1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 QK0211 *********************************************************************** QK0211 DESIGNATION - IR 12 A QK0211 PID - QK0211 QK0211 STATE/COUNTY- MI/CHEBOYGAN QK0211 USGS QUAD - WOLVERINE (1986) QK0211 QK0211 *CURRENT SURVEY CONTROL QK0211 ___________________________________________________________________ QK0211* NAD 83(1986)- 45 30 27. (N) 084 33 50. (W) SCALED QK0211* NAVD 88 - 181.823 (meters) 596.53 (feet) ADJUSTED QK0211 ___________________________________________________________________ QK0211 GEOID HEIGHT- -35.53 (meters) GEOID99 QK0211 DYNAMIC HT - 181.820 (meters) 596.52 (feet) COMP QK0211 MODELED GRAV- 980,598.2 (mgal) NAVD 88 QK0211 QK0211 VERT ORDER - FIRST CLASS I QK0211 QK0211.The horizontal coordinates were scaled from a topographic map and have QK0211.an estimated accuracy of +/- 6 seconds. QK0211 QK0211.The orthometric height was determined by differential leveling QK0211.and adjusted by the National Geodetic Survey in June 1991. QK0211 QK0211.The geoid height was determined by GEOID99. QK0211 QK0211.The dynamic height is computed by dividing the NAVD 88 QK0211.geopotential number by the normal gravity value computed on the QK0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QK0211.degrees latitude (g = 980.6199 gals.). QK0211 QK0211.The modeled gravity was interpolated from observed gravity values. QK0211 QK0211; North East Units Estimated Accuracy QK0211;SPC MI C - 243,470. 5,984,590. MT (+/- 180 meters Scaled) QK0211 QK0211 SUPERSEDED SURVEY CONTROL QK0211 QK0211.No superseded survey control is available for this station. QK0211 QK0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR902422(NAD 83) QK0211_MARKER: DD = SURVEY DISK QK0211_SETTING: 30 = CULVERT QK0211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY QK0211 QK0211 HISTORY - Date Condition Report By QK0211 HISTORY - 1973 MONUMENTED USLS QK0211 HISTORY - 1973 GOOD USLS QK0211 HISTORY - 20010331 GOOD NGS QK0211 QK0211 STATION DESCRIPTION QK0211 QK0211'DESCRIBED BY US LAKE SURVEY 1973 QK0211'2.2 MI NE FROM TOPINABEE. QK0211'IR 12 A IS ON WEST SIDE OF MULLETT LAKE, CHEBOYGAN COUNTY, MICHIGAN, QK0211'2.2 MILES NORTHEASTERLY ALONG HWY. M-27 FROM MULLETT TOWNSHIP QK0211'FIRE HALL IN TOPINABEE, ON SOUTHWEST ABUTMENT OF BRIDGE OVER QK0211'MULLETT CREEK, 22 FEET WEST OF CENTERLINE OF HWY. M-27, 1.0 QK0211'FEET SOUTHEAST OF NORTHWEST FACE AND 0.9 FEET SOUTHWEST OF QK0211'NORTHEAST FACE OF ABUTMENT, BEING HIGHEST POINT OVER CROSS AT QK0211'CENTER OF BRONZE DISC SET INTO THE TOP OF THE CULVERT. QK0211'NOTE-- PREV. DESIG. IR 12 A 1973. QK0211 QK0211 STATION RECOVERY (2001) QK0211 QK0211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) QK0211'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 QK0204 *********************************************************************** QK0204 DESIGNATION - IR 9 QK0204 PID - QK0204 QK0204 STATE/COUNTY- MI/CHEBOYGAN QK0204 USGS QUAD - WOLVERINE (1986) QK0204 QK0204 *CURRENT SURVEY CONTROL QK0204 ___________________________________________________________________ QK0204* NAD 83(1986)- 45 34 06. (N) 084 30 33. (W) SCALED QK0204* NAVD 88 - 181.972 (meters) 597.02 (feet) ADJUSTED QK0204 ___________________________________________________________________ QK0204 GEOID HEIGHT- -35.73 (meters) GEOID99 QK0204 DYNAMIC HT - 181.969 (meters) 597.01 (feet) COMP QK0204 MODELED GRAV- 980,597.5 (mgal) NAVD 88 QK0204 QK0204 VERT ORDER - FIRST CLASS I QK0204 QK0204.The horizontal coordinates were scaled from a topographic map and have QK0204.an estimated accuracy of +/- 6 seconds. QK0204 QK0204.The orthometric height was determined by differential leveling QK0204.and adjusted by the National Geodetic Survey in June 1991. QK0204 QK0204.The geoid height was determined by GEOID99. QK0204 QK0204.The dynamic height is computed by dividing the NAVD 88 QK0204.geopotential number by the normal gravity value computed on the QK0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45 QK0204.degrees latitude (g = 980.6199 gals.). QK0204 QK0204.The modeled gravity was interpolated from observed gravity values. QK0204 QK0204; North East Units Estimated Accuracy QK0204;SPC MI C - 250,220. 