1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AC5007 *********************************************************************** AC5007 FBN - This is a Federal Base Network Control Station. AC5007 DESIGNATION - BEBAY AC5007 PID - AC5007 AC5007 STATE/COUNTY- MN/LAKE AC5007 USGS QUAD - SILVER BAY (1985) AC5007 AC5007 *CURRENT SURVEY CONTROL AC5007 ___________________________________________________________________ AC5007* NAD 83(1996)- 47 15 58.06212(N) 091 18 34.51518(W) ADJUSTED AC5007* NAVD 88 - 282.47 (meters) 926.7 (feet) LEVELING AC5007 ___________________________________________________________________ AC5007 X - -99,101.643 (meters) COMP AC5007 Y - -4,335,042.033 (meters) COMP AC5007 Z - 4,662,078.351 (meters) COMP AC5007 LAPLACE CORR- -13.51 (seconds) DEFLEC99 AC5007 ELLIP HEIGHT- 253.24 (meters) (01/15/97) GPS OBS AC5007 GEOID HEIGHT- -29.19 (meters) GEOID99 AC5007 AC5007 HORZ ORDER - B AC5007 VERT ORDER - THIRD ? AC5007 ELLP ORDER - FOURTH CLASS I AC5007 AC5007.The horizontal coordinates were established by GPS observations AC5007.and adjusted by the National Geodetic Survey in January 1997. AC5007 AC5007.The orthometric height was determined by differential leveling. AC5007.The vertical network tie was performed by a horz. field party for horz. AC5007.obs reductions. Reset procedures were used to establish the elevation. AC5007 AC5007.Photographs are available for this station. AC5007 AC5007.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5007 AC5007.The Laplace correction was computed from DEFLEC99 derived deflections. AC5007 AC5007.The ellipsoidal height was determined by GPS observations AC5007.and is referenced to NAD 83. AC5007 AC5007.The geoid height was determined by GEOID99. AC5007 AC5007; North East Units Scale Converg. AC5007;SPC MN N - 186,742.404 935,475.345 MT 0.99995184 +1 19 37.5 AC5007;UTM 15 - 5,236,124.420 627,873.618 MT 0.99980096 +1 14 30.5 AC5007 AC5007 SUPERSEDED SURVEY CONTROL AC5007 AC5007.No superseded survey control is available for this station. AC5007 AC5007_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN2787436124(NAD 83) AC5007_MARKER: I = METAL ROD AC5007_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AC5007_STAMPING: BEBAY 1995 AC5007_MARK LOGO: MNDT AC5007_PROJECTION: FLUSH AC5007_MAGNETIC: N = NO MAGNETIC MATERIAL AC5007_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AC5007+STABILITY: POSITION/ELEVATION WELL AC5007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5007+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003 AC5007_ROD/PIPE-DEPTH: 2.4 meters AC5007_SLEEVE-DEPTH : 0.9 meters AC5007 AC5007 HISTORY - Date Condition Report By AC5007 HISTORY - 1995 MONUMENTED MNDT AC5007 HISTORY - 200111 GOOD MNDT AC5007 HISTORY - 20030620 GOOD SKW AC5007 AC5007 STATION DESCRIPTION AC5007 AC5007'DESCRIBED BY MN DEPT OF TRANSP 1995 (DKH) AC5007'DESCRIBED BY MINNESOTA DEPARTMENT OF TRANSPORTATION 1995. THE MARK IS AC5007'LOCATED ABOUT 3/4 MI NW OF THE TOWN OF BEAVER BAY