EE0233 ***********************************************************************
EE0233  DESIGNATION -  967
EE0233  PID         -  EE0233
EE0233  STATE/COUNTY-  GA/CHEROKEE
EE0233  USGS QUAD   -  KENNESAW (1992)
EE0233
EE0233                         *CURRENT SURVEY CONTROL
EE0233  ___________________________________________________________________
EE0233* NAD 83(1986)-  34 06 02.     (N)    084 31 11.     (W)     SCALED
EE0233* NAVD 88     -       295.056  (meters)     968.03   (feet)  ADJUSTED
EE0233  ___________________________________________________________________
EE0233  GEOID HEIGHT-         -29.53  (meters)                     GEOID99
EE0233  DYNAMIC HT  -         294.738 (meters)     966.99  (feet)  COMP
EE0233  MODELED GRAV-     979,550.4   (mgal)                       NAVD 88
EE0233
EE0233  VERT ORDER  -  SECOND    CLASS 0
EE0233
EE0233.The horizontal coordinates were scaled from a topographic map and have
EE0233.an estimated accuracy of +/- 6 seconds.
EE0233
EE0233.The orthometric height was determined by differential leveling
EE0233.and adjusted by the National Geodetic Survey in June 1991.
EE0233
EE0233.The geoid height was determined by GEOID99.
EE0233
EE0233.The dynamic height is computed by dividing the NAVD 88
EE0233.geopotential number by the normal gravity value computed on the
EE0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
EE0233.degrees latitude (g = 980.6199 gals.).
EE0233
EE0233.The modeled gravity was interpolated from observed gravity values.
EE0233
EE0233;                    North         East    Units  Estimated Accuracy
EE0233;SPC GA W     -   454,710.      667,430.      MT  (+/- 180 meters Scaled)
EE0233
EE0233                          SUPERSEDED SURVEY CONTROL
EE0233
EE0233  NGVD 29     -       295.012  (m)          967.89   (f) ADJ UNCH    2 0
EE0233
EE0233.Superseded values are not recommended for survey control.
EE0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
EE0233.See file dsdata.txt to determine how the superseded data were derived.
EE0233
EE0233_MARKER: DD = SURVEY DISK
EE0233_SETTING: 36 = BUILDING
EE0233_STAMPING: 967.885 ADJ 1903
EE0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
EE0233
EE0233  HISTORY     - Date     Condition        Recov. By
EE0233  HISTORY     - 1903     MONUMENTED       USGS
EE0233  HISTORY     - 1972     GOOD             NGS
EE0233
EE0233                          STATION DESCRIPTION
EE0233
EE0233''DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
EE0233''AT WOODSTOCK.
EE0233''AT WOODSTOCK, 124 1/2 FEET WEST OF THE SOUTHWEST CORNER OF THE
EE0233''FORMER LOUISVILLE AND NASHVILLE RAILROAD STATION WHICH IS NOW THE
EE0233''WOODSTOCK CITY HALL, IN THE NORTHWEST QUARTER OF A JUNCTION OF STATE
EE0233''HIGHWAY 5 (MAIN STREET) AND A PAVED STREET (MILL STREET) LEADING
EE0233''WEST, 31 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 20 FEET
EE0233''NORTH OF THE CENTER LINE OF MILL STREET, SET VERTICALLY IN THE
EE0233''SOUTH FACE OF THE SOUTH BRICK WALL OF A COMMERCIAL BUILDING
EE0233''WHICH IS NOW OCCUPIED BY THE LIGGET REXALL DRUG STORE, 2.0 FEET
EE0233''WEST OF THE SOUTHWEST CORNER OF THE BUILDING, AND 3.2 FEET ABOVE
EE0233''A STEP IN THE SIDEWALK.