1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 AI3300 *********************************************************************** AI3300 DESIGNATION - HERMEL AI3300 PID - AI3300 AI3300 STATE/COUNTY- MN/BLUE EARTH AI3300 USGS QUAD - MANKATO EAST (1993) AI3300 AI3300 *CURRENT SURVEY CONTROL AI3300 ___________________________________________________________________ AI3300* NAD 83(1996)- 44 12 25.32715(N) 093 57 35.33056(W) ADJUSTED AI3300* NAVD 88 - 302.466 (meters) 992.34 (feet) ADJUSTED AI3300 ___________________________________________________________________ AI3300 X - -316,256.795 (meters) COMP AI3300 Y - -4,568,729.792 (meters) COMP AI3300 Z - 4,424,801.957 (meters) COMP AI3300 LAPLACE CORR- -3.88 (seconds) DEFLEC99 AI3300 ELLIP HEIGHT- 274.14 (meters) (06/18/03) GPS OBS AI3300 GEOID HEIGHT- -28.31 (meters) GEOID99 AI3300 DYNAMIC HT - 302.420 (meters) 992.19 (feet) COMP AI3300 MODELED GRAV- 980,458.4 (mgal) NAVD 88 AI3300 AI3300 HORZ ORDER - FIRST AI3300 VERT ORDER - SECOND CLASS I AI3300 ELLP ORDER - THIRD CLASS II AI3300 AI3300.The horizontal coordinates were established by GPS observations AI3300.and adjusted by the MN DEPT OF TRANSP in June 2003. AI3300 AI3300.The orthometric height was determined by differential leveling AI3300.and adjusted by the National Geodetic Survey in June 2000. AI3300 AI3300.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI3300 AI3300.The Laplace correction was computed from DEFLEC99 derived deflections. AI3300 AI3300.The ellipsoidal height was determined by GPS observations AI3300.and is referenced to NAD 83. AI3300 AI3300.The geoid height was determined by GEOID99. AI3300 AI3300.The dynamic height is computed by dividing the NAVD 88 AI3300.geopotential number by the normal gravity value computed on the AI3300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI3300.degrees latitude (g = 980.6199 gals.). AI3300 AI3300.The modeled gravity was interpolated from observed gravity values. AI3300 AI3300; North East Units Scale Converg. AI3300;SPC MN S - 234,116.161 803,211.725 MT 0.99993518 +0 01 41.4 AI3300;UTM 15 - 4,895,316.086 423,315.751 MT 0.99967232 -0 40 09.4 AI3300 AI3300 SUPERSEDED SURVEY CONTROL AI3300 AI3300.No superseded survey control is available for this station. AI3300 AI3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2331695316(NAD 83) AI3300_MARKER: DH = HORIZONTAL CONTROL DISK AI3300_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AI3300_STAMPING: HERMEL 1990 AI3300_MARK LOGO: MNDT AI3300_PROJECTION: RECESSED 8 CENTIMETERS AI3300_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AI3300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI3300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI3300+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1991 AI3300_ROD/PIPE-DEPTH: 4.6 meters AI3300 AI3300 HISTORY - Date Condition Report By AI3300 HISTORY - 1990 MONUMENTED MNDT AI3300 HISTORY - 19910401 GOOD MNDT AI3300 AI3300 STATION DESCRIPTION AI3300 AI3300'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) AI3300'THE MARK IS LOCATED ABOUT 2 1/2 MILES NE OF MANKATO IN THE NE 1/4 AI3300'SECTION 33, T109N, R26W. TO REACH THE MARK THE JCT OF TH 22 AND TH 14 AI3300'BY PASS, GO NORTH 1.85 MILES (2.98 KM) ON TH 22, MP 56.45. THE MARK AI3300'IS 105.0 FT (32.0 M) EAST OF THE CENTER OF TH 22, 61.5 FT (18.7 M) NW AI3300'OF THE NW CORNER OF THE A.H. HERMEL BUILDING, 54.0 FT (16.5 M) ESE OF AI3300'A POWER POLE, 5.7 FT (1.7 M) SOUTH OF A FENCE, 5.5 FT (1.7 M) SOUTH OF AI3300'A STEEL WITNESS POST, AND IS ABOUT 1 1/2 FT HIGHER THAN TH 22. AI3300 AI3300 STATION RECOVERY (1991) AI3300 AI3300'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (DKH) AI3300'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 