IN THE NE 1/4 OF AC5007'SECTION 11, T55N, R8W. TO REACH THE MARK FROM THE JCT OF TH 61 AND CO AC5007'RD 4 IN BEAVER BAY, GO NW ALONG CO RD 4 FOR 0.7 MI (1.1 KM) TO THE AC5007'MARK ON THE RIGHT. THE MARK IS A PUNCH MARK ON THE TOP OF A DRIVEN AC5007'1/2 INCH DIAMETER BY 8 FT (2.4 M) LONG STAINLESS STEEL ROD WITH A 3 FT AC5007'(0.9 M) PLASTIC STABILIZER SLEEVE. ACCESS TO THE DATUM POINT IS AC5007'THROUGH A 5 INCH LOGO CAP THAT IS FLUSH WITH THE GROUND AND AC5007'STAMPED---BEBAY 1995---, SET ON THE TOP OF A 5 INCH DIAMETER BY 24 AC5007'INCH LONG PVC PLASTIC PIPE FILLED WITH SILICA SAND AND SET IN AC5007'CONCRETE. A METAL SPIKE PLACED IN THE SILICA SAND MAKES THE MARK AC5007'MAGNETIC. THE MARK IS 70 FT (21.3 M) ENE OF CO RD 4, 40 FT (12.2 M) AC5007'NNW OF AN ENT, 39 FT (11.9 M) EAST OF A P-POLE, AND 3.8 FT (1.2 M) AC5007'SOUTH OF A WIT POST. DESCRIBED BY DAVID K. HERDER, TYPED BY G.W.O. AC5007 AC5007 STATION RECOVERY (2001) AC5007 AC5007'RECOVERY NOTE BY MN DEPT OF TRANSP 2001 (DKH) AC5007'RECOVERED AS DESCRIBED. AC5007' AC5007 AC5007 STATION RECOVERY (2003) AC5007 AC5007'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2003 (CMC) AC5007'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AC5009 *********************************************************************** AC5009 CBN - This is a Cooperative Base Network Control Station. AC5009 DESIGNATION - BENNA AC5009 PID - AC5009 AC5009 STATE/COUNTY- MN/LAKE AC5009 USGS QUAD - KNIFE RIVER (1992) AC5009 AC5009 *CURRENT SURVEY CONTROL AC5009 ___________________________________________________________________ AC5009* NAD 83(1996)- 46 58 21.70170(N) 091 45 29.08022(W) ADJUSTED AC5009* NAVD 88 - 208.2 (meters) 683. (feet) GPS OBS AC5009 ___________________________________________________________________ AC5009 X - -133,763.236 (meters) COMP AC5009 Y - -4,357,977.371 (meters) COMP AC5009 Z - 4,639,825.266 (meters) COMP AC5009 LAPLACE CORR- -9.00 (seconds) DEFLEC99 AC5009 ELLIP HEIGHT- 179.51 (meters) (01/15/97) GPS OBS AC5009 GEOID HEIGHT- -28.66 (meters) GEOID99 AC5009 AC5009 HORZ ORDER - B AC5009 ELLP ORDER - FOURTH CLASS I AC5009 AC5009.The horizontal coordinates were established by GPS observations AC5009.and adjusted by the National Geodetic Survey in January 1997. AC5009 AC5009.The orthometric height was determined by GPS observations and a AC5009.high-resolution geoid model. AC5009 AC5009.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5009 AC5009.The Laplace correction was computed from DEFLEC99 derived deflections. AC5009 AC5009.The ellipsoidal height was determined by GPS observations AC5009.and is referenced to NAD 83. AC5009 AC5009.The geoid height was determined by GEOID99. AC5009 AC5009; North East Units Scale Converg. AC5009;SPC MN N - 153,438.408 902,109.637 MT 1.00001521 +0 59 40.8 AC5009;UTM 15 - 5,202,878.286 594,465.440 MT 0.99970968 +0 54 28.6 AC5009 AC5009 SUPERSEDED SURVEY CONTROL AC5009 AC5009.No superseded survey control is available for this station. AC5009 