1 National Geodetic Survey, Retrieval Date = AUGUST 4, 2003 PQ1279 *********************************************************************** PQ1279 CBN - This is a Cooperative Base Network Control Station. PQ1279 DESIGNATION - ULMPORT AZ MK PQ1279 PID - PQ1279 PQ1279 STATE/COUNTY- MN/BROWN PQ1279 USGS QUAD - NEW ULM (1992) PQ1279 PQ1279 *CURRENT SURVEY CONTROL PQ1279 ___________________________________________________________________ PQ1279* NAD 83(1996)- 44 18 51.81131(N) 094 29 49.83424(W) ADJUSTED PQ1279* NAVD 88 - 308.8 (meters) 1013. (feet) GPS OBS PQ1279 ___________________________________________________________________ PQ1279 X - -358,438.709 (meters) COMP PQ1279 Y - -4,557,267.159 (meters) COMP PQ1279 Z - 4,433,350.316 (meters) COMP PQ1279 LAPLACE CORR- -1.51 (seconds) DEFLEC99 PQ1279 ELLIP HEIGHT- 280.79 (meters) (01/15/97) GPS OBS PQ1279 GEOID HEIGHT- -28.00 (meters) GEOID99 PQ1279 PQ1279 HORZ ORDER - B PQ1279 ELLP ORDER - FOURTH CLASS I PQ1279 PQ1279.This mark is at New Ulm Airport (ULM) PQ1279 PQ1279.The horizontal coordinates were established by GPS observations PQ1279.and adjusted by the National Geodetic Survey in January 1997. PQ1279 PQ1279.The orthometric height was determined by GPS observations and a PQ1279.high-resolution geoid model. PQ1279 PQ1279.The X, Y, and Z were computed from the position and the ellipsoidal ht. PQ1279 PQ1279.The Laplace correction was computed from DEFLEC99 derived deflections. PQ1279 PQ1279.The ellipsoidal height was determined by GPS observations PQ1279.and is referenced to NAD 83. PQ1279 PQ1279.The geoid height was determined by GEOID99. PQ1279 PQ1279; North East Units Scale Converg. PQ1279;SPC MN S - 246,164.357 760,337.689 MT 0.99992735 -0 20 54.5 PQ1279;UTM 15 - 4,907,882.565 380,600.541 MT 0.99977533 -1 02 45.8 PQ1279 PQ1279: Primary Azimuth Mark Grid Az PQ1279:SPC MN S - ULMPORT 334 24 06.3 PQ1279:UTM 15 - ULMPORT 335 05 57.6 PQ1279 PQ1279|---------------------------------------------------------------------| PQ1279| PID Reference Object Distance Geod. Az | PQ1279| dddmmss.s | PQ1279| PQ1278 ULMPORT 479.299 METERS 3340311.8 | PQ1279|---------------------------------------------------------------------| PQ1279 PQ1279 SUPERSEDED SURVEY CONTROL PQ1279 PQ1279 NAD 83(1986)- 44 18 51.80581(N) 094 29 49.82775(W) AD( ) 2 PQ1279 NGVD 29 - 308.7 (m) 1013. (f) GPS OBS PQ1279 PQ1279.Superseded values are not recommended for survey control. PQ1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. PQ1279.See file dsdata.txt to determine how the superseded data were derived. PQ1279 PQ1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 15TUK8060107883(NAD 83) PQ1279_MARKER: I = METAL ROD PQ1279_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+) PQ1279_STAMPING: ULMPORT AZ MK 1989 PQ1279_MARK LOGO: NGS PQ1279_PROJECTION: FLUSH PQ1279_MAGNETIC: I = MARKER IS A STEEL ROD PQ1279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL PQ1279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR PQ1279+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002 PQ1279_ROD/PIPE-DEPTH: 9.1 meters PQ1279 PQ1279 HISTORY - Date Condition Report By PQ1279 HISTORY - 1989 MONUMENTED NGS PQ1279 HISTORY - 19900703 GOOD PQ1279 HISTORY - 19910416 GOOD LOCSUR PQ1279 HISTORY - 19941020 GOOD MNDT PQ1279 HISTORY - 19991118 GOOD MNDT PQ1279 HISTORY - 20020717 GOOD MNDT PQ1279 PQ1279 STATION DESCRIPTION PQ1279 PQ1279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 PQ1279'THE STATION IS LOCATED ABOUT 3.40 KM (2.11 MI) WEST OF NEW ULM, AT THE PQ1279'NEW