1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QO1113 *********************************************************************** QO1113 DESIGNATION - 4812 A 1 QO1113 PID - QO1113 QO1113 STATE/COUNTY- MN/MILLE LACS QO1113 USGS QUAD - MILACA (1968) QO1113 QO1113 *CURRENT SURVEY CONTROL QO1113 ___________________________________________________________________ QO1113* NAD 83(1986)- 45 46 43. (N) 093 39 28. (W) SCALED QO1113* NAVD 88 - 327.344 (meters) 1073.96 (feet) ADJUSTED QO1113 ___________________________________________________________________ QO1113 GEOID HEIGHT- -27.44 (meters) GEOID99 QO1113 DYNAMIC HT - 327.339 (meters) 1073.94 (feet) COMP QO1113 MODELED GRAV- 980,590.3 (mgal) NAVD 88 QO1113 QO1113 VERT ORDER - SECOND CLASS 0 QO1113 QO1113.The horizontal coordinates were scaled from a topographic map and have QO1113.an estimated accuracy of +/- 6 seconds. QO1113 QO1113.The orthometric height was determined by differential leveling QO1113.and adjusted by the National Geodetic Survey in June 1991. QO1113 QO1113.The geoid height was determined by GEOID99. QO1113 QO1113.The dynamic height is computed by dividing the NAVD 88 QO1113.geopotential number by the normal gravity value computed on the QO1113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QO1113.degrees latitude (g = 980.6199 gals.). QO1113 QO1113.The modeled gravity was interpolated from observed gravity values. QO1113 QO1113; North East Units Estimated Accuracy QO1113;SPC MN C - 186,710. 846,060. MT (+/- 180 meters Scaled) QO1113 QO1113 SUPERSEDED SURVEY CONTROL QO1113 QO1113 NGVD 29 - 327.195 (m) 1073.47 (f) ADJ UNCH 2 0 QO1113 QO1113.Superseded values are not recommended for survey control. QO1113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QO1113.See file dsdata.txt to determine how the superseded data were derived. QO1113 QO1113_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL488696(NAD 83) QO1113_MARKER: DD = SURVEY DISK QO1113_SETTING: 38 = BRIDGE ABUTMENT QO1113_STAMPING: 4812 A 1 1973 QO1113_MARK LOGO: MNDT QO1113_MAGNETIC: O = OTHER; SEE DESCRIPTION QO1113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QO1113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR QO1113+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2000 QO1113 QO1113 HISTORY - Date Condition Report By QO1113 HISTORY - 1973 MONUMENTED MNDT QO1113 HISTORY - 20000401 GOOD MNDT QO1113 QO1113 STATION DESCRIPTION QO1113 QO1113'DESCRIBED BY MN DEPT OF TRANSP 1973 QO1113'1.9 MI N FROM MILACA. QO1113'MARK IS LOCATED 2 MILES NORTH ALONG T.H. 169 FROM THE JUNCTION OF T.H. QO1113'169 AND T.H. 23 IN MILACA, THENCE, 0.25 MILES WEST ALONG COUNTY ROAD QO1113'9. IT IS IN THE SOUTHEAST CORNER (ABUTMENT) OF MILLE LACS COUNTY QO1113'BRIDGE NO. 7177, COUNTY ROAD 9 OVER THE RUM RIVER. NW 1/4 SECTION 24, QO1113'T 38, R 27. QO1113 QO1113 STATION RECOVERY (2000) QO1113 QO1113'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) QO1113'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 QO1114 *********************************************************************** QO1114 DESIGNATION - 4812 B QO1114 PID - QO1114 QO1114 STATE/COUNTY- MN/MILLE LACS QO1114 USGS QUAD - MILACA (1968) QO1114 QO1114 *CURRENT SURVEY CONTROL QO1114 ___________________________________________________________________ QO1114* NAD 83(1996)- 45 47 09.26082(N) 093 39 19.18726(W) ADJUSTED QO1114* NAVD 88 - 342.903 (meters) 1125.01 (feet) ADJUSTED QO1114 ___________________________________________________________________ QO1114 X - -284,065.246 (meters) COMP QO1114 Y - -4,446,562.475 (meters) COMP QO1114 Z - 4,548,911.342 (meters) COMP QO1114 LAPLACE CORR- -3.67 (seconds) DEFLEC99 QO1114 ELLIP HEIGHT- 315.48 (meters) (08/29/02) GPS OBS QO1114 GEOID HEIGHT- -27.44 (meters) GEOID99 QO1114 DYNAMIC HT - 342.898 (meters) 1124.99 (feet) COMP QO1114 MODELED GRAV- 980,590.5 (mgal) NAVD 88 QO1114 QO1114 HORZ ORDER - FIRST QO1114 VERT ORDER - SECOND CLASS 0 QO1114 ELLP ORDER - THIRD CLASS II QO1114 QO1114.The horizontal coordinates were established by GPS observations