5,988,880. MT (+/- 180 meters Scaled) QK0204 QK0204 SUPERSEDED SURVEY CONTROL QK0204 QK0204.No superseded survey control is available for this station. QK0204 QK0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR943491(NAD 83) QK0204_MARKER: Z = SEE DESCRIPTION QK0204_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED QK0204+WITH SETTING: INTO GROUND QK0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO QK0204+STABILITY: SURFACE MOTION QK0204 QK0204 HISTORY - Date Condition Report By QK0204 HISTORY - 1960 MONUMENTED USLS QK0204 HISTORY - 1973 GOOD USLS QK0204 HISTORY - 20010331 MARK NOT FOUND NGS QK0204 QK0204 STATION DESCRIPTION QK0204 QK0204'DESCRIBED BY US LAKE SURVEY 1973 QK0204'5.3 MI S FROM CHEBOYGAN. QK0204'IR 9 IS AT NORTH END OF MULLETT LAKE, CHEBOYGAN COUNTY, MICHIGAN, QK0204'5.3 MILES SOUTHERLY ALONG M-27 (MAIN ST.) FROM POST OFFICE IN QK0204'CHEBOYGAN, THEN 0.82 MILE SOUTH ALONG MULLETT LAKE RD. TO QK0204'PROPERTY OF HOBARTS MARINE SALES AND SERVICE, 201 FEET EAST QK0204'CENTER LINE OF MULLETT LAKE RD., 79.5 FEET EAST OF SOUTHEAST QK0204'CORNER OF BROWN FRAME DWELLING, 75 FEET SOUTH OF CENTER LINE OF QK0204'DRIVEWAY, 3.1 FEET NORTH OF NORTHWEST CORNER OF MAIN BUILDING, QK0204'1/2-FOOT BELOW GROUND SURFACE, BEING HIGHEST POINT ON TOP OF A QK0204'5/8-INCH COPPER COATED STEEL ROD, 52 FEET LONG. NOTE-- PREV. QK0204'DESIG. IR 9 1960. QK0204 QK0204 STATION RECOVERY (2001) QK0204 QK0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) QK0204'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS. 1 National Geodetic Survey, Retrieval Date = JUNE 2, 2003 QK0635 *********************************************************************** QK0635 DESIGNATION - TOPINABEE QK0635 PID - QK0635 QK0635 STATE/COUNTY- MI/CHEBOYGAN QK0635 USGS QUAD - INDIAN RIVER (1986) QK0635 QK0635 *CURRENT SURVEY CONTROL QK0635 ___________________________________________________________________ QK0635* NAD 83(1994)- 45 28 32.53411(N) 084 35 46.07082(W) ADJUSTED QK0635* NAVD 88 - 182. (meters) 597. (feet) SCALED QK0635 ___________________________________________________________________ QK0635 LAPLACE CORR- -6.30 (seconds) DEFLEC99 QK0635 GEOID HEIGHT- -35.42 (meters) GEOID99 QK0635 QK0635 HORZ ORDER - THIRD QK0635 QK0635.The horizontal coordinates were established by classical geodetic methods QK0635.and adjusted by the National Geodetic Survey in February 1997. QK0635 QK0635.The orthometric height was scaled from a topographic map. QK0635 QK0635.The Laplace correction was computed from DEFLEC99 derived deflections. QK0635 QK0635.The geoid height was determined by GEOID99. QK0635 QK0635; North East Units Scale Converg. QK0635;SPC MI C - 239,941.501 5,982,058.633 MT 0.99995586 -0 09 43.5 QK0635;UTM 16 - 5,038,608.164 687,886.527 MT 1.00003404 +1 42 51.6 QK0635 QK0635: Primary Azimuth Mark Grid Az QK0635:SPC MI C - TOPINABEE AZ MK 167 06 41.7 QK0635:UTM 16 - TOPINABEE AZ MK 165 14 06.6 QK0635 QK0635|---------------------------------------------------------------------| QK0635| PID Reference Object Distance Geod. Az | QK0635| dddmmss.s | QK0635| CH2070 TOPINABEE AZ MK 1665658.2 | QK0635| CH2071 TOPINABEE RM 1 27.882 METERS 23718 | QK0635| CH2072 TOPINABEE RM 2 25.415 METERS 30655 | QK0635|---------------------------------------------------------------------| QK0635 QK0635 SUPERSEDED SURVEY CONTROL QK0635 QK0635 NAD 83(1986)- 45 28 32.52675(N) 084 35 46.07238(W) AD( ) 3 QK0635 NAD 