AC5009_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TWN9446502878(NAD 83) AC5009_MARKER: I = METAL ROD AC5009_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AC5009_STAMPING: BENNA 1995 AC5009_MARK LOGO: MNDT AC5009_PROJECTION: FLUSH AC5009_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AC5009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AC5009+STABILITY: POSITION/ELEVATION WELL AC5009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5009+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003 AC5009_ROD/PIPE-DEPTH: 2.4 meters AC5009_SLEEVE-DEPTH : 0.9 meters AC5009 AC5009 HISTORY - Date Condition Report By AC5009 HISTORY - 1995 MONUMENTED MNDT AC5009 HISTORY - 20030620 GOOD SKW AC5009 AC5009 STATION DESCRIPTION AC5009 AC5009'DESCRIBED BY MN DEPT OF TRANSP 1995 (DKH) AC5009'DESCRIBED BY MINNESOTA DEPARTMENT OF TRANSPORTATION 1995. THE MARK IS AC5009'LOCATED ABOUT 5 MI (8.0 KM) SW OF THE TOWN OF TWO HARBORS IN THE SE AC5009'1/4 OF SECTION 20, T52N, R11W. TO REACH THE MARK FROM THE JCT OF TH AC5009'61 AND CO RD 11 ON THE WEST EDGE OF TWO HARBORS, GO SW ALONG TH 61 FOR AC5009'4.85 MI (7.81 KM) TO TH 61 MP 20.30 AND THE MARK ON THE LEFT. THE MARK AC5009'IS A PUNCH MARK ON THE TOP OF A DRIVEN 1/2 INCH DIAMETER BY 8 FT (2.4 AC5009'M) LONG STAINLESS STEEL ROD WITH A 3 FT (0.9 M) PLASTIC STABILIZER AC5009'SLEEVE. ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP THAT AC5009'IS FLUSH WITH THE GROUND AND STAMPED---BENNA 1995---, SET ON THE TOP AC5009'OF A 5 INCH DIAMETER BY 24 INCH LONG PVC PLASTIC PIPE FILLED WITH AC5009'SILICA SAND AND SET IN CONCRETE. A METAL SPIKE PLACED IN THE SILICA AC5009'SAND MAKES THE MARK MAGNETIC. THE MARK IS 52.5 FT (16.0 M) SE OF SB AC5009'TH 61, 77.7 FT (23.7 M) NW OF NB TH 61, 56 FT (17.1 M) SW OF THE AC5009'CROSSOVER, AND 3.3 FT (1.0 M) NE OF A WIT POST. DESCRIBED BY DAVID K. AC5009'HERDER, TYPED BY G.W.O. AC5009 AC5009 STATION RECOVERY (2003) AC5009 AC5009'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2003 (CMC) AC5009'RECOVERED IN GOOD CONDITION. 1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 AC5019 *********************************************************************** AC5019 CBN - This is a Cooperative Base Network Control Station. AC5019 DESIGNATION - HOUSEY AC5019 PID - AC5019 AC5019 STATE/COUNTY- MN/LAKE AC5019 USGS QUAD - HIGHLAND (1981) AC5019 AC5019 *CURRENT SURVEY CONTROL AC5019 ___________________________________________________________________ AC5019* NAD 83(1996)- 47 12 47.85973(N) 091 39 54.05652(W) ADJUSTED AC5019* NAVD 88 - 468.5 (meters) 1537. (feet) GPS OBS AC5019 ___________________________________________________________________ AC5019 X - -126,120.527 (meters) COMP AC5019 Y - -4,338,781.701 (meters) COMP AC5019 Z - 4,658,227.418 (meters) COMP AC5019 LAPLACE CORR- -3.75 (seconds) DEFLEC99 AC5019 ELLIP HEIGHT- 440.15 (meters) (01/15/97) GPS OBS AC5019 GEOID HEIGHT- -28.27 (meters) GEOID99 AC5019 AC5019 HORZ ORDER - B AC5019 ELLP ORDER - FOURTH CLASS I