AI3301 *********************************************************************** AI3301 DESIGNATION - THEE AI3301 PID - AI3301 AI3301 STATE/COUNTY- MN/BLUE EARTH AI3301 USGS QUAD - MANKATO EAST (1993) AI3301 AI3301 *CURRENT SURVEY CONTROL AI3301 ___________________________________________________________________ AI3301* NAD 83(1996)- 44 12 25.35885(N) 093 58 15.62082(W) ADJUSTED AI3301* NAVD 88 - 302.794 (meters) 993.42 (feet) ADJUSTED AI3301 ___________________________________________________________________ AI3301 X - -317,149.181 (meters) COMP AI3301 Y - -4,568,667.499 (meters) COMP AI3301 Z - 4,424,802.902 (meters) COMP AI3301 LAPLACE CORR- -3.62 (seconds) DEFLEC99 AI3301 ELLIP HEIGHT- 274.49 (meters) (06/18/03) GPS OBS AI3301 GEOID HEIGHT- -28.30 (meters) GEOID99 AI3301 DYNAMIC HT - 302.749 (meters) 993.27 (feet) COMP AI3301 MODELED GRAV- 980,461.0 (mgal) NAVD 88 AI3301 AI3301 HORZ ORDER - FIRST AI3301 VERT ORDER - SECOND CLASS I AI3301 ELLP ORDER - THIRD CLASS II AI3301 AI3301.The horizontal coordinates were established by GPS observations AI3301.and adjusted by the MN DEPT OF TRANSP in June 2003. AI3301 AI3301.The orthometric height was determined by differential leveling AI3301.and adjusted by the National Geodetic Survey in June 2000. AI3301.No vertical observational check was made to the station. AI3301 AI3301.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI3301 AI3301.The Laplace correction was computed from DEFLEC99 derived deflections. AI3301 AI3301.The ellipsoidal height was determined by GPS observations AI3301.and is referenced to NAD 83. AI3301 AI3301.The geoid height was determined by GEOID99. AI3301 AI3301.The dynamic height is computed by dividing the NAVD 88 AI3301.geopotential number by the normal gravity value computed on the AI3301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI3301.degrees latitude (g = 980.6199 gals.). AI3301 AI3301.The modeled gravity was interpolated from observed gravity values. AI3301 AI3301; North East Units Scale Converg. AI3301;SPC MN S - 234,116.761 802,317.263 MT 0.99993518 +0 01 13.2 AI3301;UTM 15 - 4,895,327.570 422,421.597 MT 0.99967402 -0 40 37.5 AI3301 AI3301 SUPERSEDED SURVEY CONTROL AI3301 AI3301.No superseded survey control is available for this station. AI3301 AI3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2242295328(NAD 83) AI3301_MARKER: DH = HORIZONTAL CONTROL DISK AI3301_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AI3301_STAMPING: THEE 1990 AI3301_MARK LOGO: MNDT AI3301_PROJECTION: RECESSED 8 CENTIMETERS AI3301_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AI3301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI3301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI3301+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1991 AI3301_ROD/PIPE-DEPTH: 6.1 meters AI3301 AI3301 HISTORY - Date Condition Report By AI3301 HISTORY - 1990 MONUMENTED MNDT AI3301 HISTORY - 19910401 GOOD MNDT AI3301 AI3301 STATION DESCRIPTION AI3301 AI3301'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) AI3301'THE MARK IS LOCATED ABOUT 2 1/2 MILES NE OF MANKATO IN THE NE 1/4 AI3301'SECTION 32, T109N, R26W. TO REACH THE MARK THE JCT OF TH 22 AND TH 14 AI3301'BY PASS, GO NORTH 1.85 MILES (2.98 KM) ON TH 22 TO A GRAVEL RD ON THE AI3301'LEFT, GO WEST 0.55 MILE. (0.89 KM) THE MARK IS 12.0 FT (3.7 M) SOUTH AI3301'OF THE CENTER OF THE GRAVEL RD, 134.0 FT (40.8 M) EAST OF THE CENTER AI3301'OF A DRIVEWAY, 13.4 FT (4.1 M) NNE OF A POWER POLE, 10.8 FT (3.3 M) AI3301'NORTH OF A STEEL WITNESS POST, AND IS ABOUT 1/2 FT LOWER THAN THE AI3301'GRAVEL RD. AI3301 AI3301 STATION RECOVERY (1991) AI3301 AI3301'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (DNK) AI3301'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 