27 - 45 28 32.49200(N) 084 35 45.93400(W) AD( ) 3 QK0635 QK0635.Superseded values are not recommended for survey control. QK0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums. QK0635.See file dsdata.txt to determine how the superseded data were derived. QK0635 QK0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16TFR8788738608(NAD 83) QK0635_MARKER: Z = SEE DESCRIPTION QK0635_SETTING: 0 = UNSPECIFIED SETTING QK0635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR QK0635+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2001 QK0635 QK0635 HISTORY - Date Condition Report By QK0635 HISTORY - 1913 MONUMENTED USLS QK0635 HISTORY - 1956 SEE DESCRIPTION USLS QK0635 HISTORY - 20010331 GOOD NGS QK0635 QK0635 STATION DESCRIPTION QK0635 QK0635'DESCRIBED BY US LAKE SURVEY 1956 (WNM) QK0635'THE STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION. QK0635'A DIFFERENCE OF 0.03 OF A FOOT QK0635'SHORTER TO REFERENCE MARK 1 WAS FOUND. A DIFFERENCE OF 0.02 QK0635'OF A FOOT TO REFERENCE MARK 2 WAS QK0635'FOUND. AN AZIMUTH MARK WAS ESTABLISHED AT THIS TIME. QK0635' QK0635'A COMPLETE DESCRIPTION FOLLOWS- QK0635' QK0635'THE STATION IS LOCATED ABOUT 4-1/2 MILES NORTH OF INDIAN RIVER, ABOUT QK0635'3/4 MILE SOUTH OF QK0635'TOPINABEE, ON THE SOUTHWEST EDGE OF MULLETT LAKE, ON THE PROPERTY OF QK0635'MR. M.A. HARRYMAN. IT IS 88 QK0635'FEET EAST OF THE CENTERLINE OF A DRIVEWAY, 64 FEET NORTH OF QK0635'THE NORTHEAST CORNER OF A FRAME HOUSE AND QK0635'24 FEET WEST OF THE WATER LINE OF THE LAKE. QK0635'THE MARK IS A STANDARD U.S.L.S. STATION MARK DISK STAMPED QK0635'TOPINABEE 1913 S SET IN THE QK0635'TOP OF A 7 INCH DIAMETER CONCRETE POST THAT IS 5 INCHES UNDERGROUND. QK0635' QK0635'TO REACH THE STATION FROM THE RAILROAD DEPOT IN TOPINABEE, GO SOUTH QK0635'ON U.S. HIGHWAY 27 FOR 0.7 MILE QK0635'TO A CROSSROAD* (PAVED ROAD WEST). TURN LEFT AND GO EAST ON QK0635'GRAVEL ROAD FOR 0.05 MILE ACROSS QK0635'THE RAILROAD TRACKS TO A T ROAD. TURN LEFT AND GO QK0635'NORTH ON DRIVEWAY FOR 0.05 MILE TO THE MARK ON THE QK0635'RIGHT. QK0635' QK0635'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE SOUTH ON U.S. QK0635'HIGHWAY 27 FOR 1.85 MILES TO QK0635'A SIDE ROAD LEFT. TURN LEFT AND GO EAST ON GRAVEL ROAD FOR 1.0 MILE QK0635'TO THE ROAILROAD TRACKS AND A QK0635'FORK JUST AFTER CROSSING THE TRACKS. TAKE LEFT FORK AND QK0635'GO NORTH ON GRAVEL ROAD FOR 0.8 MILE TO MR. V.F. QK0635'WILLETTS HOUSE ON THE RIGHT AND THE QK0635'MARK ON THE RIGHT. QK0635' QK0635'REFERENCE MARK 1 IS 15 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, QK0635'23 FEET WEST OF THE NORTHWEST QK0635'CORNER OF A FRAME GARAGE AND 26 FEET NORTHEAST OF A TELEPHONE POLE. QK0635'THE MARK IS A STANDARD U.S.L.S. QK0635'REFERENCE MARK DISK STAMPED TOPINABEE NO 1 1913 QK0635'1940 S SET IN THE TOP OF A 7 INCH DIAMETER QK0635'CONCRETE POST THAT PROJECTS 2 INCHES. QK0635' QK0635'REFERENCE MARK 2 IS 17 FEET EAST OF THE CENTERLINE OF THE DRIVEWAY, 6 QK0635'FEET NORTH OF A POWER LINE QK0635'POLE AND 17 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FRAME GARAGE. QK0635'THE MARK IS A STANDARD U.S.L.S. QK0635'REFERENCE MARK DISK STAMPED TOPINABEE NO 2 1913 QK0635'1940 S SET IN THE TOP OF A 7 INCH DIAMETER QK0635'CONCRETE POST THAT PROJECTS 3 INCHES. QK0635' QK0635'THE AZIMUTH MARK IS 147 FEET NORTHEAST OF THE CENTERLINE OF A GRAVEL QK0635'ROAD, 22 FEET NORTH OF THE QK0635'NORTH CORNER OF A FRAME HOUSE (MR. V.F. WILLETTS HOUSE) AND 25 QK0635'FEET SOUTHWEST OF THE WATER LINE OF QK0635'MULLETT LAKE. THE MARK IS FLUSH AND THE DISK IS QK0635'STAMPED TOPINABEE USLS 1956. QK0635' QK0635'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. QK0635 QK0635 STATION RECOVERY (2001) QK0635 QK0635'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB) QK0635'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.