FG0663 ***********************************************************************
FG0663  DESIGNATION -  F 148
FG0663  PID         -  FG0663
FG0663  STATE/COUNTY-  AR/POPE
FG0663  USGS QUAD   -  LOST CORNER (1980)
FG0663
FG0663                         *CURRENT SURVEY CONTROL
FG0663  ___________________________________________________________________
FG0663* NAD 83(1986)-  35 36 55.     (N)    092 51 02.     (W)     SCALED
FG0663* NAVD 88     -       469.724  (meters)    1541.09   (feet)  ADJUSTED
FG0663  ___________________________________________________________________
FG0663  GEOID HEIGHT-         -28.12  (meters)                     GEOID99
FG0663  DYNAMIC HT  -         469.267 (meters)    1539.59  (feet)  COMP
FG0663  MODELED GRAV-     979,646.1   (mgal)                       NAVD 88
FG0663
FG0663  VERT ORDER  -  SECOND    CLASS 0
FG0663
FG0663.The horizontal coordinates were scaled from a topographic map and have
FG0663.an estimated accuracy of +/- 6 seconds.
FG0663
FG0663.The orthometric height was determined by differential leveling
FG0663.and adjusted by the National Geodetic Survey in June 1991.
FG0663
FG0663.The geoid height was determined by GEOID99.
FG0663
FG0663.The dynamic height is computed by dividing the NAVD 88
FG0663.geopotential number by the normal gravity value computed on the
FG0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
FG0663.degrees latitude (G = 980.6199 gals.).
FG0663
FG0663.The modeled gravity was interpolated from observed gravity values.
FG0663
FG0663;                    North         East    Units  Estimated Accuracy
FG0663;SPC AR N     -   142,550.      322,950.      MT  (+/- 180 meters Scaled)
FG0663
FG0663                          SUPERSEDED SURVEY CONTROL
FG0663
FG0663  NGVD 29     -       469.653  (m)         1540.85   (f) ADJ UNCH    2 0
FG0663
FG0663.Superseded values are not recommended for survey control.
FG0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
FG0663.See file dsdata.txt to determine how the superseded data were derived.
FG0663
FG0663_MARKER: DB = BENCH MARK DISK
FG0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
FG0663_STAMPING: F 148 1935
FG0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
FG0663+STABILITY: SURFACE MOTION
FG0663
FG0663  HISTORY     - Date     Condition        Recov. By
FG0663  HISTORY     - 1935     MONUMENTED       CGS
FG0663
FG0663                          STATION DESCRIPTION
FG0663
FG0663''DESCRIBED BY COAST AND GEODETIC SURVEY 1935
FG0663''4.8 MI NW FROM LOST CORNER.
FG0663''4.8 MILES NORTHWEST ALONG THE TILLY ROAD FROM THE POST OFFICE AT LOST
FG0663''CORNER, POPE COUNTY, 100 FEET NORTH OF A RIGHT-ANGLE CURVE, 150 FEET
FG0663''SOUTH OF THE CREST OF A RIDGE, 34 FEET EAST OF THE CENTERLINE OF THE
FG0663''ROAD, 32 FEET EAST OF A DOUBLE 24-INCH HICKORY TREE, 6 FEET NORTH OF A
FG0663''24-INCH HICKORY TREE, AND SET ON A LEVEL SPACE AT A CURVE IN THE ROAD.
FG0663''A STANDARD DISK, STAMPED F 148 1935 AND SET IN THE TOP OF A CONCRETE
FG0663''POST.