AI3305 *********************************************************************** AI3305 DESIGNATION - VETTER AI3305 PID - AI3305 AI3305 STATE/COUNTY- MN/BLUE EARTH AI3305 USGS QUAD - MANKATO EAST (1993) AI3305 AI3305 *CURRENT SURVEY CONTROL AI3305 ___________________________________________________________________ AI3305* NAD 83(1996)- 44 14 16.35198(N) 093 57 33.96952(W) ADJUSTED AI3305* NAVD 88 - 302.009 (meters) 990.84 (feet) ADJUSTED AI3305 ___________________________________________________________________ AI3305 X - -316,061.585 (meters) COMP AI3305 Y - -4,566,347.115 (meters) COMP AI3305 Z - 4,427,257.572 (meters) COMP AI3305 LAPLACE CORR- -3.24 (seconds) DEFLEC99 AI3305 ELLIP HEIGHT- 273.70 (meters) (06/18/03) GPS OBS AI3305 GEOID HEIGHT- -28.30 (meters) GEOID99 AI3305 DYNAMIC HT - 301.964 (meters) 990.69 (feet) COMP AI3305 MODELED GRAV- 980,459.7 (mgal) NAVD 88 AI3305 AI3305 HORZ ORDER - FIRST AI3305 VERT ORDER - SECOND CLASS I AI3305 ELLP ORDER - THIRD CLASS II AI3305 AI3305.The horizontal coordinates were established by GPS observations AI3305.and adjusted by the MN DEPT OF TRANSP in June 2003. AI3305 AI3305.The orthometric height was determined by differential leveling AI3305.and adjusted by the National Geodetic Survey in June 2000. AI3305 AI3305.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI3305 AI3305.The Laplace correction was computed from DEFLEC99 derived deflections. AI3305 AI3305.The ellipsoidal height was determined by GPS observations AI3305.and is referenced to NAD 83. AI3305 AI3305.The geoid height was determined by GEOID99. AI3305 AI3305.The dynamic height is computed by dividing the NAVD 88 AI3305.geopotential number by the normal gravity value computed on the AI3305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI3305.degrees latitude (g = 980.6199 gals.). AI3305 AI3305.The modeled gravity was interpolated from observed gravity values. AI3305 AI3305; North East Units Scale Converg. AI3305;SPC MN S - 237,542.810 803,240.240 MT 0.99993257 +0 01 42.4 AI3305;UTM 15 - 4,898,741.237 423,385.967 MT 0.99967219 -0 40 09.7 AI3305 AI3305 SUPERSEDED SURVEY CONTROL AI3305 AI3305.No superseded survey control is available for this station. AI3305 AI3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2338698741(NAD 83) AI3305_MARKER: DH = HORIZONTAL CONTROL DISK AI3305_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AI3305_STAMPING: VETTER 1990 AI3305_MARK LOGO: MNDT AI3305_PROJECTION: RECESSED 5 CENTIMETERS AI3305_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AI3305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI3305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI3305+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1991 AI3305_ROD/PIPE-DEPTH: 7.6 meters AI3305 AI3305 HISTORY - Date Condition Report By AI3305 HISTORY - 1990 MONUMENTED MNDT AI3305 HISTORY - 19910401 GOOD MNDT AI3305 AI3305 STATION DESCRIPTION AI3305 AI3305'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) AI3305'THE MARK IS LOCATED ABOUT 5 MILES (8.0 KM) NNE OF MANKATO IN THE NW AI3305'1/4 SECTION 21, T109N, R26W. TO REACH THE MARK THE JCT OF TH 22 AND AI3305'TH 14 BY PASS, GO NORTH 3.9 MILES (6.3 KM) ON TH 22, MP 58.7. THE MARK AI3305'IS 89.2 FT (27.2 M) WEST OF THE CENTER OF TH 22, 40.0 FT (12.2 M) AI3305'NORTH OF THE CENTER OF THE ROAD TO PHEASANT RUN, 101.4 FT (30.9 M) AI3305'SOUTH OF POWER POLE E10F01, 16.1 FT (4.9 M) EAST OF A STEEL WITNESS AI3305'POST, AND IS ABOUT 1 FT (0.3 M) HIGHER THAN TH 22. AI3305 AI3305 STATION RECOVERY (1991) AI3305 AI3305'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (DKH) AI3305'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED 1 National Geodetic Survey, Retrieval Date = JULY 