MD0133 ***********************************************************************
MD0133  DESIGNATION -  X 314
MD0133  PID         -  MD0133
MD0133  STATE/COUNTY-  OH/PAULDING
MD0133  USGS QUAD   -  OAKWOOD (1973)
MD0133
MD0133                         *CURRENT SURVEY CONTROL
MD0133  ___________________________________________________________________
MD0133* NAD 83(1986)-  41 05 34.     (N)    084 28 34.     (W)     SCALED
MD0133* NAVD 88     -       219.545  (meters)     720.29   (feet)  ADJUSTED
MD0133  ___________________________________________________________________
MD0133  GEOID HEIGHT-         -34.09  (meters)                     GEOID99
MD0133  DYNAMIC HT  -         219.453 (meters)     719.99  (feet)  COMP
MD0133  MODELED GRAV-     980,199.7   (mgal)                       NAVD 88
MD0133
MD0133  VERT ORDER  -  FIRST     CLASS I
MD0133
MD0133.The horizontal coordinates were scaled from a topographic map and have
MD0133.an estimated accuracy of +/- 6 seconds.
MD0133
MD0133.The orthometric height was determined by differential leveling
MD0133.and adjusted by the National Geodetic Survey in April 1995.
MD0133
MD0133.The geoid height was determined by GEOID99.
MD0133
MD0133.The dynamic height is computed by dividing the NAVD 88
MD0133.geopotential number by the normal gravity value computed on the
MD0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
MD0133.degrees latitude (g = 980.6199 gals.).
MD0133
MD0133.The modeled gravity was interpolated from observed gravity values.
MD0133
MD0133;                    North         East    Units  Estimated Accuracy
MD0133;SPC OH N     -   160,250.      434,000.      MT  (+/- 180 meters Scaled)
MD0133
MD0133                          SUPERSEDED SURVEY CONTROL
MD0133
MD0133  NGVD 29     -       219.706  (m)          720.82   (f) ADJUSTED    1 1
MD0133
MD0133.Superseded values are not recommended for survey control.
MD0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
MD0133.See file dsdata.txt to determine how the superseded data were derived.
MD0133
MD0133_MARKER: DB = BENCH MARK DISK
MD0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
MD0133_STAMPING: X 314 1968
MD0133_MAGNETIC: N = NO MAGNETIC MATERIAL
MD0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
MD0133+STABILITY: SURFACE MOTION
MD0133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
MD0133+SATELLITE: SATELLITE OBSERVATIONS - October 20, 1992
MD0133
MD0133  HISTORY     - Date     Condition        Recov. By
MD0133  HISTORY     - 1968     MONUMENTED       CGS
MD0133  HISTORY     - 19921020 GOOD             NGS
MD0133
MD0133                          STATION DESCRIPTION
MD0133
MD0133''DESCRIBED BY COAST AND GEODETIC SURVEY 1968
MD0133''3 MI W FROM MELROSE.
MD0133''ABOUT 3.0 MILES WEST ALONG STATE HIGHWAY 113 FROM THE CROSSING
MD0133''OF THE NORFOLK AND WESTERN RAILWAY AT MELROSE, NEAR THE
MD0133''INTERSECTION OF STATE HIGHWAY 637, 239 FEET NORTH OF THE CENTER
MD0133''LINE OF STATE HIGHWAY 113, 26 1/2 FEET EAST OF THE CENTER LINE
MD0133''OF STATE HIGHWAY 637, 2 FEET SOUTH OF POWER LINE POLE 26-25-25,
MD0133''2 FEET NORTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL
MD0133''OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
MD0133''3 INCHES ABOVE THE LEVEL OF THE GROUND.  IN SECTION 25, R 3 E,
MD0133''T 2 N.
MD0133
MD0133                          STATION RECOVERY (1992)
MD0133
MD0133''RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
MD0133''0.1 KM (0.05 MI) NORTHERLY ALONG STATE STREET FROM THE POST OFFICE IN
MD0133''MELROSE, THENCE 4.9 KM (3.05 MI) WESTERLY ALONG STATE HIGHWAY 613,
MD0133''72.8 M (238.8 FT) NORTH OF THE HIGHWAY CENTERLINE, 13.4 M (44.0 FT)
MD0133''SOUTH OF UTILITY POLE NUMBER 15, 8.4 M (27.6 FT) EAST OF THE
MD0133''CENTERLINE OF STATE HIGHWAY 637, 0.6 M (2.0 FT) BELOW THE LEVEL OF
MD0133''HIGHWAY 637, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT
MD0133''IS FLUSH WITH THE GROUND SURFACE.