QO1114.and adjusted by the MN DEPT OF TRANSP in August 2002. QO1114 QO1114.The orthometric height was determined by differential leveling QO1114.and adjusted by the National Geodetic Survey in June 1991. QO1114 QO1114.The X, Y, and Z were computed from the position and the ellipsoidal ht. QO1114 QO1114.The Laplace correction was computed from DEFLEC99 derived deflections. QO1114 QO1114.The ellipsoidal height was determined by GPS observations QO1114.and is referenced to NAD 83. QO1114 QO1114.The geoid height was determined by GEOID99. QO1114 QO1114.The dynamic height is computed by dividing the NAVD 88 QO1114.geopotential number by the normal gravity value computed on the QO1114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QO1114.degrees latitude (g = 980.6199 gals.). QO1114 QO1114.The modeled gravity was interpolated from observed gravity values. QO1114 QO1114; North East Units Scale Converg. QO1114;SPC MN C - 187,524.289 846,240.527 MT 0.99996763 +0 25 48.6 QO1114;UTM 15 - 5,070,469.403 449,060.972 MT 0.99963190 -0 28 11.0 QO1114 QO1114 SUPERSEDED SURVEY CONTROL QO1114 QO1114 NGVD 29 - 342.753 (m) 1124.52 (f) ADJ UNCH 2 0 QO1114 QO1114.Superseded values are not recommended for survey control. QO1114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QO1114.See file dsdata.txt to determine how the superseded data were derived. QO1114 QO1114_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4906170469(NAD 83) QO1114_MARKER: DD = SURVEY DISK QO1114_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+) QO1114_STAMPING: 4812 B 1973 QO1114_MARK LOGO: MNDT QO1114_MAGNETIC: O = OTHER; SEE DESCRIPTION QO1114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL QO1114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QO1114+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2000 QO1114 QO1114 HISTORY - Date Condition Report By QO1114 HISTORY - 1973 MONUMENTED MNDT QO1114 HISTORY - 20000401 GOOD MNDT QO1114 HISTORY - 20000926 GOOD MNDT QO1114 QO1114 STATION DESCRIPTION QO1114 QO1114'DESCRIBED BY MN DEPT OF TRANSP 1973 QO1114'2.4 MI N FROM MILACA. QO1114'MARK IS LOCATED 2.45 MILES NORTH ALONG T.H. 169 FROM THE JUNCTION OF QO1114'T.H. 169 AND T.H. 23 IN MILACA, 0.5 MILES NORTH OF COUNTY ROAD 9. IT QO1114'IS 401 FEET (MEASURED) WEST OF THE T.H. 169 CENTERLINE AT MILE POINT QO1114'193.65, 67.2 FEET SOUTH OF AN UNDERGROUND CABLE MARK (NO. A-22) 35 QO1114'FEET SOUTH OF THE CENTER OF A TOWNSHIP ROAD, 6 FEET WEST OF A POWER QO1114'POLE. IT IS 0.6 FEET EAST OF A STEEL WITNESS POST, NEAR THE NORTHWEST QO1114'CORNER OF AN EQUIPMENT STORAGE LOT (BRUGGMANS), CRIMPED TO THE TOP OF QO1114'12 FEET OF COPPER CLAD STEEL ROD (MAGNETIC) WHICH HAD BEEN DRIVEN TO QO1114'REFUSAL, AND SET FLUSH WITH THE GROUND. SW 1/4 SECTION 1.3, T 38, R QO1114'27. QO1114 QO1114 STATION RECOVERY (2000) QO1114 QO1114'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) QO1114'THE MARK WAS RECOVERED AS DESCRIBED. NEW ADDITIONS FOLLOW. OLD TH 169 QO1114'IS NOW CENTRAL AVE. THE DISK IS TILTED ON THE ROD BUT HITS ELEVATION QO1114'AND THE DISK IS TIGHT ON ROD. THE MARK PROJECTS 2 INCHES, IS QO1114'MAGNETIC, AND SUITABLE FOR GPS. QO1114 QO1114 STATION RECOVERY (2000) QO1114 QO1114'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) QO1114'THE MARK WAS RECOVERED AS DESCRIBED. PROJECTS 2 INCHES, GPSABLE, QO1114'MAGNETIC. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AC4957 *********************************************************************** AC4957 CBN - This is a Cooperative Base Network Control Station. AC4957 DESIGNATION - LACA AC4957 PID - AC4957 AC4957 STATE/COUNTY- MN/MILLE LACS AC4957 USGS QUAD - MILACA (1968) AC4957 AC4957 *CURRENT SURVEY CONTROL AC4957 ___________________________________________________________________ AC4957* NAD 83(1996)- 45 46 57.24029(N) 093 38 59.53220(W) ADJUSTED AC4957* NAVD 88 - 336.85 (meters) 1105.1 (feet) LEVELING AC4957 ___________________________________________________________________ AC4957 X - -283,658.195 (meters) COMP AC4957 Y - -4,446,850.771 (meters) COMP AC4957 