAINLINE TRACK, 19.8 OO0480'FT. NORTH NORTHWEST OF A POWERPOLE, 17.5 FT. WEST OF THE WEST RAIL OF OO0480'A SPUR LINE TRACK AND 64.6 FT. EAST NORTHEAST OF A POWER POLE. THE OO0480'GROUND AND IS 0.5 FT. NORTH OF A STEEL WITNESS POST. OO0480 OO0480 STATION RECOVERY (1999) OO0480 OO0480'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (DKH) OO0480'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS OO0480'RECESSED 3 IN AND SUITABLE FOR GPS, A RR SPIKE SET ADJACENT TO MARK OO0480'MAKES IT MAGNETIC. OO0480 OO0480 STATION RECOVERY (2000) OO0480 OO0480'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (TJA) OO0480'RECOVERED AS DESCRIBED, RECESSED 3 INCHES, MAGNETIC. OO0480 OO0480 STATION RECOVERY (2002) OO0480 OO0480'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) OO0480'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE MARK IS OO0480'RECESSED 3 IN AND SUITABLE FOR GPS, A RR SPIKE SET ADJACENT TO MARK OO0480'MAKES IT MAGNETIC.