AC5019 AC5019.The horizontal coordinates were established by GPS observations AC5019.and adjusted by the National Geodetic Survey in January 1997. AC5019 AC5019.The orthometric height was determined by GPS observations and a AC5019.high-resolution geoid model. AC5019 AC5019.The X, Y, and Z were computed from the position and the ellipsoidal ht. AC5019 AC5019.The Laplace correction was computed from DEFLEC99 derived deflections. AC5019 AC5019.The ellipsoidal height was determined by GPS observations AC5019.and is referenced to NAD 83. AC5019 AC5019.The geoid height was determined by GEOID99. AC5019 AC5019; North East Units Scale Converg. AC5019;SPC MN N - 180,308.721 908,693.625 MT 0.99996135 +1 03 49.1 AC5019;UTM 15 - 5,229,731.532 601,087.646 MT 0.99972559 +0 58 47.3 AC5019 AC5019 SUPERSEDED SURVEY CONTROL AC5019 AC5019.No superseded survey control is available for this station. AC5019 AC5019_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TXN0108829732(NAD 83) AC5019_MARKER: I = METAL ROD AC5019_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+) AC5019_STAMPING: HOUSEY 1995 AC5019_MARK LOGO: MNDT AC5019_PROJECTION: FLUSH AC5019_MAGNETIC: T = STEEL SPIKE ADJACENT TO MONUMENT AC5019_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD AC5019+STABILITY: POSITION/ELEVATION WELL AC5019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR AC5019+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2003 AC5019_ROD/PIPE-DEPTH: 4.9 meters AC5019_SLEEVE-DEPTH : 0.9 meters AC5019 AC5019 HISTORY - Date Condition Report By AC5019 HISTORY - 1995 MONUMENTED MNDT AC5019 HISTORY - 20030620 GOOD SKW AC5019 AC5019 STATION DESCRIPTION AC5019 AC5019'DESCRIBED BY MN DEPT OF TRANSP 1995 (DKH) AC5019'DESCRIBED BY MINNESOTA DEPARTMENT OF TRANSPORTATION 1995. THE MARK IS AC5019'LOCATED ABOUT 13 MI (20.9 KM) NORTH OF THE TOWN OF TWO HARBORS IN THE AC5019'NE 1/4 OF SECTION 36, T55N, R11W. TO REACH THE MARK FROM THE JCT OF AC5019'TH 61 AND CO RD 2 IN TWO HARBORS, GO NORTH ALONG CO RD 2 FOR 12.9 MI AC5019'(20.8 KM) TO THE MARK ON THE LEFT. THE MARK IS A PUNCH MARK ON THE AC5019'TOP OF A DRIVEN 1/2 INCH DIAMETER BY 16 FT (4.9 M) LONG STAINLESS AC5019'STEEL ROD WITH A 3 FT (0.9 M) PLASTIC STABILIZER SLEEVE. ACCESS TO AC5019'THE DATUM POINT IS THROUGH A 5 INCH LOGO CAP THAT IS FLUSH WITH THE AC5019'GROUND AND STAMPED---HOUSEY 1995---, SET ON THE TOP OF A 5 INCH AC5019'DIAMETER BY 24 INCH LONG PVC PLASTIC PIPE FILLED WITH SILICA SAND AND AC5019'SET IN CONCRETE. A METAL SPIKE PLACED IN THE SILICA SAND MAKES THE AC5019'MARK MAGNETIC. THE MARK IS 95 FT (29.0 M) WEST OF CO RD 2, 71 FT AC5019'(21.6 M) SOUTH OF CO RD 14, 99.6 FT (30.4 M) EAST OF A P-POLE, 33 FT AC5019'(10.1 M) SSW OF THE SOUTH END OF A 24 INCH CONC CULVERT, AND 2.8 FT AC5019'(0.9 M) EAST OF A WIT POST. DESCRIBED BY DAVID K. HERDER, TYPED BY AC5019'G.W.O. AC5019 AC5019 STATION RECOVERY (2003) AC5019 AC5019'RECOVERY NOTE BY SHAFER, KLINE AND WARREN INC 2003 (CMC) AC5019'RECOVERED IN GOOD CONDITION.