Z - 4,548,648.178 (meters) COMP AC4957 LAPLACE CORR- -3.62 (seconds) DEFLEC99 AC4957 ELLIP HEIGHT- 309.42 (meters) (01/15/97) GPS OBS AC4957 GEOID HEIGHT- -27.45 (meters) GEOID99 AC4957 AC4957 HORZ ORDER - B AC4957 VERT ORDER - THIRD AC4957 ELLP ORDER - FOURTH CLASS I AC4957 AC4957.The horizontal coordinates were established by GPS observations AC4957.and adjusted by the National Geodetic Survey in January 1997. AC4957 AC4957.The orthometric height was determined by differential leveling. AC4957.The vertical network tie was performed by a horz. field party for horz. AC4957.obs reductions. Reset procedures were used to establish the elevation. AC4957 AC4957.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC4957 AC4957.The Laplace correction was computed from DEFLEC99 derived deflections. AC4957 AC4957.The ellipsoidal height was determined by GPS observations AC4957.and is referenced to NAD 83. AC4957 AC4957.The geoid height was determined by GEOID99. AC4957 AC4957; North East Units Scale Converg. AC4957;SPC MN C - 187,156.390 846,667.871 MT 0.99996818 +0 26 02.9 AC4957;UTM 15 - 5,070,094.963 449,482.343 MT 0.99963137 -0 27 56.8 AC4957 AC4957 SUPERSEDED SURVEY CONTROL AC4957 AC4957.No superseded survey control is available for this station. AC4957 AC4957_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TVL4948270095(NAD 83) AC4957_MARKER: F = FLANGE-ENCASED ROD AC4957_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AC4957_STAMPING: LACA 1994 AC4957_MARK LOGO: MNDT AC4957_PROJECTION: FLUSH AC4957_MAGNETIC: I = MARKER IS A STEEL ROD AC4957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL AC4957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC4957+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000 AC4957_ROD/PIPE-DEPTH: 3.0 meters AC4957_SLEEVE-DEPTH : 0.9 meters AC4957 AC4957 HISTORY - Date Condition Report By AC4957 HISTORY - 1994 MONUMENTED MNDT AC4957 HISTORY - 19970407 GOOD MNDT AC4957 HISTORY - 20000401 GOOD MNDT AC4957 HISTORY - 20000401 GOOD MNDT AC4957 HISTORY - 20000927 GOOD MNDT AC4957 AC4957 STATION DESCRIPTION AC4957 AC4957'DESCRIBED BY MN DEPT OF TRANSP 1994 AC4957'DESCRIBED BY MINNESOTA DEPARTMENT OF TRANSPORTATION 1994. THE MARK IS AC4957'LOCATED ABOUT 1-1/2 MI NORTH OF THE TOWN OF MILACA IN THE SW 1/4 OF AC4957'SECTION 13, T38N, R27W. TO REACH THE MARK FROM THE JCT OF TH 23 AND AC4957'TH 169 IN MILICA, GO NORTH ON TH 169 FOR 1.35 MI (2.17 KM) TO CO RD 9, AC4957'CONTINUE GOING NORTH ON TH 169 FOR 0.5 MI (0.8 KM) TO TH 169 MP 193.45 AC4957'AND THE MARK ON THE LEFT. THE MARK IS 49.5 FT (15.1 M) WEST OF NB TH AC4957'169, 49.0 FT (14.9 M) EAST OF SB TH 169, 104.9 FT (32.0 M) SW OF THE AC4957'WEST LEG OF CO RD 36 SIGN POST, 24 FT (7.3 M) SOUTH OF A DITCH BLOCK, AC4957'AND 3.1 FT (0.9 M) NORTH OF A WIT POST. THE MARK IS A PUNCH MARK ON AC4957'THE TOP OF A DRIVEN 1/2 INCH DIAMETER BY 10 FT (3.0 M) LONG STAINLESS AC4957'STEEL ROD WITH A 3 FT (0.9 M) PLASTIC STABILIZER SLEEVE. ACCESS TO AC4957'THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP THAT IS FLUSH WITH THE AC4957'GROUND, STAMPED---LACA 1994---, SET ON TOP OF A 5 INCH DIAMETER BY 24 AC4957'INCH LONG PVC PLASTIC PIPE FILLED WITH SILICA SAND AND SET IN AC4957'CONCRETE. A METAL SPIKE WAS PLACED IN THE SILICA SAND MAKING THE MARK AC4957'MAGNETIC. DESCRIBED BY DAVID K. HERDER, TYPED BY J.E.M. AC4957 AC4957 STATION RECOVERY (1997) AC4957 AC4957'RECOVERY NOTE BY MN DEPT OF TRANSP 1997 (WAS) AC4957'THE MARK WAS RECOVERED AS DESCRIBED. AC4957 AC4957 STATION RECOVERY (2000) AC4957 AC4957'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) AC4957'THE MARK WAS RECOVERED AS DESCRIBED. AC4957 AC4957 STATION RECOVERY (2000) AC4957 AC4957'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (WAS) AC4957'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. AC4957 AC4957 STATION RECOVERY (2000) AC4957 AC4957'RECOVERY NOTE BY MN DEPT OF TRANSP 2000 (DKH) AC4957'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. RR SPIKE BY AC4957'STATION MAKES MARK MAGNETIC, SUITABLE FOR GPS, MAGNETIC, FLUSH.