ULM AIRPORT. OWNERSHIP--CITY OF NEW ULM. THE AIRPORT MANAGER IS PQ1279'WAYNE ANDERSEN RT. 1, BOX 137, NEW ULM, MN 56073. TELEPHONE PQ1279'507-354-8127. PQ1279'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 14 AND STATE PQ1279'HIGHWAYS 68 AND 15 NORTH AT NEW ULM, GO WESTERLY ALONG US HIGHWAY 14 PQ1279'AND STATE HIGHWAY 68 FOR 3.40 KM (2.11 MI) TO AN AIRPORT ENTRANCE PQ1279'ROAD ON THE LEFT AT A WATER TANK FOR THE CITY OF NEW ULM. TURN LEFT PQ1279'AND GO SOUTH AND WEST TO THE WEST SIDE OF THE OFFICE, THEN BEAR PQ1279'RIGHT, CROSSING AN APRON TO A CONNECTOR, THEN CONTINUE AHEAD ALONG PQ1279'THE CONNECTOR FOR 0.12 KM (0.07 MI) TO A JUNCTION WITH A TAXIWAY. PQ1279'TURN LEFT AND GO NORTHEASTERLY ALONG THE TAXIWAY, CROSSING A TURF PQ1279'RUNWAY, FOR 1.13 KM (0.70 MI) TO THE STATION ABOUT 0.6 M (2.0 FT) PQ1279'ABOVE THE LEVEL OF THE TAXIWAY. PQ1279'THE STATION MARK IS SET 37.8 M (124.0 FT) SOUTHEAST OF A CONNECTOR PQ1279'CENTERLINE, 25.6 M (84.0 FT) SOUTH OF A TAXIWAY REFLECTOR, 3.6 M PQ1279'(11.8 FT) SOUTHWEST OF THE EXTENDED TAXIWAY CENTERLINE AND 1.40 M PQ1279'(4.59 FT) NORTHWEST OF A CARSONITE WITNESS POST. PQ1279'DESCRIBED R.D.BALL. PQ1279'NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP. PQ1279 PQ1279 STATION RECOVERY (1990) PQ1279 PQ1279'RECOVERED 1990 PQ1279'RECOVERED IN GOOD CONDITION. PQ1279 PQ1279 STATION RECOVERY (1991) PQ1279 PQ1279'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1991 PQ1279'STATION MARK RECOVERED IN GOOD CONDITION. SEVERAL CHANGES TO THE PQ1279'ORIGINAL DESCRIPTION SHOULD BE NOTED. THE AIRPORT IS IN BROWN PQ1279'COUNTRY, NOT NICOLLET AS ORIGINALLY DESCRIBED. THE AIRPORT MANAGERS PQ1279'NAME IS WAYNE ANDERSON. THE WATER TANK AT THE ENTRANCE ROAD TO THE PQ1279'AIRPORT IS AN ELEVATED TANK. THE REFERENCE TO THE WEST SIDE OF THE PQ1279'OFFICE SHOULD BE CHANGED TO THE WEST SIDE OF THE TERMINAL PQ1279'BUILDING. THE CARDINAL DIRECTION OF THE LEFT TURN ALONG THE TAXIWAY PQ1279'IS IN ERROR, THE CORRECT DIRECTION IS SOUTHEASTERLY. PQ1279 PQ1279 STATION RECOVERY (1994) PQ1279 PQ1279'RECOVERY NOTE BY MN DEPT OF TRANSP 1994 (DKH) PQ1279'THE MARK WAS RECOVERED IN GOOD CONDITION. A RR SPIKE WAS SET NEXT TO PQ1279'THE MARK TO MAKE IT MAGNETIC. A NEW DESCRIPTION FOLLOWS. THE MARK IS PQ1279'LOCATED ABOUT 2 MI (3.2 KM) WEST OF THE TOWN OF NEW ULM AT THE AIRPORT PQ1279'IN THE SE 1/4 OF SECTION 24, T110N, R31W. TO REACH THE MARK FROM THE PQ1279'JCT OF TH 14 AND TH 15 IN NEW ULM, GO NORTH AND WEST FOR 2.1 MI (3.4 PQ1279'KM) ON TH 14, THEN GO SOUTH FOR 0.2 MI (0.3 KM) ON THE RD TO THE PQ1279'AIRPORT OFFICE, THEN GO SW FOR 0.1 MI (0.2 KM) TO THE TAXIWAY, THEN GO PQ1279'SE FOR 0.5 MI (0.8 KM) ON THE TAXIWAY TO THE END OF THE TAXIWAY AND PQ1279'THE MARK. THE MARK, A PUNCH MARK ON THE TOP OF A DRIVEN STAINLESS PQ1279'STEEL ROD, IS 124 FT (37.8 M) SE OF A CONNECTOR, 84 FT (25.6 M) SOUTH PQ1279'OF A TAXIWAY REFLECTOR AT THE NE COR OF THE TAXIWAY, 11.8 FT (3.6 M) PQ1279'SW OF THE CENTER OF THE TAXIWAY EXTENDED, 89.3 FT (27.2 M) SSE OF THE PQ1279'NE COR OF THE TAXIWAY, AND 4.6 FT (1.4 M) NW OF A WIT POST. RECOVERED PQ1279'AND DESCRIBED BY DAVID K. HERDER, TYPED BY G.W.O. PQ1279 PQ1279 STATION RECOVERY (1999) PQ1279 PQ1279'RECOVERY NOTE BY MN DEPT OF TRANSP 1999 (MPP) PQ1279'RECOVERED AS DESCRIBED. PQ1279 PQ1279 STATION RECOVERY (2002) PQ1279 PQ1279'RECOVERY NOTE BY MN DEPT OF TRANSP 2002 (DKH) PQ1279'THE MARK WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE STA IS A PQ1279'PUNCH MARK ON A 30 FT (9.1 M) DRIVEN STAINLESS STEEL ROD IN SLEEVE PQ1279'WITH LOGO CAP.