RL0605 ***********************************************************************
RL0605  DESIGNATION -  X 151
RL0605  PID         -  RL0605
RL0605  STATE/COUNTY-  MI/ONTONAGON
RL0605  USGS QUAD   -
RL0605
RL0605                         *CURRENT SURVEY CONTROL
RL0605  ___________________________________________________________________
RL0605* NAD 83(1986)-  46 45 53.     (N)    088 57 27.     (W)     SCALED
RL0605* NAVD 88     -       356.840  (meters)    1170.73   (feet)  ADJUSTED
RL0605  ___________________________________________________________________
RL0605  GEOID HEIGHT-         -32.54  (meters)                     GEOID99
RL0605  DYNAMIC HT  -         356.862 (meters)    1170.80  (feet)  COMP
RL0605  MODELED GRAV-     980,664.9   (mgal)                       NAVD 88
RL0605
RL0605  VERT ORDER  -  SECOND    CLASS 0
RL0605
RL0605.The horizontal coordinates were scaled from a topographic map and have
RL0605.an estimated accuracy of +/- 6 seconds.
RL0605
RL0605.The orthometric height was determined by differential leveling
RL0605.and adjusted by the National Geodetic Survey in June 1991.
RL0605
RL0605.The geoid height was determined by GEOID99.
RL0605
RL0605.The dynamic height is computed by dividing the NAVD 88
RL0605.geopotential number by the normal gravity value computed on the
RL0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
RL0605.degrees latitude (g = 980.6199 gals.).
RL0605
RL0605.The modeled gravity was interpolated from observed gravity values.
RL0605
RL0605;                    North         East    Units  Estimated Accuracy
RL0605;SPC MI N     -   222,070.    7,850,490.      MT  (+/- 180 meters Scaled)
RL0605
RL0605                          SUPERSEDED SURVEY CONTROL
RL0605
RL0605  NGVD 29     -       356.828  (m)         1170.69   (f) ADJ UNCH    2 0
RL0605
RL0605.Superseded values are not recommended for survey control.
RL0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
RL0605.See file dsdata.txt to determine how the superseded data were derived.
RL0605
RL0605_MARKER: DB = BENCH MARK DISK
RL0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
RL0605_STAMPING: X 151 1948
RL0605_MAGNETIC: N = NO MAGNETIC MATERIAL
RL0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
RL0605+STABILITY: SURFACE MOTION
RL0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
RL0605+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1994
RL0605
RL0605  HISTORY     - Date     Condition        Recov. By
RL0605  HISTORY     - 1948     MONUMENTED       CGS
RL0605  HISTORY     - 19940915 POOR             MIDT
RL0605
RL0605                          STATION DESCRIPTION
RL0605
RL0605''DESCRIBED BY COAST AND GEODETIC SURVEY 1948
RL0605''4.8 MI E FROM LAKE MINE.
RL0605''4.8 MILES EAST ALONG STATE HIGHWAY 35 FROM THE CROSSING OF THE
RL0605''COPPER RANGE RAILROAD AT LAKE MINE, AT THE SIMAR AIRPORT, 154
RL0605''FEET SOUTH OF THE CENTER OF A CONCRETE CROSS AT CENTER OF FIELD,
RL0605''4 1/2 FEET SOUTH OF AN IRON PIPE WIND SOCK POLE, 53 FEET NORTH
RL0605''OF A SNOW FENCE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
RL0605''POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
RL0605
RL0605                          STATION RECOVERY (1994)
RL0605
RL0605''RECOVERY NOTE BY MICHIGAN DEPARTMENT OF TRANSPORTATION 1994 (BRT)
RL0605''LOCATED IN SECTION 35, T-51-N, R-37-W, ABOUT 22.5 KM (14.00 MI)
RL0605''SOUTHEAST OF ONTONAGON, 12.9 KM (8.00 MI) NORTHEAST OF ROCKLAND AT THE
RL0605''SIMAR AIRPORT.  TO REACH FROM THE JUNCTION OF STATE HIGHWAYS M-26 AND
RL0605''M-38, FOLLOW M-38 EAST TO A DIRT ROAD LEFT.  TURN LEFT AND FOLLOW DIRT
RL0605''ROAD NORTH FOR 58.7 M (192.6 FT) TO STATION ON RIGHT.  STATION IS 58.7
RL0605''M (192.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 12.7 M (41.7 FT)
RL0605''EAST OF THE CENTERLINE OF THE DIRT ROAD, 0.5 M (1.6 FT) EAST OF THE
RL0605''CARSONITE WITNESS POST, ABOUT 0.05 M (0.16 FT) ABOVE THE GROUND.
RL0605''NOTE--MARK DISTURBED BY CONTACT WITH HEAVY EQUIPMENT.