10, 2003 AI3306 *********************************************************************** AI3306 DESIGNATION - WITA AI3306 PID - AI3306 AI3306 STATE/COUNTY- MN/BLUE EARTH AI3306 USGS QUAD - MANKATO EAST (1993) AI3306 AI3306 *CURRENT SURVEY CONTROL AI3306 ___________________________________________________________________ AI3306* NAD 83(1996)- 44 14 21.85704(N) 093 56 38.53499(W) ADJUSTED AI3306* NAVD 88 - 306.593 (meters) 1005.88 (feet) ADJUSTED AI3306 ___________________________________________________________________ AI3306 X - -314,826.420 (meters) COMP AI3306 Y - -4,566,316.892 (meters) COMP AI3306 Z - 4,427,382.502 (meters) COMP AI3306 LAPLACE CORR- -3.54 (seconds) DEFLEC99 AI3306 ELLIP HEIGHT- 278.27 (meters) (06/18/03) GPS OBS AI3306 GEOID HEIGHT- -28.32 (meters) GEOID99 AI3306 DYNAMIC HT - 306.546 (meters) 1005.73 (feet) COMP AI3306 MODELED GRAV- 980,456.8 (mgal) NAVD 88 AI3306 AI3306 HORZ ORDER - FIRST AI3306 VERT ORDER - SECOND CLASS I AI3306 ELLP ORDER - THIRD CLASS II AI3306 AI3306.The horizontal coordinates were established by GPS observations AI3306.and adjusted by the MN DEPT OF TRANSP in June 2003. AI3306 AI3306.The orthometric height was determined by differential leveling AI3306.and adjusted by the National Geodetic Survey in June 2000. AI3306.No vertical observational check was made to the station. AI3306 AI3306.The X, Y, and Z were computed from the position and the ellipsoidal ht. AI3306 AI3306.The Laplace correction was computed from DEFLEC99 derived deflections. AI3306 AI3306.The ellipsoidal height was determined by GPS observations AI3306.and is referenced to NAD 83. AI3306 AI3306.The geoid height was determined by GEOID99. AI3306 AI3306.The dynamic height is computed by dividing the NAVD 88 AI3306.geopotential number by the normal gravity value computed on the AI3306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 AI3306.degrees latitude (g = 980.6199 gals.). AI3306 AI3306.The modeled gravity was interpolated from observed gravity values. AI3306 AI3306; North East Units Scale Converg. AI3306;SPC MN S - 237,713.443 804,470.149 MT 0.99993245 +0 02 21.2 AI3306;UTM 15 - 4,898,896.837 424,617.541 MT 0.99966988 -0 39 31.1 AI3306 AI3306 SUPERSEDED SURVEY CONTROL AI3306 AI3306.No superseded survey control is available for this station. AI3306 AI3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVJ2461898897(NAD 83) AI3306_MARKER: DH = HORIZONTAL CONTROL DISK AI3306_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+) AI3306_STAMPING: WITA 1990 AI3306_MARK LOGO: MNDT AI3306_PROJECTION: RECESSED 5 CENTIMETERS AI3306_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET AI3306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AI3306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AI3306+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1991 AI3306_ROD/PIPE-DEPTH: 6.1 meters AI3306 AI3306 HISTORY - Date Condition Report By AI3306 HISTORY - 1990 MONUMENTED MNDT AI3306 HISTORY - 19910401 GOOD MNDT AI3306 AI3306 STATION DESCRIPTION AI3306 AI3306'DESCRIBED BY MN DEPT OF TRANSP 1990 (DKH) AI3306'THE MARK IS LOCATED ABOUT 5 MILES (8.0 KM) NNE OF MANKATO IN THE NW AI3306'1/4 SECTION 22, T109N, R26W. TO REACH THE MARK THE JCT OF TH 22 AND AI3306'TH 14 BY PASS IN THE NE EDGE OF MANKATO, GO NORTH 4.0 MILES (6.4 KM) AI3306'ON TH 22 TO CO RD 2, TURN RIGHT AND GO 0.75 MILE. (1.21 KM) THE MARK AI3306'IS 21.8 FT (6.6 M) NORTH OF THE CENTER OF CO RD 2, 11.0 FT (3.4 M) AI3306'WEST OF THE CENTER OF A FIELD ENTRANCE, 9.7 FT (3.0 M) SE OF A STEEL AI3306'WITNESS POST, AND IS ABOUT LEVEL WITH CO RD 2. AI3306 AI3306 STATION RECOVERY (1991) AI3306 AI3306'RECOVERY NOTE BY MN DEPT OF TRANSP 1991 (DKH) AI3306'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED